Long-Term Pumping Test in Borehole KR24 Flow ... - Posiva Oy

Working Report 2005-49 

long-Term Pumping Test 

in Borehole KR24 

flow Measurements 

Pekka Rouhiainen 

Jari Pollanen 

September 2005 

POSIVA OY 

Fl-27160 OLKILUOTO, FINLAND 

Tel. +358-2-8372 31 

Fax +358-2-8372 3709

CONSULTING COMPANY 

PRG-Tec Oy 

Soukanniitty 15 A 

02360 ESPOO 

ORDERER: 

Posiva Oy 

27160 OLKILUOTO 

ORDERING NUMBER: 

9920/04/HH 

CONTACT PERSON 

FOR ORDERER: 

Mia Mantynen Posiva Oy 

CONTACT PERSON 

FOR CONSULTANT: 



Working Report 2005~ 

LONG-TERM PUMPING TEST IN 

BOREHOLE KR24, FLOW MEASUREMENTS 

AUTHORS: 


TKT 

~'~ 

0.ri Pollanen 

DI 

~ ~ -






Jari Pollanen 

September 2005






Jari Pollanen 


September 2005 

Working Reports contain information on work in progress 

or pending completion. 

The conclusions and viewpoints presented in the report 

are those of author(s) and do not necessarily 

coincide with those of Posiva.

LONG-TERM PUMPING TEST IN BOREHOLE KR24, FLOW 

MEASUREMENTS 

ABSTRACT 

The Difference Flow method can be used for the relatively fast determination of 

transmissivity and hydraulic head in fractures or fractured zones in cored boreholes. 

In this study, the Difference Flow method was used for hydraulic crosshole interference 

tests. The tests were performed in boreholes KR24 (pumped borehole) KR4, KR7, KR8, 

KRlO, KR14, KR22, KR22B, KR26, KR27, KR27B, KR28 and KR28B at Olkiluoto 

during the first and second quarters of 2004. The distance between the boreholes varies 

from approximately tens of meters to hundreds of meters. 

All the measurements were carried out in open boreholes, i.e. no packers were used. For 

interpretation, a normal single hole test was first performed in each borehole. Flow rates 

and drawdown were first measured both without pumping and with pumping the 

borehole under test. For practical reasons, the data set is neither complete nor similar in 

all tested boreholes. 

Connected flow to borehole KR24 was detected in all these boreholes. These flow 

responses were concentrated on a few zones. 

Keywords: Groundwater, flow, measurement, interference, bedrock, borehole, 

crosshole, electric conductivity, Difference Flow method, Posiva Flow Log

PITKAAIKAINEN PUMPPAUSKOE KAIRANREIASSA KR24, 

VIRTAUSMITTAUKSET 

TIIVISTELMA 

Virtauseromittauksella voidaan suhteellisen nopeasti maarittaa vedenjohtavuus ja virtauspaine 

raoista tai rakovyohykkeista kairanrei'issa. 

Tassa tutkimuksessa eromittausmenetelmaa on kaytetty reikien valisen hydraulisen vuorovaikutuksen 

maarittamiseen. Testi toteutettiin kairanreiassa KR24 (pumppausreika) 

seka rei'issa KR4, KR7, KR8, KRIO, KR14, KR22, KR22B, KR26, KR27, KR27B, 

KR28 ja KR28B Olkiluodon tutkimusalueella vuoden 2004 ensimmaisella ja toisella 

nelj anneksella. Reikien valimatka vaihtelee kymmenista metreista satoihin metreihin. 

Kaikki mittaukset tehtiin avoimissa rei'issa eli tulppia ei kaytetty lainkaan. Tulkintaa 

varten tehtiin ensin normaalit yksireikamittaukset, jolloin virtaukset ja alenemat mitattiin 

ilman pumppausta ja toisen kerran, kun mittausreikaa pumpattiin. Kaytannon syista 

mittaussarja ei ollut taydellinen eika samanlainen kaikissa rei'issa. 

Kaikissa mitatuissa rei'issa havaittiin KR24:n pumppauksen aiheuttamia virtauksia. 

Virtausvasteet keskittyivat muutamiin vyohykkeisiin. 

Avainsanat: Pohjavesi, virtaus, mittaus, vuorovaikutus, peruskallio, kairanreika, 

reikavali, sahkonjohtavuus, eromittaus, Posiva Flow Log

TABLE OF CONTENTS 

ABSTRACT 

TIIVISTELMA 

TABLE OF CONTENTS ................................................................................................................ 1 

INTRODUCTION .............................................................................................................. 5 

2 DESCRIPTION OF THE PUMPING TEST ....................................................................... 8 

3 PRINCIPLES OF MEASUREMENT AND INTERPRETATION ...................................... 12 

3.1 Measurements ................................................................................................... 12 

3.2 Interpretation ..................................................................................................... 17 

4 EQUIPMENT SPECIFICATIONS ................................................................................... 19 

5 DESCRIPTION OF THE DATA SET .............................................................................. 21 

5.1 Field work .......................................................................................................... 21 

5.2 Flow logging ...................................................................................................... 24 

5.2.1 General comments on results .............................................................. 24 

5.2.2 Pressure measurements ...................................................................... 25 

5.2.3 Hydraulic head and transmissivity of 2 m sections .............................. 25 

5.2.4 Transmissivity and hydraulic head of fractures .................................... 26 

5.2.5 Theoretical and practical measurement limits of flow .......................... 27 

5.2.6 Electric conductivity and temperature of bore hole water ..................... 28 

5.2. 7 Electric conductivity of fracture-specific water ..................................... 28 

6 COMMENTS ON RESULTS ........................................................................................... 29 

6.1 Qualitative evaluation of flow connection to KR24 ............................................ 29 

6.2 KR4 .................................................................................................................... 29 

6.3 KR7 .................................................................................................................... 29 

6.4 KR8 .................................................................................................................... 30 

6.5 KR10 .................................................................................................................. 30 

6.6 KR14 .................................................................................................................. 30 

6.7 KR22 .................................................................................................................. 31 

6.8 KR22B ............................................................................................................... 31 

6.9 KR26 .................................................................................................................. 32 

6.1 0 KR27 .................................................................................................................. 32 

6.11 KR27B ............................................................................................................... 32 

6.12 KR28 .................................................................................................................. 32 

6.13 KR28B ............................................................................................................... 33 

6.14 Pumped borehole KR24 .................................................................................... 33 

6.15 Summary of flow connections ........................................................................... 33

2 

7 SUMMARY ..................................................................................................................... 36 

REFERENCES ............................................................................................................................ 37 

APPENDICES (on CD) 

Appendices 1.1.1 - 1.1.43 

Appendix 1.2 

Appendix 1.3 

Appendices 1.4.1- 1.4.5 

Appendix 1.5 

Appendices 1.6.1 - 1.6.2 

Appendix 1. 7 

Appendix 1.8 

Appendix 1. 9 

Appendix 1.1 0 

Appendices 1.11.1 - 1.11.5 

Appendices 2.1.1 - 2.1.13 

Appendix 2.2 

Appendix 2.3 

Appendix 2.4 

Appendix 2.5 

Appendix 2.6 


Appendix 3.2 

Appendix 3 .3 


Appendix 3.5 


Appendix 3. 7 

Appendix 3.8 

Appendix 3.9 

Appendix 3 .1 0 

Appendices 3.11.1 - 3.11.2 

Appendices 4.1.1 - 4.1.29 

Appendix 4.2 



Appendix 4.5 


Appendix 4.7 



Appendix 5.2 


Appendix 5.4 



Appendices 6.1.1 - 6.1.26 

Borehole KR4, Flow rate and single point resistance 

Borehole KR4, Plotted flow rates of 2 m sections 

Borehole KR4, Plotted head and transmissivity of 2 m sections 

Borehole KR4, Tabulated results of 2 m sections 

Borehole KR4, Plotted head and transmissivity of detected fractures 

Borehole KR4, Tabulated results of detected fractures 

Borehole KR4, Fresh water head in the borehole 

Borehole KR4, Air pressure, water level in the borehole and pumping rate during 

flow logging 

Borehole KR4, Electric conductivity of borehole water 

Borehole KR4, Temperature ofborehole water 

Borehole KR4, Time series of fracture-specific EC 






Borehole KR4, Air pressure and water level in the borehole during flow logging 


Borehole KR7, Plotted flow rates of2 m sections 

Borehole KR 7, Plotted head and transmissivity of 2 m sections 

Borehole KR7, Tabulated results of2 m sections 

Borehole KR 7, Plotted head and transmissivity of detected fractures 

Borehole KR 7, Tabulated results of detected fractures 




Borehole KR7, Electric conductivity ofborehole water 


Borehole KR 7, Time series of fracture-specific EC 










Borehole KR1 0, Flow rate and single point resistance 

Borehole KR1 0, Tabulated results of detected fractures 

Borehole KR1 0, Fresh water head in the borehole 

Borehole KR1 0, Air pressure and water level in the borehole during flow logging 

Borehole KR1 0, Electric conductivity of borehole water 


Borehole KR14, Flow rate and single point resistance

3 

Appendix 6.2 


Appendix 6.4 

Appendix 6.5 

Appendix 6.6 

Appendix 6.7 


Appendices 7.1.1-7.1.23 

Appendix 7.2 

Appendices 7.3 .1 - 7.3 .2 

Appendix 7.4 

Appendix 7.5 

Appendices 7.6.1 -7.6.2 

Appendix 7. 7 



Appendix 8.2 


Appendix 8.4 

Appendix 8.5 

Appendix 8.6 

Appendix 8.7 


Appendix 9.2 

Appendices 9.3 .1 - 9.3 .2 

Appendix 9.4 

Appendix 9.5 

Appendix 9.6 

Appendix 9. 7 

Appendices 10.1.1- 10.1.26 

Appendix 1 0.2 

Appendices 10.3.1- 10.3.3 

Appendix 1 0.4 

Appendix 10.5 

Appendix 10.6 

Appendix 1 0. 7 

Appendices 11.1.1 - 11.1.2 

Appendix 11.2 

Appendix 11.3 

Appendix 11.4 

Appendix 11.5 

Appendix 11.6 

Appendix 11.7 

Appendices 12.1.1 - 12.1.31 

Appendix 12.2 

Appendices 12.3.1 - 13.3.2 

Appendix 12.4 
















Borehole KR22, Temperature of borehole water 


Borehole KR22B, Flow rate and single point resistance 

Borehole KR22B, Plotted head and transmissivity of detected fractures 

Borehole KR22B, Tabulated results of detected fractures 

Borehole KR22B, Fresh water head in the borehole 

Borehole KR22B, Air pressure, water level in the borehole and pumping rate during 


Borehole KR22B, Electric conductivity of borehole water 

Borehole KR22B, Temperature of borehole water 


















Borehole KR27B, Plotted head and transmissivity of detected fractures 



Borehole KR27B, Air pressure, water level in the borehole and pumping rate during 



Borehole KR27B, Temperature ofborehole water 




Borehole KR28, Fresh water head in the borehole

4 

Appendix 12.5 

Appendices 12.6.1 - 12.6.2 

Appendices 12.7.1- 12.7.2 

Appendices 12.8.1 - 12.8.2 

Appendices 13 .1.1 - 13 .1.2 

Appendix 13 .2 



Appendix 13.5 

Appendix 13.6 

Appendices 14.1.1 - 14.1.27 

Appendix 14.2 

Appendices 14.3.1- 14.3.2 

Appendix 14.4 

Appendix 14.5 

Appendix 14.6 

Appendix 14.7 

Appendi1 14.8 




Borehole KR28, Temperature of borehole water 





Borehole KR28B, Air pressure and water level in the borehole during flow logging 


Borehole KR28B, Temperature of borehole water 

Borehole KR24, Flow rate and single point resistance 

Borehole KR24, Plotted head and transmissivity of detected fractures 

Borehole KR24, Tabulated results of detected fractures 

Borehole KR24, Fresh water head in the borehole 

Borehole KR24, Air pressure, water level in the borehole and pumping rate during 


Borehole KR24, Electric conductivity ofborehole water 

Borehole KR24, Temperature of borehole water 

Borehole KR24, Time series of fracture-specific EC

5 

1 INTRODUCTION 

The construction of the underground facilities of ONKALO will affect both the 

groundwater table and the head values in the vicinity of the access tunnel and shafts. To 

predict the effects on the groundwater and to characterize the hydraulic connections in 

the scale of 100 m- 1000 m, a long-term pumping test was carried out in deep borehole 

KR24, see Figure 1. In addition, the purpose of the test was to gather field data on the 

consequences of pumping and drawdown on e.g. groundwater geochemistry. 

KR24 is drilled within the planned shaft. The effects of the pumping were observed 

both as pressure responses and as flow responses. The pumping test started on 25 March 

2004 at 1 0 am and finished on 2 June 2004 at 2.40 pm. The pressure and flow situation 

in the observation boreholes were also measured both prior to, and after the pumping 

test, see Figure 2. 

The main objectives of the work are: 

• to map the hydraulically conductive fractures in the tested boreholes, 

• to evaluate the transmissivity of fractures, 

• to produce material for the analysis of flow connections between the tested 

boreholes and borehole KR24, and 

• to map the occurrence of saline water in the boreholes. 

Difference flow logging (DIFF) was used for the determination of the flow responses. 

All measurements were carried out in open boreholes. For background information, 

there are additional measurements in the target boreholes, which were also measured 

when all boreholes were at rest (not pumped), and when the borehole under test was 

pumped. A complete data set from a tested borehole consists of the following: 

• measurements when no borehole is pumped 

• measurements when the borehole under test is pumped 

• measurements when borehole KR24 (and no other) is pumped and 

• as many repeated measurements as possible during each phase. 

For practical reasons, the data set is neither complete nor similar in all boreholes. The 

aim was to present all obtained data and therefore the results of older measurements are 

included. If additional information is available it is also presented, including air 

pressure, temperature and electric conductivity profile along boreholes, single point 

resistance and fresh water head along the open borehole. Most of these measurements 

were carried out together with the flow measurements. 

The fieldwork and the subsequent interpretation were conducted by PRG-Tec Oy. The 

Posiva Flow Log/Difference Flow method has previously been employed in Posiva' s 

site characterization programme in Finland as well as in the Aspo Hard Rock 

Laboratory in Simpevarp, Sweden.

0'1

7 

measuring 

section 

Figure 2. A schematic visualization of the long-term pumping test.

8 

2 DESCRIPTION OF THE PUMPING TEST 

The aim was to pump borehole KR24 at a constant rate, and detect both pressure and 

flow response in the boreholes nearby. 

The length of the pumped borehole KR24 is 551.11 m and it starts from an outcrop 

(Niinimaki 2003). There is a casing section down to 20.13 m. To achieve a maximum 

drawdown in the surface bedrock, a one-meter packer with a bypass tube was installed 

at the borehole depth of 80.60 m. The diameter of the bypass tube was 4 mm. Borehole 

KR24 was pumped with submersible pump Grundfors MP 1 and the average pumping 

rate was 18 1/min. The pressure was measured with an automatic GWMS measuring 

system both above and below the packer. The pumping system is presented in Figure 3 

and the pumping rate and the recorded pressures are presented in Figure 4. 

Flow measurements were performed in boreholes KR4, KR7, KR8, KR10, KR14, 

KR22, KR22B, KR26, KR27, KR27B, KR28 and KR28B when borehole KR24 was 

pumped. In some of these boreholes, the measurements were repeated. Fresh water head 

was also measured in the borehole with a high resolution absolute pressure sensor. This 

was done simultaneously with the flow measurements

9 

D Mica gneiss D 

D 

Tonalite Pegmatite 

Migmatitic mica gneiss Granite pegmati te Granite 

0 Open 

• Tigtlt 0 Filled • Fi . si. 0 Cl. filled • 

Gr. filled 

KR24 

Depth Lith Ri Core loss Construction of the g Fracture T Flow Fractures 

-- 

1m1000m upper part of the borehole -10 -3 10 1e+006 0 90 

Fract. freq 

Fractures 

• 

., 

0 1/m 20 10 1e+006 

~ 

V ~~~ casing 

~~ Q qf 

0 99 r 

"" 

~m ~ 

ll 

\~ 

11 

0,23 

mm ~ 

.. 20 

• 

~ 

.. 

......... t:::. 

'~ 

~ .. 

( ( 

r: 

t 

··~ 

f "~~ 

- ..._ sill . 

j(J.J 

pressun ~ ~- 0 

J 

~ 

- 40 

- 

~ 60 

~ 

bypass 

tube 

submersible probe ... 

pump 

.... ~ "b 

b 

"~ 

• • 

( • {,~ii 

~ 

. 

=I 

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li• ~ 

=F= F=a. 

=~ ~=~ 

L.s - ~ 0~ .o~ 

~- 

borehole 

09Bmm .. 

=~ ~:::I tr" (~~~ 

I ~ 

04 =F= F== 

, 

~ 

::::i 

packer ~ 

it 

~ 80 

~ .. "' 

1'2 6 

• 

mm 

(~ ~ 

i 

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r 

L.lo. 

l""'iii - 

~ ~ 

? 

~~ 

~ 100 ~· .. •• 

. ) 

~)41 

~ • 

~ 

- 

, 

~ 

~ 

[-.: 

.... ~p cf ~~ 

~ ·~ 7 

qt~ 5S; 

~ 120 ~ - r- 

u• 

~ borehole 

ll 

- ~ 

~- 

0 75.5 mm ... 

~ 

~ 

• 

I ~ 

( 

r 

1 t~ 

.... 140- 

• 

~ ~ ~ 

~ 

I ~ '"'" 

• 

!:=- 00 • 

i~ 

- 

Figure 3. Description of the pumping system in borehole KR24 (upper part of the bore hole). 

In addition, geological and hydraulic properties in KR24 are visualized.

10 

Description of the parameters of Figure 3: 

Depth 

Depth along borehole length is shown in meters, with a scale of 1:1000. 

Lith. 

Lithology, rock types are migmatitic mica gneiss, granite, tonalite, quartz feldspar 

gneiss, amphibolite, diabase, and mylonite. 

The lithologs are based on the core drilling reports in boreholes KR23+B and KR25+B 

(Niinimaki 2002, 2003). In boreholes KR9, KR11, and KR12, the lithologs are based on 

the detailed rock type descriptions made as a part of the low temperature fracture 

mineral investigations (Gehor & al. 1997, 2000, 2001). In boreholes KR1, KR3 and 

KR5, the lithologs are based on the rock type descriptions made as a part of the 

petrography, lithogeochemistry and petrophysics investigations (Lindberg & Paananen 

1991). 

Ri 

Conventional engineering geological classification of fracturing based on the data in the 

core drilling reports: Ri Ill, Ri IV and Ri V. 

Core loss and Fract.freq. 

The fracture log in the core drilling reports (logged position of each individual natural 

fracture along the core axis) is transformed to a continuous fracture frequency log, as 

shown, using a 1 meter long counting window, counted at every centimeter along the 

core. Core loss sections are shown with a grey background colour. Typically, core loss 

sections cannot be exactly located during drilling. Therefore, the length of the core loss 

is shown with dark grey colour, and together with light grey background, a borehole 

section where core loss has been taken into account in fracture frequency. 

Log fracture T 

Fracture-specific transmissivity for fractures is interpreted to be hydraulically more 

conductive than the lower limit of flow rate. 

Flow 

Original flow logging plot and interpreted fracture-specific flow. 

Fractures 

Tadpole diagram describes the fracture angles. The fractures are classified as open, 

tight, filled, open/slickensided, tight/slickensided, filled/slickensided, clay-filled and 

grain-filled. The position of the symbol shows the fracture angle, 0-90 degrees. The 

fracture angles are based on the core drilling reports.

11 

Monitoring of pressures and pumping rate 

in pumped borehole KR24 

..-o..u ......... ,.,._ ................. ....... ..._....... 

... 

........ ·y _ 

r'" 

..... ""' ........ ~ .......,.... ......... 1.1 - ~ ........ 

~ 

"""""' 

20.0 

17.5 ·= 

:§ 

ci 

15.0 ·~ 

E 

:I 

D. 

5.0 12.5 

r"" 

0.0 10.0 

> 

u; 

ea 

e -5.0 

--T1 81 .6-551.11 ,m 

-c -'*-T1 , manually 

«< 

Cl) 

:I: 

~ - T2 20.13-80.6,m 

-10.0 

.. 

I' 

r--1 

-'*-T2, manually 

~ I 

I 

""' - KR24 pumping 

-15.0 

18.3. 25.3. 1.4. 8.4. 15.4. 22.4. 29.4. 6.5. 13.5. 20.5. 27.5. 3.6. 10.6. 

Date 2004 

Figure 4. Recorded pumping rate and pressures in pumped borehole KR24. Tl 

represents the lower part, and T2 the upper part of the borehole

12 

3 PRINCIPLES OF MEASUREMENT AND INTERPRETATION 

3.1 Measurements 

Unlike traditional types of borehole flowmeters, the Difference flowmeter method 

measures the flow rate into or out of limited sections of the borehole instead of 

measuring the total cumulative flow rate along the borehole. The advantage of 

measuring the flow rate in isolated sections is a better detection of the incremental 

changes of flow along the borehole, which are generally very small and can easily be 

missed using traditional types of flowmeters. 

Rubber disks at both ends of the downhole tool are used to isolate the flow in the test 

section from that in the rest of the borehole, see Figure 5. The flow along the borehole 

outside the isolated test section passes through the test section by means of a bypass 

pipe and is discharged at the upper end of the downhole tool. 

The Difference flowmeter is usually used in an overlapping mode. In the overlapping 

mode, the measurement increment is shorter than the section length. It is mostly used to 

determine the location of hydraulically conductive fractures and to classify them with 

regard to their flow rates. Transmissivity and fresh water head can be evaluated 

/Ohberg, Rouhiainen 2000/. 

The Difference flowmeter measures the flow rate into or out of the test section by 

means of thermistors, which track both the dilution (cooling) of a thermal pulse and 

transfer of thermal pulse with moving water. The thermal dilution method is used more 

frequently because it is faster than the thermal pulse method. 

Besides incremental changes of flow, the downhole tool of the Difference flowmeter 

can be used to measure: 

• The electric conductivity (EC) of the borehole water and fracture-specific water. 

The electrode for the EC measurements is placed on the top of the flow sensor, 

Figure 5. 

• The single point resistance (SPR) of the borehole wall (grounding resistance), 

The electrode of the Single point resistance tool is located in between the 

uppermost rubber disks, see Figure 3-1. This method is used for high resolution 

depth/length determination of fractures and geological structures. 

• The prevailing water pressure profile in the borehole. The pressure sensor is 

located inside the electronics tube and connected via another tube to the 

borehole water, Figure 6. 

• Temperature of the borehole water. The temperature sensor is placed in the flow 

sensor, Figure 5.

13 

EC electrode 

- Flow sensor 

-Temperature sensor is located 

in the flow sensor 

Single point resistance electrode 

_Rubber 

disks 

Flow along the borehole 

Figure 5. 

A schematic visualization of the downhole equipment used in the 

Difference flowmeter. 

CABLE 

PRESSURE SENSOR (INSIDE THE ELECTRONICSTUBE) 

FLOW SENSOR 

FLOW TO BE MEASURED 

RUBBER 

DISKS 

FLOW ALONG 

THE BOREHOLE 

Figure 6. 

The absolute pressure sensor is located inside the electronics tube and 

connected via another tube to the borehole water.

14 

The principles of difference flow measurements are described in Figures 7 and 8. The 

flow sensor consists of three thermistors, see Figure 7 a. The central thermistor, A, is 

used both as a heating element for the thermal pulse method and for registration of 

temperature changes in the thermal dilution method, Figures 7 b and c. The side 

thermistors, B 1 and B2, serve to detect the moving thermal pulse, Figure 7 d, caused by 

the constant power heating in A, Figure 7 b. 

Flow rate is measured during the constant power heating (Figure 7 b). If the flow rate 

exceeds 600 ml/h, the constant power heating is increased, Figure 8 a, and the thermal 

dilution method is applied. 

If the flow rate during the constant power heating (Figure 7 b) falls below 600 ml/h, the 

measurement continues with monitoring of transient thermal dilution and thermal pulse 

response (Figure 7 d). When applying the thermal pulse method, also thermal dilution is 

always measured. The same heat pulse is used for both methods. 

Flow is measured when the tool is at rest. After transfer to a new position, there is a 

waiting time (the duration can be adjusted according to the prevailing circumstances) 

before the heat pulse (Figure 7 b) is launched. The waiting time after the constant power 

thermal pulse can also be adjusted, but is normally 10 s long for thermal dilution and 

300 s long for thermal pulse. The measuring range of each method is given in Table 1. 

The lower end limits of the thermal dilution and the thermal pulse methods in Table 1 

correspond to the theoretical lowest measurable values. Depending on the borehole 

conditions, these limits may not always prevail. Examples of disturbing conditions are 

floating drilling debris in the borehole water, gas bubbles in the water and high flow 

rates (above about 30 L/min) along the borehole. If disturbing conditions are significant, 

a practical measurement limit is calculated for each set of data. 

Table 1. Ranges of flow measurements. 

Method 

Thermal dilution Pl 

Thermal dilution P2 

Thermal pulse 

Range of measurement (mVh) 

30-6 000 

600-300 000 

6-600

15 

Flow sensor 

a) 

81 

f- - u 

A 

I 

82 

u - - 

---------- 

50 

b) 

40 

§' 

E 30 

-"- 

Q) 

3= 20 

0 

a.. 

10 

P1 

Constant power in A 

0 

0 

10 20 30 40 

50 

c) 

............ 

~ 

1- 

""C 

15 

10 

5 

Thermal dilution method 

Temperature change in A 

Flow rate (ml/h) 

---- 594 

248 

125 

71.4 

28.4 

12.3 

5.40 

3.00 

0 

10 20 30 40 

50 

d) 

............ 

() 100 

E 

-Q) 

(.) 

c:: 

Q) 

"- 

~ 

""C 

~ 

::J 

...... 

CO 

"- 

Q) 

a. 

E 

Q) 

I- 

50 

0 

Thermal pulse method 

/ \ emparature difference between 81 and 82 

Figure 7. 

0 1 0 20 30 40 50 60 70 

Time (s) 

Flow measurement, flow rate

16 

Flow sensor 

81 

u 

A 

I 

82 

u - - 

a) 

200 

P2 

b) 

- 150 

~ 

_§, 

L.. 

100 

Q) 

~ 

0 

a.. 

50 

P1 

Constant power in A 

0 

-5 

0 

5 

10 15 

60 

50 

40 

- 

I- ~ 30 

"'0 

20 

c) 10 

0 

Therm I dilution method 

Temp rature change in A 


321 000 

132 000 

54 900 

24 800 

13 100 

6120 

3 070 

1 110 

-5 

0 5 10 15 

Time (s) 

Figure 8. 

Flow measurement, flow rate > 600 ml!h.

17 

3.2 Interpretation 

The interpretation is based on Thiems or Dupuits formula that describes a steady state 

and two-dimensional radial flow into the borehole /Marsily, G, 1986/: 

hs - h = Q/(T·a) (3-1) 

where h is hydraulic head in the vicinity of the borehole and h = hs at the radius of 

influence (R), 

Q is the flow rate into the borehole, 

T is the transmissivity of the test section, 

a is a constant depending on the assumed flow geometry. For cylindrical flow, the 

constant a is: 

a= 2·n/ln(Riro) (3-2) 

where 

ro is the radius of the well and 

R is the radius of influence, i.e. the zone inside which the effect of the pumping is felt. 

If flow rate measurements are carried out using two levels of hydraulic heads in the 

borehole, i.e. natural or pump-induced hydraulic heads, then the undisturbed (natural) 

hydraulic head and the transmissivity of the tested borehole sections can be calculated. 

Two equations can be written directly from equation 1: 

(3-3) 

(3-4) 

where 

h 1 and h2 are the hydraulic heads in the borehole at the test level, 

Qs 1 and Qs2 are the measured flow rates in the test section, 

T s is the transmissivity of the test section and

18 

hs is the undisturbed hydraulic head of the tested zone far from the borehole. 

Since, in general, very little is known of the flow geometry, cylindrical flow without 

skin zones is assumed. Cylindrical flow geometry is also justified because the borehole 

is at a constant head and there are no strong pressure gradients along the borehole, 

except at its ends. 

The radial distance R to the undisturbed hydraulic head hs is not known and must be 

assumed. Here a value of 500 is selected for the quotient Rlro. 

The hydraulic head and the test section transmissivity can be deduced from the two 

measurements: 

hs = (h 1-b·h2)/(l-b) (3-5) 

(3-6) 

where 

The transmissivity (T f) and hydraulic head (hf) of individual fractures can be calculated 

provided that the flow rates of individual fractures are known. Similar assumptions as 

above have to be used (a steady state cylindrical flow regime without skin zones). 

hf = (h t-b h2)/(1-b) (3-7) 

(3-8) 

where 

Qn and Q£2 are the flow rates at a fracture and 

hf and T fare the hydraulic head (far away from borehole) and the transmissivity of a 

fracture, respectively. 

Since the actual flow geometry and the skin effects are unknown, transmissivity values 

should be taken as indicating orders of magnitude. As the calculated hydraulic heads do 

not depend on geometrical properties but only on the ratio of the flows measured at 

different heads in the borehole, they should be less sensitive to unknown fracture 

geometry. A discussion of potential uncertainties in the calculation oftransmissivity and 

hydraulic head is provided in /Ludvigson et al., 2002/.

-------------------------------~~~ -~- 

19 

4 EQUIPMENT SPECIFICATIONS 

The Posiva Flow Log/Difference flowmeter monitors the flow of groundwater into or 

out from a borehole by means of a flow guide (rubber discs). The flow guide thereby 

defines the test section to be measured without altering the hydraulic head. Groundwater 

flowing into or out from the test section is guided to the flow sensor. Flow is measured 

using the thermal pulse and/or thermal dilution methods. Measured values are 

transferred in digital form to the PC computer. 

Type of instrument: 

Borehole diameters: 

Length of test section: 

Method of flow measurement: 

Range and accuracy of measurement: 

Additional measurements: 

Winch: 

Posiva Flow Log/Difference Flowmeter 

56 mm, 66 mm and 76-77 mm 

A variable length flow guide is used. 

Thermal pulse and/or thermal dilution. 

Table 2. 

Temperature, Single point resistance, 

Electric conductivity of water, Caliper, 

Water pressure 

Mount Sopris Wna 10, 0.55 kW, 

220V/50Hz. Steel wire cable 1500 m, four 

conductors, Gerhard -Owen cable head. 

Length determination 

Logging computer: 

Software 

Total power consumption: 

Based on the marked cable and on the 

digital length counter 

PC, Windows 2000 

Based on MS Visual Basic 

1.5 - 2.5 kW depending on the pumps

20 

Range and accuracy of sensors is presented in Table 2. 

Table 2. Range and accuracy of sensors. 

Sensor Range Accuracy 

Flow 6- 300 000 ml/h +/- 10% curr.value 

Temperature (middle thermistor) 0 - 50 oc 0.1 oc 

Temperature difference (between outer thermistors) -2 - + 2 oc 

0.0001 oc 

Electric conductivity of water (EC) 

0.02- 11 S/m +I- 5% curr. value 

Single point resistance 

5 - 500 000 n +I- 10% curr.value 

Groundwater level sensor 

Absolute pressure sensor 

0-0.1 Mpa 

0-20 MPa 

+/- 1 % fullscale 

+/- 0.01 % fullscale

21 

5 DESCRIPTION OF THE DATA SET 

5.1 Field work 

The boreholes were open during all measurements, no packers were used. Not even the 

flowmeter itself closes the borehole. Flow measurements were carried out in three 

different conditions: 

1. when no borehole was pumped 

2. when the borehole under test was pumped 

3. when borehole KR24 was pumped 

Twelve boreholes were measured: KR4, KR7, KR8, K.RlO, KR14, KR22, KR22B, 

KR26, KR27, KR27B, KR28 and KR28B. 

The first two types of measurement are normal single hole measurements. These are 

normally used for transmissivity evaluation. The third type is used for the 

interconnection test. Data set is not equal in all boreholes, for instance, type two may be 

missing in some boreholes. On the other hand, there may be repeated measurements, 

especially of types 2 and 3. Previous measurements (before 2003) are also reported. 

Absolute pressure (fresh water head) was not measured before 2003. 

Unfortunately the quality of flow data varies. Not only are the measurements missing, 

but the noise level of the flow was also high in some boreholes. Small flow rates could 

not be detected when the noise level was high. 

The activity schedule of the interference test is presented in Table 3. 

Table 3. Activity schedule. 

Started Finished Borehole Activity 

20.6.1999 22.6.1999 KR8 Fracture EC with pumping , section 0.5 m. 

19.7.1999 21.7.1999 KRIO Fracture EC with pumping, section 0.5 m. 

29.6.1999 12:44 2.7.1999 16:36 KR4 Fracture EC with pumping, section 0.5 m. 

19.10.2000 27.10.2000 KR7 Flow logging with pumping , section 0.5 m. 

6.8.2001 18:55 9.8.2001 5:06 KR14 Flow logging with pumping , section 2 m. 

9.8.2001 9:56 20.8.2001 12:01 KR14 Flow logging with pumping, section 0.5 m. 

30.10.2002 9:21 30.10.2002 11:14 KR22 Borehole EC without pumping. 


31.10.2002 18:01 5.11.200217:15 KR22 Fracture EC with pumping, section 0.5 m. 

6.11.2002 9:08 6.11.2002 10:29 KR22 Borehole EC with pumping. 



13.11.2002 10:14 14.11.2002 16:10 KR8 Fracture EC with pumping, section 0.5 m. 


5.5.2003 19:37 5.5.2003 23:13 KR22B Flow logging with pumping , section 2 m. 

6.5.2003 11:14 6.5.2003 14:36 KR22B Flow logging with pumping, section 0.5 m. 

6.5.2003 15:29 6.5.2003 17:54 KR22B Flow logging with pumping, section 0.5 m.

-------------------------------- - 

22 

Table 3. Activity schedule, continued. 


8.9.2003 17:43 10.9.2003 17:04 KR14 Flow logging without pumping , section 2 m. 

11.9.2003 14:10 16.9.2003 17:05 KR14 Flow logging with pumping , section 0.5 m. 







8.10.2003 14:08 10.10.2003 8:52 KR7 Fracture EC with pumping, sectoin 0.5 m 




4.11.2003 13:02 5.11.200312:19 KR4 Flow logging with pumping , section 0.5 m. 

5.11.2003 15: 11 6.11.2003 0:34 KR4 Flow logging with pumping , section 2 m. 





Flow logging after pumping during ground water 

20.11.2003 8:47 21.11.2003 6:25 KR4 recovery, section 0.5 m. 






26.1.2004 21 :08 27.1.2004 21:16 KR24 Flow logging with pumping , section 2 m. 

28.1.2004 10:18 28.1.2004 10:50 KR24 Flow logging with pumping , section 2 m. 

28.1.2004 14:02 29.1.2004 1:14 KR24 Flow logging with pumping, section 2 m. 






26.2.2004 13: 10 2.3.2004 1:49 KR28 Flow logging without pumping , section 2 m. 






Pumping started in borehole KR24. Hydraulic 

25.3.2004 10:00 KR24 crosshole interference test started. 



30.3.2004 17:35 31.3.2004 08:10 KR26 Flow logging without pum_I>_ing , section 2 m. 

Flow along the borehole without pumping, section 

31.3.2004 12:35 1.4.2004 8:11 KR26 0.5m. 

1.4.2004 13:33 1.4.2004 16:32 KR28B Flow logging without pumping , section 2 m. 




7.4.2004 16:16 8.4.2004 05:05 KR10 0.5 m.

23 

Table 3. Activity schedule, continued. 

I 13.4.2004 14:47 14.4.2004 15:58 KR14 Flow logging without pumpin_g_, section 2 m. 



19.4.2004 13:14 20.4.2004 12:05 KR22 0.5m. 


















2.6.2004 14:40 KR24 Pumping was stopped in borehole KR24. 







10.6.2004 7:30 10.6.2004 10:38 KR27B Flow logging with pumping , section 2 m. 


11.6.2004 11 :07 14.6.2004 14:45 KR28B Flow logging without pumping , section 2 m. 








24.8.2004 9:06 25.8.2004 9:40 KR10 Borehole EC without pumping.

24 

5.2 Flow logging 

5.2.1 General comments on results 

The measuring program contains several flow logging sequences in each borehole. They 

were included in the same diagram as single point resistance (right hand side, e.g. 

Appendix 1.1 ). Single point resistance usually shows a low resistance value on a 

fracture where flow is detected. There are also many other resistance anomalies from 

other fractures and geological features. The electrode of the single point resistance tool 

is located within the section with the upper rubber disks. Thus, the locations of the 

resistance anomalies of the leaky fractures match the lower end of the flow anomalies. 

The flow logging was first performed with a 2 m section length (L) and with 0.25 m or 

0.5 m depth increments (dL). To obtain quick results, only the thermal dilution method 

is first used for flow determination. 

Under natural conditions (or when KR24 was pumped) at every second meter, flow 

measurement was carried out using the thermal pulse method. This method is slower, 

but has the advantage of rendering measurements of very small flow rates possible, as 

well as the measurements of their flow directions (in or out of the borehole ). It is 

assumed that flow direction is from the bedrock to the borehole when the measured 

borehole is pumped. 

The length of the test section determines the width of a flow anomaly of a single 

fracture in the plots. If the distance between the flow yielding fractures is less than the 

section length, the anomalies will overlap, resulting in a stepwise flow anomaly. The 

overlapping flow logging was often used in the vicinity of identified flow anomalies 

using a 0.5 m long test section and 0.1 m depth increments. 

The detected fractures are shown beside the flow curves with their positions (borehole 

depth). They are interpreted on the basis of flow curves and therefore represent the 

flowing fractures. A long line represents the location of a leaky fracture; a short line 

indicates that the existence of a leaky fracture is uncertain. A fracture is judged to be 

uncertain if 

the flow rate is < 3 0 ml/h with the largest draw down 

the noise level of flow is larger than about 20% of the measured flow rate during 

the largest drawdown, or 

the form of a flow anomaly is unclear during the largest drawdown 

The flow rates of the mapped fractures are represented in triangles in the flow plots. The 

triangle also shows the direction of the flow as explained in the plots. 

The level of the ground water table in the borehole during the measurement sequences is 

plotted on the date scale, see for instance Appendix 1.8. Air pressure and pumping rate 

are presented on the same axis.

25 

5.2.2 Pressure measurements 

Absolute pressure was registered together with the other measurements. The absolute 

pressure sensor measures the sum of hydrostatic pressure in the borehole and the air 

pressure. The absolute pressure sensor was installed in 2003, and it was available for all 

measurements after that. Air pressure was registered with a separate sensor. The 

hydraulic head along the borehole at natural and pumped conditions respectively, is 

determined in the following way: firstly, the monitored air pressure at the site is 

subtracted from the measured absolute pressure by the pressure sensor. The hydraulic 

head (h) at a certain elevation z is calculated according to the following /Nordqvist, 

2001/: 

h = (Pabs - Pb)/pfw g + Z (5-1) 

where 

his the hydraulic head (masl) according to the RHB 70 reference system, 

Pabs is the absolute pressure (Pa), 

Pb is the barometric (air) pressure (Pa), 

Pfw is the unit density 1000 kg/m 3 , 

g is the standard gravity 9.80065 m/s 2 and 

z is the elevation of measurement (masl) according to the RHB 70 reference system. 

An offset of 13.5 kPa is subtracted from all absolute pressure results. 

Exact z-coordinates are important in head calculation. 1 0 cm error in z-coordinate 

means 1 0 cm error in the head. 

The previous pressure measurements were carried out using a fresh water filled tube. An 

additional density correction was applied to head (obtained with absolute pressure 

sensor) to make the results comparable with head measurements using fresh water filled 

tube. The density of fresh water is not exactly invariable, but depends on water 

temperature and pressure (via compressibility) /PolHinen, J. 2004/. 

5.2.3 Hydraulic head and transmissivity of 2 m sections 

The majority of the flow logging results presented in this report are derived from 

measurements with the thermal dilution method. The thermal pulse method enables 

detection of flow direction. This method was used when flow direction had to be 

measured separately (when it was not known because of pumping). The thermal pulse 

method is slow, and it was used at every second meter. 

The results of the borehole sections with a 2 m section length and with a 2 m step length 

are presented in tables when such measurements were carried out, see for instance 

Appendix 1.4. The definitions of the columns are presented in Appendix1.4.1. 

Pressure was measured and calculated as described in section 5.2. Fresh water in the 

borehole during each logging phase is also presented (for example Appendix 1.4) 

The flow results (Flow1, 2 and 3) representing flow rates derived from measurements 

during un-pumped respectively pumped conditions, are presented next to each other to

26 

make comparison easier. Flow rates are positive if the direction of flow is from the 

bedrock into the borehole and vice versa. 

The lower measurement limits of the flow are also presented in the tables (Appendix 

1.4). There are theoretical and practical lower limits for the flow, see Section 5.2.5. 

The flow data is presented as a plot, see for instance Appendix 1.2. The left side of each 

diagram represents flow from the borehole into the bedrock for the respective test 

sections, whereas the right side represents the opposite. If the measured flow was zero 

(below the measurement limit), it is not visible in the logarithmic scale of the 

appendices. 

The hydraulic head and transmissivity of borehole sections can be calculated from the 

flow data using the method described in section 3. above. The hydraulic head of 

sections is presented in the plots if none of the two flow values at the same depth equals 

zero. Transmissivity is presented if none, or just one of the flows equals zero, see 

Appendix 1.3. 

The sum of the detected flows without pumping (Flow 1) should normally be zero. The 

sum of the detected flows should also be zero during pumping in KR24. Precondition to 

the zero sum is that all the flows in the borehole are measured, the measurements are 

correct, the borehole is not pumped, the water level is constant, the salinity distribution 

in the borehole is stabilized and the fractures are at steady state pressure. Unfortunately, 

in many cases the sum was not close to zero and the reason was usually not evident. 

When the tested hole is pumped, the sum of the measured flow should be equal to the 

pumping rate. 

5.2.4 Transmissivity and hydraulic head of fractures 

An attempt was made to evaluate the magnitude of fracture-specific flow rates. The 

results for a 0.5 m section length and for 0.1 m depth increments were used for this 

purpose in most of the cases. The first step in this procedure is to identify the locations 

of individual flowing fractures, and then to evaluate their flow rates. 

In cases where the fracture distance is less than the section length, it may be difficult to 

evaluate the flow rate. Increase or decrease of a flow anomaly at the fracture location 

(marked with the line) is used for the determination of the flow rate. 

Since sections with 0.5 m length were not used at un-pumped conditions, the results for 

a 2 m section length were used instead. The fracture locations are important when 

evaluating flow rate in un-pumped conditions. The fracture locations are already known 

on the basis of the measurements for a 0.5 m section length. Increase or decrease of the 

flow anomaly at the fracture location determines the flow rate. The measurement for a 2 

m section length at un-pumped conditions is used for the corresponding fracture flow 

rates. The flow direction is also evaluated. The results of evaluation are plotted, see for 

instance Appendix 1.1. 

The transmissivity and the hydraulic head of fractures are plotted (Appendix 1.5) and 

tabulated (Appendix 1.6) as the results of 2 m sections.

27 

5.2.5 Theoretical and practical measurement limits of flow 

The theoretical minimum of measurable flow rate in the overlapping results (thermal 

dilution method only) is about 30 ml/h. The thermal pulse method was also used when 

the borehole was not pumped. Its theoretical lower limit is about 6 ml/h. The upper limit 

of flow measurement is 300 000 ml/h. These limits are determined on the basis of flow 

calibration. It is assumed that the flow can be reliably detected between the upper and 

lower theoretical limits for favourable borehole conditions. 

The minimum measurable flow rate may, however, be much higher in practice, because 

borehole conditions may have an influence on the base level of the flow (noise level). 

The noise level, which may vary along the borehole, can be evaluated for such intervals 

of the borehole where there are no flowing fractures or other structures. 

There are several known reasons for increased noise in the flow: 

1) rough borehole wall 

2) solid particles in the water, such as clay or drilling debris 

3) gas bubbles in the water 

4) high flow rate along the borehole 

Rough borehole walls always cause a high noise not only in the flow, but also in single 

point resistance results. The flow curve and SPR curves are typically spiky when the 

borehole wall is rough. 

Drilling debris usually increases the noise level. This kind of noise is typically seen both 

with and without pumping. 

Pumping causes a pressure drop in the borehole water, and in the fracture water near the 

borehole. This may lead to the release of gas from dissolved form to gas bubbles. Some 

fractures may produce more gas than others. Sometimes increased noise level is 

obtained just above certain fractures (when the borehole is measured upwards). The 

reason is assumed to be gas bubbles. Bubbles may cause a decrease in the average 

density of water, and therefore also a decrease in the measured head in the borehole. 

The effect of a high flow rate along the borehole can often be seen above high flowing 

fractures. Any minor leak at the lower rubber disks is directly measured as increased 

noise in flow. 

A high noise level of the flow masks a "real" flow that is smaller than the noise. Real 

flows are totally invisible, if they are approximately ten times smaller than the noise. 

Real flows are registered correctly, if they are approximately ten times larger than the 

noise. Based on experience, real flows between 1110 times the noise and 10 times the 

noise are summed up with the noise. Therefore, the noise level could be subtracted from 

the measured flow to acquire the real flow. This correction has not been done so far, as 

it is not clear whether it is applicable in each case. 

In some boreholes the upper limit of flow measurement (300 000 ml/h) may be 

exceeded. Such fractures or structures hardly remain undetected (as the fractures below 

the lower limit). High flow fractures can be measured separately at a smaller drawdown.

28 

The practical minimum for measurable flow rate is presented in tables, see for instance 

Appendices 1.4 and 1.6 (Q-lower limit Practical). It is evaluated from the plotted flow 

curves (at depths without flowing structures). 

The practical minimum for measurable transmissivity could be evaluated using Q-lower 

limit and the actual head difference at each measurement. The theoretical minimum for 

measurable transmissivity can also be evaluated using a Q value of 6 ml/h (minimum 

theoretical flow rate with thermal pulse method) instead of Q-lower limit Practical. 

5.2.6 Electric conductivity and temperature of borehole water 

The electric conductivity of the borehole water (EC) is usually measured when the 

borehole is not pumped and when it is pumped. The measurements are often performed 

in both directions, downwards and upwards, see for instance Appendix 1.9 

The temperature of borehole water was measured during the EC measurements 

(Appendix 1.1 0). The temperatures of the EC values are corrected to 25 oc to make 

them more comparable with other EC measurements /Heikkonen et. al., 2002/. 

5.2.7 Electric conductivity of fracture-specific water 

The flow direction is always from the fractures into the borehole, if the borehole is 

pumped with a sufficiently large drawdown. This enables the determination of electric 

conductivity from fracture-specific water. Both the electric conductivity and the 

temperature of flowing water from the fractures were measured. 

Flow measurement makes it possible to find the fractures for the EC measurement. The 

tool is moved so that the fracture to be tested will be located within the test section (L = 

0.5 m). The EC measurements begin, if the flow rate is larger than a predetermined 

limit. The tool is kept on the selected fracture. The measurement is continued at the 

given depth allowing the fracture-specific water to enter the section. The expectation 

time for the EC measurement can automatically be calculated from the measured flow 

rate. The aim is to flush the water volume within the test section well enough. The 

measuring computer is programmed to change the water volume within the test section 

about three times. 

Electric conductivity of fracture-specific water is presented on a time scale, see for 

instance Appendix 1.11. The EC transients are noisy at some depths. The reason is 

assumed to be gas bubbles in the water.

29 

6 COMMENTS ON RESULTS 

6.1 Qualitative evaluation of flow connection to KR24 

A qualitative evaluation of the possible flow connections to borehole KR24 is made for 

each borehole. The evaluation is based on comparison between the flow result when no 

borehole was pumped and when KR24 was pumped. Each detected fracture can be 

compared separately. If the flow had changed its direction to negative during the 

pumping in KR24 there may be a flow connection to KR24. The change of direction to 

negative means that positive flow (flow into the borehole) had decreased, or that 

negative flow (flow out of the borehole) had become more negative. 

6.2 KR4 

Borehole KR4 was measured several times. The results of single-hole measurements are 

presented in Appendices 1.1 - 1.11. Hydraulic crosshole interference tests are presented 

in Appendices 2.1. 1 - 2.6. 

Borehole KR4 was measured for the first time in 1996 using a previous version of the 

difference flow meter. The fresh water head was measured with a fresh water filled 

tube. Detailed flow logging was performed in 1999 during fracture-specific EC 

measurements. Water level, drawdown, pumping rate or pressure was not recorded 

during this EC measurement. 

The new measurements in 2003 were carried out without pumping and with pumping 

using two different drawdowns. The aim of the measurements was to check the 

transmissivity and the head of some fractures. Unfortunately, the noise level of the flow 

was high, especially with pumping. Due to that, some fractures or sections could not be 

interpreted. 

At the depth of 61.1 m there was remarkable change in the flow during the pumping 

test, see Appendices 2.1.2 and 2.2. This indicates an interconnected flow. Another depth 

of interconnection is at 82.3 m. There may be other connections to KR24 in KR4 but 

not as clear as these, see Section 6.15, Table 4. 

6.3 KR7 

Single-hole measurements and hydraulic crosshole interference measurements are 

presented together, see Appendices 3.1-3.11 Borehole KR7 was measured in 2000. 

The water level and the fresh water head were almost at same level as without pumping 

during the hydraulic crosshole interference test. However, in the depth interval between 

285 m and 288 m, the direction of flow was the opposite during the pumping in KR24 

than when no borehole was pumped, see Appendices 3.1.13, 3.7 and 3.8. This indicates 

a flow connection between boreholes KR24 and KR 7.

30 

6.4 KRB 


presented together in Appendices 4.1 - 4.8. Borehole KR8 was measured earlier in 1999 

during fracture-specific EC measurements. 

The water level went down about one meter when KR24 was pumped, see Appendix 

4.5. The noise level of the flow without pumping was quite high. Due to that, the 

comparison of the results is not easy. However, it can be evaluated qualitatively that 

there may be connected flow at some depths, see Table 4. 

6.5 KR10 

Borehole KR10 was measured for the first time in 1999 during fracture-specific EC 

measurements. The flow measurements were performed twice when borehole KR24 

was pumped. The flow along the borehole was also measured. 

Borehole KR10 has a diameter of 115 mm between 0 m and 100 m (this part of the 

borehole is not measured yet). The diameter is 86 mm between 100 and 177.68 m. 

Below 177.68 m the diameter is 76 mm. The change in the diameter is visible in single 

point resistance curves at about 178 m, see Appendix 5.1.4. 

It is uncertain how well the tool works between 100 and 177.68 m, as the rubber disks 

are designed for 76 mm boreholes. The flow results are uncertain in this depth range, 

although the flow anomalies seem to be correct (even the anomalies in single point 

resistance) and the noise level of flow is low. 

There was an interesting flow anomaly at 175.4 m when KR24 was pumped. Pumping 

in KR24 could cause this flow. The conclusion still awaits confirmation by 

measurements of type 1 and 2 (when no borehole is pumped and when borehole KR1 0 

is pumped). Other possible connections are listed in Table 4. 

The flow meter can be configured for the measurement of flow along the borehole. The 

short cut tube through the system is closed and the lower rubber disks are removed. The 

results are not always consistent at least for small flow rates. In this case the large 

borehole diameter could cause the inconsistence. 

6.6 KR14 

All of the flow measurements carried out so far are presented together in Appendices 

6.1 - 6.8. Borehole KR14 was measured for the first time in 2001. 

The water level in the borehole was slightly higher during hydraulic crosshole 

interference test than during flow logging without pumping, because of seasonal 

variation, see Appendix 6.5. There are no clearly connected flows in this borehole. At 

the depth of 80.1 m there was a change in the flow direction from negative to positive. It 

is assumed that the pumping in KR24 would change the flow direction to negative. This 

is an opposite case, which would therefore not indicate connected flow. Possible 

connected fractures are listed in Table 4.

31 

6.7 KR22 

Before the pumping test, borehole KR22 was measured when it was pumped (with 

drawdowns of 2.5 m and 6.5 m). Section length of 0.5 m was used during the larger 

drawdown of6.5 m (Appendices 7.1.1-7.1.23). This was done in 2002 and no head data 

is available. 

Borehole KR22 was measured subsequently, just before the pumping started in KR24 

when all the boreholes were at rest (not pumped). All the flow curves are presented 

together, see Appendix 7.1.1 -7.1.23. 

An example of an anomaly is the fracture at 112 m. The flow was positive (into the 

borehole) during each logging. The flow rate was 38300 ml/h when no borehole was 

pumped and 238000 ml/h when borehole KR22 was pumped with a 2.5 m drawdown. 

During the pumping test (when borehole KR24 was pumped), the flow rate was 

between 83000 and 93000 ml/h. 

Another example is the fracture at 147.9 m. The corresponding flow rates are now- 

29900 ml/h (no borehole was pumped), 195800 ml/h (borehole KR22 was pumped with 

2.5 m drawdown) and between -78600 and -81700 ml/h (borehole KR24 was pumped). 

The conclusion of the examples above could be, that in the first case, there is no 

connected flow between the boreholes, or it is very small, while in the other case, the 

interconnection is clear. Another fracture that seems to have connected flow, is the one 

at 151.7 m. 

Flow along the borehole was measured in KR22 when KR24 was pumped. The flow 

rate was about 200 ml/h downward at 41 m and about 1 00000 ml/h downward at 14 7 m. 

The increase in downward flow fits well with the summed up flows measured with a 2 

meters section. The flow rate was about 1 0000 ml/h down at 3 90 m and increased at the 

fracture 391.0 m, (Appendix 7.1.18). According to the measurements made two days 

before, the flow downwards should decrease here. On the other hand, the flow in this 

fracture seemed to change between the two measurements when KR24 was pumped, see 

Appendix 7.1.18. Another inconsistent depth is at 425.4 where the flow downwards 

should increase, but instead turns into upward flow. 

The reason for this inconsistency of flow along the borehole is partially unknown. It is 

possible that the tool itself acts like a piston in the borehole thus creating pressure and 

flow transients. In the normal operation (with both upper and lower rubber disks), there 

is a relatively wide tube, which short cuts possible head change along the tool. This tube 

is closed for the measurement of flow along the borehole. 

6.8 KR22B 

All the flow measurements are presented together in Appendices 8.1.1 - 8.7. Borehole 

KR22B was measured for the first time in 2003, with pumping and without pressure 

measurements. Transmissivity was calculated using drawdown as head difference, 

which is a reasonable approximation in a short borehole.

32 

The fractures at 27.8 m, 33.6 m, 36.7m, 37.5 m and 39.2 m have indication of 

interconnected flow to borehole KR24. 

6.9 KR26 

All the flow measurements carried out in KR26 are presented together in Appendices 

9.1.1- 9.7. 

Water level in the borehole was slightly higher when KR24 was pumped than during 

flow logging without pumping, see Appendix 9.5. This was probably because of 

seasonal variation. The measured flows changed during the hydraulic crosshole 

interference test. The most remarkable change of flow in the negative direction (flow 

from the borehole to the bedrock) was at the depth of 51.6 m. 

A strong negative flow was also detected at 93.3 m (green curve in Appendix 9.1.5). 

The flow measurement along the borehole supports this conclusion. Other possible 

connections are listed in Table 4. 

6.10 KR27 


presented together in Appendices 10.1- 10.7. 

No clear indications of connected flows to KR24 were detected. However, weak 

indication can be seen at 257.8 m and 261.8 m. Other possible connections are at 207.1 

m 208.4 m and 285.0 m 

6.11 KR27B 


presented together in Appendices 11.1.1 - 11.7. 

There are no clear flow connections to KR24. Some possible connections are listed in 

Table 4. 

6.12 KR28 


presented together in Appendices 12.1.1 - 12.8. 

There were no remarkable changes of flow rates to negative direction (compared with 

the condition when no borehole is pumped) during the hydraulic crosshole interference 

test. Small indications of connected flow to KR24 can be seen at fractures between 

134.6 m and 176.5 m and also at 89.3 m and at 444.1 m. In these cases, the direction of 

flow (during pumping in KR24) had changed to negative (compared with the condition 

when no borehole is pumped), although lower fresh water head (Appendix 12.4) would 

normally cause the opposite.

33 

6.13 KR28B 

Hydraulic crosshole interference measurements are presented in Appendices 13.1 - 

13.6. Measurements when KR28B is pumped were not performed. 

There were no remarkable changes of flow rate to negative direction during the 

hydraulic crosshole interference test. The water level decreased somewhat during the 

test. A minor flow connection to KR24 may exist at 37.9 m and other possible 

connections at 14.5 m and at 19.0 m. 

6.14 Pumped borehole KR24 

The results of the single-hole measurements are presented in Appendices 14.1.1 - 

14.10. All the measurements were performed during pumping in KR24. Due to that, any 

calculated hydraulic head of fractures is uncertain and is not presented. There were 

problems with electricity and pumping during the measurement. Pumping stopped 

several times due to power failure and water level was not constant, see Appendix 14.5. 

Unfortunately, measurements had to be finished due to the lack of time. 

The flow results are presented in Appendices 14.1.1 - 14.1.27. Fracture-specific results 

are plotted in Appendix 14.2 and tabulated in Appendix 14.3. Calculated 

transmissivities are only qualitative. At the depths of 44.8 m, 47.2 m, 58.1 m, 76.2 m, 

115.5 m, 294.8 m, 317.3 m and 331.6 m transmissivity was not calculated, because 

difference in the borehole head between measurements was too small. Freshwater head, 

water level, air pressure and pumping rate are presented in Appendices 14.4- 14.7. EC 

and temperature measurements are presented in Appendices 14.8 - 14.1 0. 

6.15 Summary of flow connections 

The detected flow connections, based on qualitative evaluation, are concentrated only 

on a few fractures. These are listed in Table 4. 

Table 4. Detected flow connections 

Borehole Depth (m) Comments 

KR4 61.1 

KR4 82.3 

KR4 116.8 

KR4 141.6 

KR4 307.6 Possible connection 




KR7 239.8 

KR7 254.2 

KR7 286.3 

KR8 81.5

34 

KR8 82.3 

KR8 250.1 

KR8 255.0 

KR8 255.6 

KR8 272.3 

KR8 332.1 

KR10 260.7 

KR10 327.6 

KR14 13.4 


KR22 147.9 

KR22 151.7 

KR22B 27.8 

KR22B 33.6 

KR22B 36.7 

KR22B 37.5 

KR22B 39.2 




KR26 44.8 

KR26 51.6 

KR26 68.4 

KR26 74.7 

KR26 75.6 

KR26 91.6 

KR26 93.3 



KR27 257.8 

KR27 285.0 

KR27B 16.4 

KR27B 17.1 

KR27B 19.2 

KR27B 20.7 

KR27B 24.1 

KR27B 25.2 

KR27B 25.9 

KR27B 31.5 

KR27B 36.9 

KR28 89.3 

KR28 134.6 

KR28 144.4 

KR28 150.7 

KR28 155.4 

KR28 158.8 

KR28 171.0 

KR28 173.2 

KR28 174.7

KR28 176.5 

KR28 444.1 

KR28B 14.5 

KR28B 19.0 

KR28B 37.9 

35

36 

7 SUMMARY 

In this study, the Posiva Flow Log/Difference Flow method was used to determine 

hydraulic properties of fractures or structures in boreholes KR4, KR7, KR8, KRlO, 

KR14, KR22, KR22B, KR26, KR27, KR27B, KR28, KR28B and KR24 at Olkiluoto. 

The aim was to present all measured data of these boreholes in this report. 

The main theme of this study is to evaluate hydraulic connections between each 

borehole and borehole KR24. Borehole KR24 is located within the future shaft. For the 

analysis of connected flow to borehole KR24, flow measurements in all boreholes were 

carried out during pumping in KR24. Normal single hole measurements were also 

performed. Measurements were carried out both when the borehole under test was at 

rest and when it was pumped. In most of the boreholes, a 2 m section length with 0.25 

m depth increments was used. 

Single point resistance logging was performed simultaneously with the flow 

measurements. Single point resistance helps in depth synchronising between the 

measurements in the same borehole. 

The distribution of saline water along the borehole was logged by electric conductivity 

and measurements of the borehole water temperature. In addition, the electric 

conductivity was measured in selected flowing fractures. 

Based on a qualitative evaluation, connected flow to borehole KR24 was found in all 

boreholes.

37 

REFERENCES 

Heikkonen, J., Heikkinen, E. & Mantynen, M. 2001. Mathematical modelling of 

temperature adjustment algorithm for groundwater electrical conductivity on basis of 

synthetic water sample analysis. Helsinki, Posiva Oy. Working report 2002-10 (in 

Finnish). 

Ludvigson, J-E., Hansson, K. & Rouhiainen, P. 2002. Methodology study of Posiva 

difference flow meter in borehole KLX02 at Laxemar. Stockholm, Sweden: SKB AB. 

R-01-52. 

Marsily, G. 1986. Quantitative Hydrogeology, Groundwater Hydrology for Engineers. 

Academic Press, Inc. ISBN 0-12-208915-4. 

Nordqvist, R. 2001. Grundvattentryck - Inventering och utarbetande av rekommendationer 

for det geovetenskapliga undersokningsprogrammet. Djupfdrvars-teknik. SKB 

TD-03-0 1, Svensk Karnbranslehantering AB. 

Pollanen, J. 2004. Muistio 040909 Paineenkorjaus. Memorandum, PRG-Tee Oy (in 

Finnish) 

Niinimaki R. 2003. Core drilling of deep borehole OL-KR24 at Olkiluoto in Eurajoki 

2003. Eurajoki: Posiva Oy. 153 p. Working Report 2003-52. 

Ohberg, A. & Rouhiainen, P. 2000. Posiva ground water flow measuring techniques. 

Helsinki, Posiva Oy. Report POSIVA 2001-12.

Appendix 1.1 .1 

40 

41 

42 

43 

44 

45 

46 

47 

48 

-49 

E 

- £ 50 

c.. 

Q) 

Cl 51 

52 

53 

54 

55 

56 

57 

58 

59 

60 

Olkiluoto, borehole KR4 

Flow rate and single point resistance 

~ Without pumping (L=2 m, dl=2 m), (Flow direction= into the hole) 

'V Without pumping (L=2 m, dl=2 m), (Flow direction = into the bedrock) 

~ With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction= into the hole) 


With pumping during fracture-EC measurements, 1999-06-29- 1999-07-02 

Without pumping (L=2 m, dl=0.5 m}, 2003-10-28-2003-10-29 

With pumping (Drawdown = 5 m, L= 0.5 m, dl=0.1 m), 2003-11-04-2003-11-05 

With pumping (Drawdown = 5 m, L=2 m, dl=0.5 m}, 2003-11-05-2003-11-06 

With pumping (Drawdown = 10 m, L=2 m, dl=0.5 m), 2003-11-06 

With pumping (Drawdown = 10 m, L=0.5 m, dl=0.1 m}, 2003-11-10-2003-11-11 

----- With pumping (Drawdown = 10 m, L=0.5 m, dl=0.1 m}, 2003-11-17-2003-11-18 

----- Afer pumping during ground water recovery (L=0.5 m, dl=0.1 m), 2003-11-20- 2003-11-21 

- - - Lower limit of the flow rate (drawdown 10 m, section= 2 m)) 

• Fracture specific flow (into the hole) T Fracture specific flow (into the bedrock) 

1- 

r- 

- ,_ 

- - - - ~ ~ ~ ~ j 

- ,_ - - - - 

-- -- 

-- - ,_ I- - 

t 

- - - - 

-- - 1- 

-- - \ - 

-- =t 

r- 

- - - ,_ 

- 

- 1- 

- - 1- 

- 1-- 

1-- - 

f- 

f- 1- 

- f- - 1- 

1-- 

1-- 

1-- 

- 1-- 

f- 

f- 

f- 

- f- 

- 1-- 

1-- = '\ 

f- - - 

- f- - I 

f- \ 

1-- - 

1-- - - 1-- - - 

- f- - 

- f- = t 

- f- 

- - - 

- - - 

- - - 

- - - 

- - - 

1- 

1- 

1- 

- - - 1- 

-- 1- 

1- 

-- ' - 

- --- 

--- 

-- ,_ 

-- 1- 

- -- ,- 

1- 

1- 

- - ,_ 

- ;--- - ; - 

f- 1- 

f- - 1- 

f- - 1- 

- f- - 1- 

r--- - - 

1-- - 1- 

- ~ = \t 

- ;-- - - 

= =r- 

'- - \ - 

- -- = = ~ 

-- ~ 

--- 

--- 

- --- 

11111111 

f ~ 

~ § 

~J r 

(-- - - - - - 

- :- - ' - - - - 

- ,_ 

Appendix 1.1.2 

60 

61 

62 

63 

64 

65 

66 

67 

68 

-69 

E 

- £ 70 

c. 

Q) 

Cl 71 

72 

73 

74 

75 

76 

77 

78 

79 

80 



6. Without pumping (L=2 m, dl=2 m), (Flow direction= into the hole) 

\1 Without pumping (L=2 m, dl=2 m), (Flow direction = into the bedrock) 

6. With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction= into the hole) 


----- With pumping during fracture-EC measurements, 1999-06-29- 1999-07-02 

----- Without pumping (L=2 m, dl=0.5 m), 2003-10-28-2003-10-29 

----- With pumping (Drawdown = 5 m, L= 0.5 m, dl=0.1 m), 2003-11-04-2003-11-05 

----- With pumping (Drawdown = 5 m, L=2 m, dl=0.5 m), 2003-11-05-2003-11-06 

----- With pumping (Drawdown = 10 m, L=2 m, dl=0.5 m), 2003-11-06 

----- With pumping (Drawdown = 10 m, L=0.5 m, dl=0.1 m), 2003-11-10-2003-11-11 




.A. Fracture specifierflow (into thp-rhole) T Fracture specific flow (into the bedrock) 

=~ = = ~ ~ =I;; -=1 = 

-f- - ~ 'C 

-t-- - 

-t-- - - 

-t-- - 

=~ = ~-~ \; 

-f- - ,-f= ~- 

=~ = := ~ 

-t-- - , _ - }- 

-r- -t-- ·- 1- _?J)== 

~::"""" 

-r- - - 

-f- - - 

=~= \ ~ = 

=~ = J 1 ~ 

-f- - \-~t:- - ~ 

-t-- - , - ~ 

-t-- - ~ 

-r- =~ = - ~ 

r- 

~ 

-f-- ~ 

--- =~ = ~ \-K= J~ ~ 

= = - t.ft>=


- 

E 

..c 

+-' 

c. 

Q) 

0 

80 

81 

82 

83 

84 

85 

86 

87 

88 

89 

90 

91 

92 

93 

94 

95 

96 

97 

98 

99 

100 



~ Without pumping (l=2 m, dl=2 m}, (Flow direction= into the hole) 

"V Without pumping (L=2 m, dl=2 m), (Flow direction = into the bedrock) 


~ With pumping (Drawdown = 10 m, L=2 m, dl=2 m}, (Flow direction= into the hole) 

----- With pumping during fracture-EC measurements, 1999-06-29-1999-07-02 


----- With pumping (Drawdown = 5 m, L= 0.5 m, dl=0.1 m}, 2003-11-04-2003-11-05 

----- With pumping (Drawdown = 5 m, L=2 m, dl=0.5 m}, 2003-11-05-2003-11-06 

----- With pumping (Drawdown = 10 m, L=2 m, dl=0.5 m}, 2003-11-06 



Afer pumping during ground water recovery (L=0.5 m, dl=0.1 m), 2003-11-20-2003-11-21 

- - - Lower limit of the flow rate (drawdown 10 m, section = 2 m)) 


=~ = -~ ,L_~- ~~~- = 

-I- - - - )- - ,_- f-t-t - I- ~~ 

-I- - - - >- - k- 1- 1- I- - - -J 

-1- - - :\...;;;:. t- - ~ 1-tl \--- I- - - - 

=~ = = - ~ ~ l=L..r I- - - ..,:;; 

-1- - - 1- rt l'l - 

-I- - -~ ..,). 

=~ l""l lf ~ I- ~ ~ \"' 

-1- - - ~ t- 1--i r-~ I- - - ~ ~ - 

-1- - 1- ~ ~ ~ == F- 1- r- - - - - 

== = I= .-- ~ I= ...___ ~ = = ...;;;. = 

-r- - - r-- 1- I- - - 

-1- I- - - 

==== ~ -1- I- -1- r- == = .= = ~ -1- r- - - 

-- •- k' F- 

I- - - 

-- - 1-1[ - 1:- = :=1 = 

I- - - 

-1- - I- - - 

== = '\ = ?= -1- I- - - 

-1- r- =~= ~ ) = ~ -1- r- -1- r- =~ = t- >= ~ -1- r- - - 

=~= I =~= ~ 

=~ i= ? 

=~ := = ?= 

=~ = 

: = ~ = \;= 

-I- - - ) - ~ 

=~ = = ~ = t= 

-r-- - -r< - t- 

== = :=)= ?= 

== = \~ ~ 

== = ~-~= (= 

== - ~ =~r 

-- - - ) - ~ 

== = ~ =


100 

101 

102 

103 

104 

105 

106 

107 

108 



./':). Without pumping (L=2 m, dl=2 m}, (Flow direction= into the hole) 

V Without pumping (L=2 m, dl=2 m), (Flow direction = into the bedrock) 

./':). With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction = into the hole) 



----- Without pumping (L=2 m, dl=0.5 m}, 2003-10-28-2003-10-29 


----- With pumping (Drawdown = 5 m, L=2 m, dl=0.5 m}, 2003-11-05- 2003-11-06 




----- Afer pumping during ground water recovery (L=0.5 m, dl=0.1 m}, 2003-11-20- 2003-11-21 


.A. Fracture specific flow (into the hole) T Fracture specific flow (into the bedrock) 

- 109 

E 

............. 

£ 110 

a. 

Q) 

Cl 111 

110.8 

112 

113 

114 

115 

116 

117 

118 

119 

120 

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116.0 

116.8 

- 117.1 

10 100 1000 10000 

Single point resistance (ohm)


- s 

.c. ...... 

a. 

Q) 

0 

120 

121 

122 

123 

124 

125 

126 

127 

128 

129 

130 

131 

132 

133 

134 

135 

136 

137 

138 

139 

140 



1 



~ With pumping (Drawdown = 5 m, L=2 m, dl=2 m}, (Flow direction = into the hole) 



Without pumping (L=2 m, dl=0.5 m), 2003-10-28-2003-10-29 

With pumping (Drawdown = 5 m, L= 0.5 m, dl=0.1 m}, 2003-11-04-2003-11-05 




With pumping (Drawdown = 10 m, L=0.5 m, dl=0.1 m), 2003-11-17-2003-11-18 

Afer pumping during ground water recovery (L=0.5 m, dl=0.1 m), 2003-11-20- 2003-11-21 

- - Lower limit of the flow rate (drawdown 10 m, section= 2 m)) 

.A. Fracture specific flow (into the hole) 

~Fracture specific flow (into the bedrock) 

- - 

J -~- ; ~ - 1- -- 

~ 1- -- 

i- le= 

1- -- 

- i- - - I - '- t- -- 

1-- - -~ - - 1- -- 

1-- - - 1- -- 

1-- 

=f>= >= 

~ I§ 

1- -- 

- 1-- ~ - 1- -- 

i- - 1- \ - r- 1- -- 

i- 1- - - 1- -- 

i- 1- -- 

- i- I =~ = cl - 1- -- 

- 1-- - f- It'" 1-- 1- -- 

1-- - - < - t- 1- -- 

1-- -~ t- - 1- -- 

- 1-- 1- - ~ =I r- 1- -- 

- - ~ -< 

=I 

- - 1- -- 

' - 

- - - c-- 1- -- 

~ - - ~ r- 1- -- 

- - 1- - { - 1-- - 1- -- 

- - -- 

1-- 1- -- 

1-- - 1- -- 

- - -- - - - = 

f ~ 

=I r- 1- -- 

- i- -r--. - - r- - 1- -- 

- i- - - - - 1- 

=1 

-- 

~ I 

i- ,- 1- -- 

1-- - 1- 

1- -- 

- 1-- - 1- - ~ - - 1- -- 

1-- - '- -- 

1-- - => = < 

-- 

1-- - - c- -- 

- 1-- - - - - - - -- 

1- 1- - - -- 

1- 1-- -- 

1- i=} = 1-- - -- 

- 1- - '-\ - 1-- - - -- 

_, - - 1-- f- -- 

1-- = < 

- -- 

1-- - - -- 

- 1-- - ,- - ... - c- - -- 

1-- - 

- t- -- 

- 1-- t- =~ = E -- 

1-- t- -- 

- 1-- - - - t- - -- 

i- - < 1-- -- 

i- 1-- -- 

- i- < 1-- -- 

- i- - - - - - - -- 

,____ --- 

r-- - -- 

1-- ~ ~ 

- --- 

- i- - - - - - --- 

1-- 1-- 1-- - - - 

- 1-- - - ) - - - --- 

- i- - - - 1-- - --- 

- i- - - 

= t 

- 1- - - 

~= 

~ l 

1-- --- 

i- 1-- --- 

- 1- - - > - 

- 1-- - --- 

1-- '-- 

1- - - 1-- t- --- - 1- - --- - r- - 1- - - 

> - ~ 

1-- 1- 1-- 1- 1-- 1- - - - - ~= 

- 1-- - 1- - - 

-- r- - 1- - - 

1-- 1- - - 

- - f 1-- - 1- - 

- - -- - 1-- - 1- - - 

' = ~ 

-- 

r- 1- - - 

- 1-- 1- ~ = ~ 

1-- 1- - - - - ~- 4 - 1-- - 1- - - 

- ~ 

- - - 

-- -- 

- - -- h 

- -- 

~~ ~ 

= .= 

~ = = 

I 111111 1 I Ill I IT 11111 I 1111111 I 1111 111 I 1111111 

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- E 

-~ 

...... 

Q. 

Q) 

140 

141 

142 

143 

144 

145 

146 

147 

148 



~ Without pumping (L=2 m, dl=2 m}, (Flow direction= into the hole) 

V Without pumping (L=2 m, dl=2 m}, (Flow direction = into the bedrock) 




----- Without pumping (L=2 m, dl=0.5 m}, 2003-10-28- 2003-10-29 








.A. Fracture specific flow (into the hole) 'Y Fracture specific flow (into the bedrock) 

=:= = =~ = ~ = I= = = 1- = 

= 

-1-- - - - I= - - - -1-- - - 

-1-- - - - - - 1-] _J - I L - -1-- - -~--~-fi~-t~_J~~L!. - - 

=~ ~ - .. -..J~~- = 

r--- -- 

=~ =~ ~ = 

=~ = < =; --- ~ = =1~ ~ -- = = 

'- - -- 

=~ = = = < :::: -- 

=~ = = = -oc; = 

-1-- - - 1 - - 

=~ = =, = ~ = 

-r- - - "\. - ~ - 

-r- - -V - - 

-r- - - - - 

=~ = =[ = ~ = 

-r- - -~ - -1 

=~ = = ~ = ~ ~ 

-r- - - - ~ 

-1-- - - - ~ - 

-r- - - - - 

-r- - - - - 

-1-- - - '). - - 

-1-- - _ ., - l - 

-1-- - - - -- - 

-c-- -,...- - --~ - 

-i-- -1-- - - - - 

-f- 

-r- =~ = - ='-= _ .,.,_ 

-1-- - - - 

-r- -r- -r- - - - 

-1-- - -~~ - 

-1-- - - - 

-1-- - - - - 

-r- - - - - 

=~ = =i>= 

=~ = = ~ = 

-r- - - ~ - 

-r- - - - 

-1-- - - - 

-1-- - - - 

=-~ ~ = = 

t- - - 

t- - - 

1- - - 

1- - - 

1- - - 

t- - - 

t- - - 

t- 

1- 

- 

- 

- 

- 

1- 

1- - - 

t- - - 

t- - - 

t- - - 

t- 

t- - - 

t- - - 

t- - - 

1- - - 

1- - - 

1- - - 

- I-- - 1- 

1- - - 

t- - - 

t- - - 

t- - - 

t- 1- t- - - 

1- 1- - - 

t- - - 

t- - - 

1- - 1- - - 

--- 

--- 

--- 

--- 

--- 

--- 

- - - 

- - - 

--- 

--- 

--- 

--- 

- - - 

--- 

- - - 

--- 

--- 

- - - 

--- 

- - - 

--- 

--- 

I 111111 I 1111111 I 111111 I 111 111 1 I 1111 111 I 1111111 

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141 .5 

1 0 1 00 1 000 1 0000 


----------------------------------------· -- 

Appendix 1.1. 7 




\.1 Without pumping (L=2 m, dl=2 m}, (Flow direction = into the bedrock) 



----- With pumping during fracture-EC measurements, 1999-06-29 - 1999-07-02 



----- With pumping (Drawdown = 5 m, L=2 m, dl=0.5 m) , 2003-11-05-2003-11-06 




----- Afer pumping during ground water recovery (L=0.5 m, dl=0.1 m}, 2003-11-20-2003-11-21 


.&. Fracture specific flow (into the hole) T Fracture specific flow (into the bedrock) 

160 - - - - - - - - 

- - -- -- - - - - - - 

-- - -- - -- - - - - - - 

-- - ~ - -- -- -~ - -- - - - - - - 

-- - ~ - - -- - -- -~ = 

- - 1-- - - - I- - - 

1-- f- -~ I- f- I- f- - I- - - - f- - - 

- 1-- - - - I- - - 

161 -- - 

->- 

162 

163 

164 

165 

166 

- 1-- - - f- - - 

- I- - 

=>= 

f- - - 

- I- - f- - - 

I- f- I- - f- - I- I- - - I- - 

167 

= ~ - f- - - 

1-- - ) - I- 1-- I- - 1-- =~ = 

I- - - 

- I- - - - f- - - 

168 

I- > f- I- - I- I- - =) 169 

E 

- 

I- 1-- - - I- - - 

1-- ) - f- 1-- - f- - 1-- f- - £. 

- I- - - f- - - 

+"' 170 

I- f- 

a. 

-"r I- - - f- - Q) I- f- - 1- - = ~ = 

I- - - 

0 171 _.... 1-- I- - 1-- 172 

= ~ f- - 1-- - f- - 1- - - f- - - 

f- = ~ = 

f- -~ f- - - - - - I- - - 

173 

- ~ - f- f- -~ f- - - - - - f- - - 

174 

f- f- I- - 

175 - - - - 1-- - - 

I-- 1- -~: 

1-- - 1-- - - - - - - 

176 

-1-- - - - - - - 

177 

178 

179 

180 

-- - - - - - - 

-1-- - - - - - - 

-1- =~ = - -= ~ -= = - = - = - 

-1-- - - - - - - 

=E = 

=~ = = = = 

-'- - - f = - -- - 

-'-- - ~ - -- - - ( - - - -- - - ~ - - - -- - - ~ - - - - - 

\ 

I 1111111 I 1111111 I lflllll 11111111 11111111 I TnlTT 

,eo ,coo ,oooo ,ooooo ,oooooo 


1 0 1 00 1 000 1 0000 



180 

181 

182 

183 

184 

185 

186 

187 

189 

E 

- .r:. .... 190 

a. 

Q) 

0 191 



/::::,. Without pumping (L=2 m, dL=2 m), (Flow direction= into the hole) 

\1 Without pumping (L=2 m, dL=2 m), (Flow direction = into the bedrock) 

/::::,. With pumping (Drawdown = 5 m, L=2 m, dl=2 m}, (Flow direction= into the hole) 

/::::,. With pumping (Drawdown = 10 m, L=2 m, dL=2 m), (Flow direction= into the hole) 


----- Without pumping (L=2 m, dL=0.5 m), 2003-10-28-2003-10-29 



----- With pumping (Drawdown = 10 m, L=2 m, dL=0.5 m), 2003-11-06 


----- With pumping (Drawdown = 10 m, L=0.5 m, dL=0.1 m), 2003-11-17-2003-11-18 

----- Afer pumping during ground water recovery (L=0.5 m, dL=0.1 m), 2003-11-20-2003-11-21 



=~~ - - - - 

- 1- - - - - 

-) - 

1-- 1-- 1- - - 1- - - - - - - - 

1-- - - 1-- - 1-- - = ~ = 

- - - 

1- - ,/ - 1- 1- - - 1-- - - - - - - 

=3= 

1- 1- -1- 1- - 1- - - ) - - - - 

- 1-- - - - - - - 

- 1-- - - - - - - 

1-- :') - 1- - - - - - - 

1- - 1- - - - - - 

= ~ - - - - 

1-- - 1-- - - - - - - - 

1- 1- 1- = ~ = 

- 1- - - - - - - 

=> = 

- - - - - - 

- - - - - - - - 

188 

- - - - ~ - - - - 

- - - - - - - - 

192 

193 

194 

195 

196 

197 

198 

199 

200 

- - - - -> - - - - 

~ - - - - - - - - 

- ~~ 

- 1- - - - - - - 

1-- 1-- 1-- -=>-- - 1-- - -K - - - - 

1- 1-- ) 1-- - 1- - - > - - - - 

1-- 1-- 1-- - 1- - - - - - - 

1- -~ 1- 1- - 1- - - - - - - 

1- 1- =~ 1- - 1- - - - - - - - 

1-- ~ - 1-- - 1-- - - ~ - - - - 

- 1-- - - - - - - 

1-- 1- 1- - 1- - - - - - - 

1-- =~ 1-- - 1- - 1- - - - - - - - 

1- 1- ~ 1-- - 1-- - - - - - - - 

I 111111 I 1111111 I 111111 I 1111 11 1 I 1111111 I 1111111 

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10 100 1000 10000 




200 

201 

202 

203 

204 

205 

206 

207 

208 

-209 

E 

- £i 210 

a. 

Q) 

0 211 

212 

213 

214 

215 

216 

217 

218 

219 

220 











----- With pumping (Drawdown = 10 m, L=2 m, dl=0.5 m) , 2003-11-06 

With pumping (Drawdown = 10 m, L=0.5 m, dl=0.1 m) , 2003-11-10-2003-11-11 

With pumping (Drawdown = 10 m, L=0.5 m, dl=0.1 m), 2003-11-17- 2003-11-18 



.... Fracture specific flow (into the hole) ~ Fracture specific flow (into the bedrock) 

---- - - ~ ---- ---- - 

---- 

---- 

---- 

---- 

---- 

---- 

== => => 

== = =;> = 

-- - -;> - 

-- - _, - 

---- - 

---- ---- - 

---- - 

-- - - 7 ---- - 

-- == = - = ~ = - 

--- -

Appendix 1.1.1 0 

221 

222 

223 

224 

225 

226 

227 

228 

-229 

......_... E 

£ 230 

c. 

Q) 

Cl 231 

232 

233 

234 

235 

236 

237 

238 

239 

240 



b.. Without pumping (L=2 m, dl=2 m), (Flow direction= into the hole) 


b.. With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction = into the hole) 












220 

T Fracture specific flow (into the bedrock) 

-- - - 1 - 

== ---- = = ~> = 

- 

---- -- ~ -- - - 1 ---- - 

---- --- - - 

--- - ~·- 

---- - 

---- - 

-- - - >- 

== = = ~ - 

-- - - ~ - 

-- - - ~ - 

== = = ) = 

---- - - ~ ---- - 

-- - - \ - 

-- - - J ---- - 

== =>= 

== =) - 

== = =t>= 

== = =) = 

== = =


240 

241 

242 

243 

244 

245 

246 

247 

248 

-249 

E 

- £ 250 

a. 

Q) 

0 251 

252 

253 

254 

255 

256 

257 

258 

259 

260 





/:). With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction= into the hole) 

/:). With pumping (Drawdown = 10 m, L=2 m, dl=2 m}, (Flow direction= into the hole) 


Without pumping (L=2 m, dl=0.5 m}, 2003-10-28- 2003-10-29 


With pumping (Drawdown = 5 m, L=2 m, dl=0.5 m}, 2003-11-05-2003-11-06 

With pumping (Drawdown = 10 m, L=2 m, dl=0.5 m) , 2003-11-06 



----- Afer pumping during ground water recovery (L=0.5 m, dl=0.1 m), 2003-11-20-2003-11-21 


_. Fracture specific flow (into the hole) 


---- - -~ ---- - 

---- - 

== = = ~ = 

---- 

---- 

I- - - 

I- - - 

I- - - 

e-. - - 

1- - - 

1- - - 

I- - - 

I- - - 

-- - - >- - 1- - - 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

-- - - ~ - 

== = ::>= 

---- - 

== = ~ = 

== = = ~ = 

---- - 

---- - 

---- ---- - 

==== ~ 

---- 

---- 

---- - 

---- ---- ---- - 

== = - 

-r- 

-=?= 

==~ 

---- ---- ---- - 

-r- =~ = - ::) _ , _ = 

-r- - - "'(""""- 

-r- -r - 

~ -r- -r- - - - 

-r- -r- -r- -r- - - 

-r- - - 

-r- -r- - - 

---- 

-- - - -/ - 

---- - 

-- - - \ - 

-- - --> - 

== = =~ = -- - - 1( - 

---- - 

---- - 

--- -~:- 

---- - 

-- - ~ > - 

== = ::) = -- - - ) - 

---- - 

1- - - 

1- - - 

1- - - 

I- - - 

I- 

I- - 

- 

- 

1- - - 

1- - - 

I- 

I- - - 

I- - - 

1- - - 

1- - - 

1- - - 

I- - - 

I- 

I- - - 

1- - - 

1- - - 

I- - - 

I- - - 

I- - - 

1- - - 

1- - - 

1- - - 

I- 

1- - - 

1- - - 

1- - - 

1- - - 

r- - - 

I- - - 

I- - - 

1- - - 

I- - - 

1- - - 

1- - - 

1- - - 

1- - - 

I- - - 

I- - - 

I- - - 

1- - - 

1- - - 

1- - - 

1- - - 

r- - - 

1- - - 

I- - - 

1- - - 

1- - - 

1- - - 

1- - - 

1- - - 

1- - - 

1- - - 

1- - - 

1- - - 

1- - - 

1- - - 

I- - - 

1- - - 

1- - - 

1- - - 

1- - - 

1- - - 

1- - - 

-- - - - I- - - 

-- - - - I- - - 

== = = ~ = ~ = = 

\ 

I 1111111 I 1111111 I 11111 11 I 1111111 I 1111111 I 1111111 

,cc ,coo ,cccc ,ccccc ,cccccc 


1 0 1 00 1 000 1 0000 


----------------------------------------------------------------- --- 


260 

261 

262 

263 

264 

265 

266 

267 

268 

-269 

E 

- :6 270 

c. 

Q) 

Cl 271 

272 

273 

274 

275 

276 

277 

278 

279 

280 



.6. Without pumping (L=2 m, dl=2 m), (Flow direction= into the hole) 


~ With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction = into the hole) 


------ With pumping during fracture-EC measurements, 1999-06-29 - 1999-07-02 

------ Without pumping (L=2 m, dl=0.5 m), 2003-10-28-2003-10-29 

------ With pumping (Drawdown = 5 m, L= 0.5 m, dl=0.1 m), 2003-11-04-2003-11-05 

With pumping (Drawdown = 5 m, L=2 m, dl=0.5 m) , 2003-11-05-2003-11-06 

With pumping (Drawdown = 10 m, L=2 m, dl=0.5 m) , 2003-11-06 

------ With pumping (Drawdown = 10 m, L=0.5 m, dl=0.1 m) , 2003-11-10-2003-11-11 

------ With pumping (Drawdown = 10 m, L=0.5 m, dl=0.1 m) , 2003-11-17-2003-11-18 



_. Fracture specific flow (into the hole) ~ Fracture specific flow (into the bedrock) 

r =' 1- - - - = ~ = 1- - - 

- - - - - r - - 

- ~ - 1- - 1- - - 

- - - 

- - 

- - 

- - 

- - 

- - 

,.--- 

,.--- 

,.--- 

- c- 

,.--- 

,.--- 

- ,--- 

- 

- 

=~ - 1- 1- - - 

1- -~ - - -- - -~ - r - - 

1- 1- -r= - 1- - - \. - r - - 

r 1- -t~ 

1- - - - 1- - - 

=~ - r - - 

r - 1- - - - 1- - - 

- - - r - - 

- - - r - - 

- - - r - - 

- 

_, _ 

r - - 

~ = 

1- 1- - - 1- -- ~ - 1- - - 

- - 

1- 1- - - 

ft~ 

1- - - - 1- - - 

-~ - - - - - - r - - 

-;l 1- - - 1- 1- - - - =~= - r - - 

- - 

=~ 1- 1- - 1- - - - 1- - - 

,_1 r 1- - - - - '1;.,. - - r - - 

- -~ - - - 

='"'"' - - r - - 

,.--- 

f- 

- c- 

=~ r - 1- - -,...., - - r - - 

c- 

- 

- ~ - 1- 1- ,.--- 

- c- 

-~ : 

1- - - - r - - 

c--- 

1- i-- 

-~- 

1- - f-- 

- c- - - - r - - 

i-- 

,--- 

=~ 1- 1- - - - - - - r - - 

- - - r - - 

- - - r - - 

- -~ - r - - 

- - - r - - 

I I 111111 I I 11111 I 11111 11 I 111111 I I 11111 I 111111 

~ 

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"oo "ooo "oooo "ooooo "oooooo 


1 0 1 00 1 000 1 0000 



280 

281 

282 

283 

284 

285 

286 

287 

288 

-289 

E 

- £ 290 

c.. 

(]) 

0 291 

292 

293 

294 

295 

296 

297 

298 

299 

300 



~ Without pumping (l=2 m, dl=2 m), (Flow direction= into the hole) 











Afer pumping during ground water recovery (l=0.5 m, dl=0.1 m), 2003-11-20-2003-11-21 


• Fracture specific flow (into the hole) "Y Fracture specific flow (into the bedrock) 

-;-- -~ -I-- - - - - 

-I-- - - - 

-I-- - - - - 

-r- =~ = =~~= 

-r- - - - 

+'-- 

-I-- - 

-!---- - +


300 

301 

302 

303 

304 

305 

306 

307 

308 

-309 

E 

-£; 310 

a. 

Q) 

0 311 

312 

313 

314 

315 

316 

317 

318 

319 

320 
















_. Fracture specific flow ir to the hole) T Fracture specific flow (into the bedrock) 

= = = -.(_- 'I - I- - t ~ I\;: I- - - 

-- - - - ~ .__ - I- = = 

-- - - - A I ~ - ~ r- - - 

-- - ~ - ~ !!!'!! r- - 

-- - - - f- - - r- - - - - 

== = = ' P.= = = = ~ = = = = 

== -- = - ~r= - - ~ ~ . -.= = - = - = - I- ~ = - = - = - = - 

-- - - - - - - - I- - - - - 

:=:= =: ==I =: ~ ::: ;= =: =: ~ =: := =: =: 

-- - - "} - };! - t- - - r- - - - - 

-~ >-11 t- - I- -- - - I - ~ - - r- - - - - 

---- - >- ~- ~ -- ~- - 

== =,... r:;;_ ~~ ~-- = ~ = = == = = = -- +- - I- - , _ - - 

- -


320 

321 

322 

323 

324 

325 

326 

327 

328 

-329 

E _.. 

£ 330 

Q. 

Q) 

Cl 331 

332 

333 

334 

335 

336 

337 

338 

339 

340 



D.. 

Without pumping (L=2 m, dl=2 m), (Flow direction= into the hole) 

'\1 Without pumping (L=2 m, dl=2 m), (Flow direction = into the bedrock) 

D.. With pumping (Drawdown = 5 m, L=2 m, dl=2 m}, (Flow direction= into the hole) 

D.. With pumping (Drawdown = 10 m, L=2 m, dl=2 m), (Flow direction= into the hole) 









- - - _Lower limit of the flow rate (drawdown 10 m, section= 2 m)) 

.._ Fracture >Pecific flow (into the hole) T Fracture specific flow (into the bedrock) 

- - - - - ::~ ~ 

- - - 

- - 

= ~ ~ ~ ~ 

- - - 

' ~~ ~ 

- 

- I-- - ~ ~ 

- - - 

__.! I-- 

,... _ 1- - 1- 

- 1- = I ~ l =t 

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I-- - I-- I :::I I-- = ~ ~ - - 1- 

_ 4 

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1- 

1- .? 

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t- I-- 

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r- - 

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1-- 

1-- 

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- I-- 

- 1- 

- 1- 

- 1- 

- 1-- 

\ 

~ 

- - -- - - - 

- -> - - - - 

- 

:: ;> = 

- - - 

- - - - 

- - - - - - 

I-- 

I-- 

~ 1- 

- - 1- - - "'-::>:- - - - 

I-- 

- ~ - I-- 

I-- 

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1- 

1- 

-r: - - - - - - 

-? - 1- 

- ~~ 

- 1- - - - - - 

I-- 

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-\i= - - - - - i- - - 

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r- I-- 

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-~~ 

- - 

-- ,_ ' 

- I-- - - - i- - - 

1- 

I-- 

1- 

-~ r- - i- - I-- - - - - i- ' - - 

1- 

- ~ - i- 1- 

i- 1- 

~ i- - 1- - - - i- - - 

I-- 

- i- i- ~ i- - - - - i- - - 

-r i- - i- - - - ::) - i- - i- - - 

- -~ i- i- - - i- - - - - - - i- - - 

i- i- i- - - - - i- - - 

I 1111111 I 1111111 I 11111 11 I 1111111 I 1111111 I 1111111 



..ill.Q. 

1 0 1 00 1 000 1 0000 



340 

341 

342 

343 

344 

345 

346 

347 

348 

-349 

E _.. 

£ 350 

a. 

Q) 

Cl 351 

352 

353 

354 

355 

356 

357 

358 

359 

360 




\1 Without pumping (L=2 m, dl=2 m}, (Flow direction = into the bedrock) 




----- Without pumping (L=2 m, dl=0.5 m) , 2003-10-28-2003-10-29 





---- - With pumping (Drawdown = 10 m, L=0.5 m, dl=0.1 m), 2003-11-17-2003-11-18 



A Fracture specific flow (into the hole) T Fracture specific flow (into the bedrock) 

-- - -r -->---- - - 

--- -!lt -- 

-- - -:-? - - 

-----~ -- -- - - - - 

-- - _, - - 

-- - -~ - - 

-- - - - 

--- - -- 

--- - ----~ - 

---- -- 

--- - -- 

-- --{- -- - -t'- - 

--- _, _- 

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-- == = = -?~:= = 

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--- - ( ~- 

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-r- -r- - 

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--- 

--- 

--- 

--- 

--- 

--- 

--- 

-- 

--- 

--- 

--- 

--- 

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--- 

--- 

--- 

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1- 

~ =; = - 1- 

- " ..:.._ 

~~ - - - 

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-r- - 

=~= I 

-r- - 

1- - - 

1- - - 

1- - - 

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I- - - 

1- - - 

1- - - 

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I- - - 

I- - - 

I- - - 

I- - - 

1- - - 

1- - - 

1- - - 

I- - - 

I- - - 

I- - - 

I- - - 

1- - - 

1- - - 

1- - - 

I- - - 

I- - - 

I- - - 

1- - - 

1- - - 

I- 

,..- - - 

I- 

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1- - - 

1- - - 

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I- - - 

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1- - - 

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--- 

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--- 

--- 

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--- 

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--- 

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--- 

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:- - - 

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c- - - 

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--- 

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--- 

c- - - 

--- 

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357.4 

1 0 1 00 1 000 1 0000 



360 

361 

362 

363 

364 

365 

366 

367 

368 

-369 

E 

- £; 370 

a. 

(]) 

0 371 

372 

373 

374 

375 

376 

377 


Flow rate and sing le point resistance 

~ Without pumping (L=2 m, dL=2 m), (Flow direction= into the hole) 













..._ Fracture specific flow (into the hole) 


-t-- - --- 

-t-- - --- 

--- --- 

--- - - - 

--- --- - - - 

--- --- 

--- --- 

--- --- --- 

--- --- 

--- --- 

--- 

- - - 

--- 

--- 

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=~ - - 1-. -~ - 

-1- - ' ...._. = - t-- 

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1- ~ --; v-(- t-- - - - - 

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--- 

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r---- 

r---- 

r- - - 

r- - - 

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366.3 

370.1 

378 

379 

380 

--- ~ == i--- 

-- r- -- - , r- - - 

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1 0 1 00 1 000 1 0000 



380 

381 

382 

383 

384 

385 

386 

387 

388 

-389 

E 

- £ 390 

a. 

Q) 

0 391 

392 

393 

394 

395 

396 

397 

398 

399 

400 



bJ. 

'V 

bJ. 

bJ. 

Without pumping (L=2 m, dl=2 m}, (Flow direction= into the hole) 

Without pumping (L=2 m, dl=2 m}, (Flow direction = into the bedrock) 

With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction = into the hole) 

With pumping (Drawdown = 10 m, L=2 m, dl=2 m}, (Flow direction= into the hole) 










.._ Fracture specific flow (into the hole) ~ Fracture specific flow (into the bedrock) 

-t-- ~ r= - - --- 

-t-- - - --- 

-t-- - - - --- 

-I- - - - 

-I- 

-1--- - ; - 

-I- - - - 

=~ = ~ = 

=~ =·$= 

=~ =-~ = 

=~ = =~\= 

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-t-- -I- - - 

=~ = =~- 

-t-- - - - 

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-t- - --L - - 

=~ = -~ 

-t-- - - ~ - - 

-t-- =~ -= -= ~ -= = - 

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-t-- - - t- - 

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-,- - - J:- - 

---- ~ -,- - - t- - 

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--- 

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1 0 1 00 1 000 1 0000 



400 

401 

402 

403 

404 

405 

406 

407 

408 

-409 

E 

- ~ 410 

a. 

Q) 

Cl 411 

412 

413 

414 

415 

416 

417 

418 

419 

420 





~ With pumping (Drawdown = 5 m, L=2 m, dl=2 m) , (Flow direction = into the hole) 












---- ---- - 

-r-- - - - 

-1-- - - - 

=~ =e>= 

=~ =~= 

-1-- =~ = - -=~~- = - 

-1-- - - - - 

------ 

== = =~- = 

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='r?= 

>= 

---- == = = H~ = 

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---- == = ~ - 

------ 

=;= = = 1=. = 

-'-- - - ,_ - 

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-'-- - - 

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I- - - 

I- - - 

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r- - - 

r- - - 

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r- r- r- - - 

I- - - 

I- r- r- r- - - 

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1 0 1 00 1 000 1 0000 



420 

421 

422 

423 

424 

425 

426 

427 

428 

-429 

E 

- :6 430 

a. 

Q) 

0 431 

432 

433 

434 

435 

436 

437 

438 

439 

440 




\I Without pumping (L=2 m, dl=2 m}, (Flow direction = into the bedrock) 






----- With pumping (Drawdown = 5 m, L=2 m, dl=0.5 m) , 2003-11-05- 2003-11-06 




Afer pumping during ground water recovery (L=0.5 m, dl=0.1 m}, 2003-11-20- 2003-11-21 



- 

- - - =-'>= 

- - - 

c- 

- - ~ - - 

!- !- - 

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- - --- - - - 

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- --- - - - 

- --- - - - 

- --- - - - 

- --- - - - 

- --- 

- --- 

- --- 

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- - - 

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- - - 

- - - 

- - - 

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- - - 

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c- f.- :-- r- - - 

r- - - 

r- c- c- - - 

c- c- c- - r- - - 

c- c- r- r- - - 

r-- 

r-- 

c-- 

r- - - 

I I 11 11 11 I I 1 11 111 I 11 1 1111 I 1 1 1 111 1 I I 1 1 1 111 I 1 1 1 11 11 

\oo \coo \oooo \ooooo \oooooo 


1 0 1 00 1 000 1 0000 



440 

441 

442 

443 

444 

445 

446 

447 

448 

-449 

E ..._ 

£ 450 

0.. 

Q) 

0 451 

452 

453 

454 

455 

456 

457 

458 

459 

460 



/:):. Without pumping (L=2 m, dl=2 m), (Flow direction= into the hole) 


1:):. With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction = into the hole) 

/:):. With pumping (Drawdown = 10 m, L=2 m, dl=2 m), (Flow direction= into the hole) 










.6. Fracture specific flow (into the hole) ... Fracture specific flow (into the bedrock) 

-t-- =~== - - ~ -= 

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-f- - - '-- - 

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"'oo "'coo "'oooo "'ooooo "'oooooo 


1 0 1 00 1 000 1 0000 



468 

-469 

E 

- £ 

Q. 

470 

Q) 

Cl 471 

477 

478 

479 

480 



f:j. Without pumping (L=2 m, dL=2 m), (Flow direction= into the hole) 

V Without pumping (L=2 m, dL=2 m}, (Flow direction = into the bedrock) 

f::j._ With pumping (Drawdown = 5 m, L=2 m, dL=2 m), (Flow direction = into the hole) 

f::j._ With pumping (Drawdown = 10 m, L=2 m, dL=2 m) , (Flow direction= into the hole) 



----- With pumping (Drawdown = 5 m, L= 0.5 m, dL=0.1 m), 2003-11-04-2003-11-05 



----- With pumping (Drawdown = 10 m, L=0.5 m, dl=0.1 m) , 2003-11-10-2003-11-11 





460 

461 

~ f- f- f- - - - - - r- - - 

r- - 

f- f- - - - - 

462 J - r- - - 

r- r- ~ 

r- - - - - 

j _ - f- - - 

463 

f- r- =tf 

r- - - - - - - r- - - 

464 

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f- - - - - - - r- - - 

465 

=->= r- r- - - - --~ - 

466 

r- f- - - 

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467 

~~~ r- r- - r- - - - - - f- - - 

=~~ - f- - r- r- - - - - - - r- - - 

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r- - t-- - - \.. - - r- - - 

t-- -~ r- t-- - r- - -,_ - t-- - - - '- - - 

472 

r- ~ r- - - r- - 

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473 

r- r- r- 474 

~ = 

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r- r- t-- - 475 

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t-- ~~~ t-- - r- - - - - r- - - 

476 

r- - ,.... - - - - 

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-- == = =~- = [ = = 

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I 111111 I 1111111 I 1111111 I 1111111 I 1111111 I 1111111 



1 0 1 00 1 000 1 0000 


------- ------------------- - - - 


480 

481 

482 

483 

484 

485 

486 

487 

488 

-489 

E ....._... 

£ 490 

c.. 

Q) 

Cl 491 

492 

493 

494 

495 

496 

497 

498 

499 

500 
















_. Fracture specific flow (into the hole) T Fracture specific flow (into the bedrock) 

i- ,..._ ,..._ - - ,..._ - - - - - - 

i- i- i- - i- - - - - - 

-~~ - - - - 

~~~ - - - - 

- ,..._ - - 

t= - - - - 

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r- r- - ,..._ - - - - - - 

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- ,..._ - - - - - - - 

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== r-u= == = ~ ~ t= ~ = = 

"\ 

I 1 11111 I 1111111 I 1111111 I 1111111 I 1111111 I 1111111 

,eo ,coo ,oooo ,ooooo ,oooooo 


10 100 1000 10000 



500 

501 

502 

503 

504 

505 

506 

507 

508 

-509 

......_... E 

£ 510 

a. 

Q.) 

0 511 

512 

513 

514 

515 

516 

517 

518 

519 

520 









----- With pumping (Drawdown = 5 m, L= 0.5 m, dl=0.1 m), 2003-11-04- 2003-11-05 








== = 

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l=l 

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--- 

--- 

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--- 

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--- 

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520 

521 

522 

523 

524 

525 

526 

527 

528 

-529 

5 

£ 530 

a. 

Q) 

0 531 

532 

533 

534 

535 

536 

537 

538 

539 

540 



~ Without pumping (L=2 m, dL=2 m), (Flow direction= into the hole) 











----- Afer pumping during ground water recovery (L=0.5 m, dl=0.1 m), 2003-11-20 - 2003-11-21 



-r-- - ~ - T = 

-r- - --~ - 

-r-- - >- - t- - 

-r-- - Ul- 

---- -~ - - ~~ - (- \c-- 

=~ = [.( =\:il = 

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I 1111 111 I 111111 I 111111 I 1111111 I 111111 I 111111 

\ 



1 0 1 00 1 000 1 0000 



540 

541 

542 

543 

544 

545 

546 

547 

548 

-549 

E 

- £; 550 

c. 

Q) 

0 551 

552 

553 

554 

555 

556 

557 

558 

559 

560 






~ With pumping (Drawdown = 10 m, L=2 m, dl=2 m) , (Flow direction= into the hole) 











-1- =~ = =~~- = 

-1- - - - 

=:= -1- = - -=~ - = - 

-1- - - - - 

------ 

=:= = =~- = 

---- - 

---- == = =~~- = 

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-1- - - - - - - - 

-I- - - -/- - - - - 

-I- - - ~ - - - - - 

-I- - - ' - - - - - 

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-1- =~ = - -=~- = - = - = - = - 

-1- - - - - - - - 

=:= = = :


560 

561 

562 

563 

564 

565 

566 

567 

568 

-569 

E 

........... 

£ 570 

a. 

Q) 

Cl 571 

572 

573 

574 

575 

576 

577 

578 

579 

580 



.6. Without pumping (L=2 m, dl=2 m}, (Flow direction= into the hole) 

Without pumping (L=2 m, dl=2 m), (Flow direction = into the bedrock) 

'\1 

.6. With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction= into the hole) 

.6. With pumping (Drawdown = 10 m, L=2 m, dl=2 m), (Flow direction= into the hole) 











=~ =r~ )= =~ = =·K-J= = = 

-1- - - ~ ' .- - 

=~ = =~ ~ ~ = 

-1- - - -< p.- - 

-1- =~ = - = - ~ < ,..__ := = - 1-= 

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------ 

----~ - 

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-1- - -1- - - - 

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I 111111 I 1111111 I 1111111 I 1111111 I 1111111 I 1111111 

"\ ,oo ,coo ,oooo ,ooooo ,oooooo 


564.1 

1 0 1 00 1 000 1 0000 


----------------------- -- - - 


581 

582 

583 

584 

585 

586 

587 

588 

-589 

5 

:5 590 

a. 

Q) 

Cl 591 

592 

593 

594 

595 

596 

597 

598 

599 

600 



tJ. Without pumping (L=2 m, dl=2 m), (Flow direction= into the hole) 


l:::t. With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction= into the hole) 

l:::t. With pumping (Drawdown = 10 m, L=2 m, dl=2 m), (Flow direction= into the hole) 










A Fracture specific flow (into the hole) 

580 


-1-- =~== ~ = 

-r-- - - - 

-r-- =~ = =~ = 

-r-- - - - - 

-1-- =~== ~ -= 

-1-- - - - 

-r-- - - 

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-- == = =~(= = ,___ ~ = = 

-- - - - - ,___ - - 

-- == = =-~ = i- ~ = = 

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I 1111111 I 1111111 I 1111 11 I 1 111111 I 1111 111 I 1111111 



1 0 1 00 1 000 1 0000 


------- - 


600 

601 

602 

603 

604 

605 

606 

607 

608 

- 

-609 

E 

:5 610 

CL 

Q) 

Cl 611 

612 

613 

614 

615 

616 

617 

618 

619 

620 



/:). Without pumping (L=2 m, dl=2 m) , (Flow direction= into the hole) 


/:). With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction = into the hole) 

/:). With pumping (Drawdown = 10 m, L=2 m, dl=2 m) , (Flow direction= into the hole) 











=~== -t-- - - ~ -= 

-t-- - - - 

-1----- =~== ~ -= 

-t-- - - - 

-t-- - - 

-t-- - - 

-t-- - - 

-1----- 

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I I 111111 I I 111111 I I 111111 I 111111 I 111111 I 111111 

\ oo \ ooo \ oooo \ ooooo \ oooooo 


1 0 1 00 1 000 1 0000 



620 

621 

622 

623 

624 

625 

626 

627 

628 

-629 

E 

- £ 630 

c.. 

Q) 

Cl 631 

632 

633 

634 

635 

636 

637 

638 

639 

640 



1::!,. Without pumping (L=2 m, dl=2 m), (Flow direction= into the hole) 


1::!,. With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction = into the hole) 

1::!,. With pumping (Drawdown = 10 m, L=2 m, dl=2 m), (Flow direction= into the hole) 










A Fracture specific flow (into the hole) "Y Fracture specific flow (into the bedrock) 

-1-- - - 

-1-- - - 

-1-- -1- - - 

-1- - - 

-1-- - - 

-1-- - - 

-1-- - - 

-1- -1- -1- - 

-1- - - 

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-1- - - 

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~ = 

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11- - 

>= = 

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---- ==== ~ = 

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I 111111 I 1111111 I 1111 11 I 1111111 I 1111111 I 1111111 

,oo \ooo ,oooo ,ooooo ,oooooo 


1 0 1 00 1 000 1 0000 



640 

641 

642 

643 

644 

645 

646 

647 

648 

-649 

E 

- :6 650 

a. 

Q) 

0 651 

652 

653 

654 

655 

656 

657 

658 

659 

660 




\1 Without pumping (L=2 m, dl=2 m), (Flow direction= into the bedrock) 

~ With pumping (Drawdown = 5 m, L=2 m, dl=2 m) , (Flow direction = into the hole) 












- - - - - - - - 

=(= - - - - - - - - 

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=:~ - - = {: - - - - - 

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~ 

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== -- = =~ = r- ~ = = 

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I 1111111 I 1111111 I 1111111 I 1111111 I 1111111 I 1111111 

\oo \ooo \oooo \ooooo \oooooo 


1 0 1 00 1 000 1 0000 



660 

661 

662 

663 

664 

665 

666 

667 

668 

-669 

E ..._... 

:6 670 

a. 

Q) 

Cl 671 

672 

673 

674 

675 

676 

677 

678 

679 

680 












----- With pumping (Drawdown = 10 m, L=0.5 m, dl=0.1 m), 2003-11-10-2003-11 -11 


Afer pumping during ground water recovery (L=0.5 m, dl=0.1 m}, 2003-11-20- 2003-11 -21 



-1--- =~ = - =ft= - - = - 

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1 0 1 00 1 000 1 0000 



680 

681 

682 

683 

684 

685 

686 

687 

688 

- 

-689 

E 

£ 690 

0. 

Q) 

Cl 691 

692 

693 

694 

695 

696 

697 

698 

699 

700 



/),. Without pumping (L=2 m, dl=2 m}, (Flow direction= into the hole) 


/),. With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction= into the hole) 

/),. With pumping (Drawdown = 10 m, L=2 m, dl=2 m}, (Flow direction= into the hole) 


-~--- Without pumping (L=2 m, dl=0.5 m}, 2003-10-28- 2003-10-29 









-1- - - ..). - 

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=~== 4 = 

r- ~ - 

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1 0 1 00 1 000 1 0000 



I 

£. 

.... 

a. 

Q) 

Cl 

700 

701 

702 

703 

704 

705 

706 

707 

708 

709 

710 

711 

712 

713 

714 

715 

716 

717 

718 

719 

720 








Without pumping (L=2 m, dl=0.5 m), 2003-10-28- 2003-10-29 


With pumping (Drawdown = 5 m, L=2 m, dl=0.5 m), 2003-11-05-2003-11-06 

With pumping (Drawdown = 10 m, L=2 m, dl=0.5 m), 2003-11-06 

With pumping (Drawdown = 10 m, L=0.5 m, dl=0.1 m), 2003-11-10- 2003-11-11 


Afer pumping during ground water recovery (L=0.5 m, dl=0.1 m}, 2003-11-20-2003-11-21 


.A. Fracture specific flow (into the hole) ~ Fracture specific flow (into the bedrock) 

f-- - - 

f-- - 

f-- - - I- - - 

I- I- f-- - f-- - - 

I- - 

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- 

- 

-; 

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- 

=1 = 

- 

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I- 1- 1- 1- - - 

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=1 = ~ = = 

I 11111 11111 11 I 111111 I 111111 I 111111 

,oo ,coo ,oooo ,ooooo ,oooooo 

Flow rate (mllh) 

1 0 1 00 1 000 1 0000 





6 Without pumping (L=2 m, dl=2 m}, (Flow direction= into the hole) 


6 With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction= into the hole) 

.D.. With pumping (Drawdown = 10 m, L=2 m, dl=2 m), (Flow direction= into the hole) 







- ---- With pumping (Drawdown = 10 m, L=0.5 m, dl=0.1 m}, 2003-11-17-2003-11-18 




720 I- - - - 

- I- - - 

721 

722 

723 

724 

725 

726 

727 

728 

- t-- - - 

- !-- - - 

E 

729 

!-- !-- I- -.s= - 

730 

!-- - - 

+-' 

a. - - - - 

Cl 731 

~ ~ 

I- - - 

- t-- - - 

- - - 

t-- - - 

t-- - - t-- - I- - - 

- - - 

I- I- - - 

t-- - 

t 

t-- - -

- 


740 

741 

742 

743 

744 

745 

746 

747 

748 

-749 

E 

- £ 750 

0. 

Q) 

0 751 

752 

753 

754 

755 

756 

757 

758 

759 

760 














----- Afer pumping during ground water recovery (L=0.5 m, dl=0.1 m), 2003-11-20- 2003-11 -21 




r-- -1' - r- r- ~ = 

- - 

- r- - - -t - - - 

r-- - -l r-- r- - r- - - ~ - - - - 

r-- ~~J r-- r-- - r- - - - - - 

r- r-- ~ r-- - r-- - - - - - - 

r- r- r- - - r-- - - ~ ~ 

- - - 

r-- r-- r- f t- = - - r- - - ~ - - - - 

r-- r-- ~ = 

r-- k-- - r-- - - ,_ - - - - 

r- ~~- - r- - - r-- ~~ - r-- - - '- - - - - 

r- t- - r- r- - r-- - - - - - 

~= 

r-- r-- r-- - r- - - - - - 

r- ,.- - - - - - - - 

- - - - J 

- - - - 

i -+ - - - - ....,... - - - - 

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,.- * - r-- r- - r-- - - =\ - - - - 

r- - - ~ r- r- - - r- - - ..., - - - - 

r-- r-- ~ :{ r-- - r-- - - - - - 

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-r--- ~- 

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=~ = = = = = = 

=~== -r-- ~- - === 

-r- - - - - - - 

I 111111 I 1111111 I 1111111 I 1111111 I 1111111 I 1111111 

,oo ,coo ,oooo ,ooooo ,oooooo 


1 0 1 00 1 000 1 0000 


~ 

- 

Appendix 1.1 .3 7 



6 Without pumping (L=2 m, dl=2 m}, (Flow direction= into the hole) 


6 With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction = into the hole) 

6 With pumping (Drawdown = 10 m, L=2 m, dl=2 m), (Flow direction= into the hole) 








----- Afer pumping during ground water recovery (L=0.5 m, dl=0.1 m), 2003-11-20- 2003-11 -21 



760 I- - - -- ~ - -- 

I-- - - 

-- 

I-- - - 

~ 

- - -- 

- I-- - - 

761 

762 

763 

764 

765 

766 

767 

768 

- 769 

...._... 

...c 770 

--- ==--- - - - -- 

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I- - - 

I- - 

I- - - -- 

- I- - - - 

- -=?-- -- 

- I-- - - - ~ - - -- 

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~ = - - - -- 

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-- 

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~ 

I- ~ - -- 

- I- - - - -- 

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- I-- - - )- - - -- 

- I- - - 

----------------------------------------------------------- 


780 

781 

782 

783 

784 

785 

786 

787 

788 

.- 789 

E 

-:6 790 

a. 

Q) 

0 791 

792 

793 

794 

795 

796 

797 

798 

799 

800 






6. With pumping (Drawdown = 10 m, L=2 m, dl=2 m) , (Flow direction= into the hole) 

------ With pumping during fracture-EC measurements, 1999-06-29- 1999-07-02 



----- With pumping (Drawdown = 5 m, L=2 m, dl=0.5 m) , 2003-11-05- 2003-11-06 







- - - - 

1 - 

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== = = 7- = 

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t- - - 

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I 1111111 I 1111111 I 1111111 I 1111111 I 1111111 I 1111111 



1 0 1 00 1 000 1 0000 



800 

801 

802 

803 

804 

805 

806 

807 

808 

-809 

E 

- :E 810 

c. 

Q) 

0 811 

812 

813 

814 

815 

816 

817 

818 

819 

820 



b... Without pumping (L=2 m, dL=2 m), (Flow direction= into the hole) 


b... With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction = into the hole) 




With pumping (Drawdown = 5 m, L= 0.5 m, dl=0.1 m}, 2003-11-04-2003-11-05 


With pumping (Drawdown = 10 m, L=2 m, dl=0.5 m}, 2003-11-06 






t ~ 

~ ~ 

~ 

f- f- f- - t-- - - 

t-- t-- f- - f- - - 

f- t-- t-- - t-- - - 

f- f- ~ 

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~ 

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~ 

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1- 1- 1- - - 

1- - - 

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1- - - 

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1- - - 

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1- 

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I 111111 I 111111 I 111111 I 111111 I 111111 I 111111 



1 0 1 00 1 000 1 0000 



820 

821 

822 

823 

824 

825 

826 

827 

828 

-829 

E 

-:6 830 

a. 

Q) 

0 831 

832 

833 

834 

835 

836 

837 

838 

839 

840 












----- With pumping (Drawdown = 10 m, L=0.5 m, dl=0.1 m}, 2003-11 -10-2003-11-11 




• Fracture specific flow (into the hole) 'Y Fracture specific flow (into the bedrock) 

i ~ 

- - - - - - 

$ 

- - - - - - - 

- - - - t ~ 

- ~ - - 

€ - - - - - - - 

~ 

\- - - - - F-- - - - - 

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-i = 

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~ 

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f~ 

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,- ,- ,- - - - - - - - 

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t: - - - - 

r- r- ..... - - r- - - ,... - ,- - - 

I- ,... ~ I- :- I- ~ 

,- - I- - - '-- - ~ - - 

r- :- r- ~ 

i- r- t- i- - I- - - 1- - ~ - - 

r- i- - r- - - i- - - 

h~ 

t~ 

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r- i- - r- - - i- - - 

I- i- I- i- I- i- - r- - - i- - - 

I- ~ ~ ~ - - - - ~ - - 

~ 

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-- I- i- - - - i- -- - - - i- - - 

~ 

== -- = - = - - ~ = = 

~ = I- - - 

-- - - )- - I- - - 

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1 0 1 00 1 000 1 0000 



-849 

E 

-£ 850 

a. 

Q) 

0 851 

854 

855 

856 

857 

858 

859 

860 




'V Without pumping (L=2 m, dl=2 m), (Flow direction = into the bedrock) 

b:.. With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction= into the hole) 

b:.. With pumping (Drawdown = 10 m, L=2 m, dl=2 m), (Flow direction= into the hole) 





----- With pumping (Drawdown = 10 m, L=2 m, dl=0.5 m) , 2003-11 -06 






840 

I-- 1- -- 

I- 1- -- 

I- 1- -- 

- I- - - 1- -- 

841 

I-- - 

1- -- 

I- - ~ 1- -- 

I-- - 

1- -- 

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842 

f- - 1- -- 

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I- - f- 1- -- 

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843 

I- J- 1- -- 

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844 

~= 

r- - - 

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r- I- - r- - I- - '- r- - I-- - - ,- - r- - - 

845 

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r- I- r- I- r- - I-- - - 

846 

~ - ,.- - - 

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847 

t- - ,.- J_ 

'- - - - - - r- - - 

848 

r- ~ 

r- - t- r- - - - - 1- - r- - - 

r- - r- I- r- - I- - - ~ ~ 

r- - - 

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$ r- I-- r- I-- r- - I-- - - - r- - - 

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r- - I- - - I- - r- - - 

852 

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- t- - r- - I- - - - r- - - 

853 

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r- I-- - r- I-- r- - I-- - - r- - - 

I- r- I-- ?- = 

r- I- r- - I-- - - ~ = 

r- - - 

I- r- I- - - r- I- ~ 

r- - I- - - \- - r- - - 

- I- - 

r- - - 

~~ 

~ 

+- 1- +- 1- - +- - - 1- - - 

+-- 1- - +-- - - 1- - - 

+- - 1- - +- - - 1- - - 

- +-- - - 

c 

r- - - 

- +-- - - 1- - - 

- +- - - f-- 1- - - 

- +- - - \-- 1- - - 

=~ = = r ~ = = 

-+- - - \- 1- - - 

-+-- - - t- 1- - - 

'\ 

1111111 11111111 I 111111! I 111111 I 111111 I 111111 



1 0 1 00 1 000 1 0000 



860 

861 

862 

863 

864 

865 

866 

867 

868 

-869 

E 

-~ 870 

a. 

Q) 

0 871 

872 

873 

874 

875 

876 

877 

878 

879 

880 






b.. With pumping (Drawdown = 10 m, L=2 m, dl=2 m), (Flow direction= into the hole) 







----- With pumping (Drawdown = 10 m, L=0 .5 m, dl=0.1 m) , 2003-11-17-2003-11-18 



_. Fracture specific flow (into the hole) ... Fracture specific flow (into the bedrock) 

t- -- 

t- -- 

t- -- 

r~ 

t- -- 

t- -- 

t- -- 

1- -- 

~ - 1- -- 

t- - 

t- -- 

t- t- 

~= -- 

- 

J.. -- 

~ -- 

863.7 

~~- 

'C'" 

- - 

...... t- -- 

1- -- 

- 1- -- 

--' 1- -- 

--. t- -- 

---' t- -- 

t- -- 

----: t- -- 

- -- 

- -- 

- -- 

-- 

-- 

-- 

- -- 

-- 

-- 

-- 

-/ - - -- 

-- 

-- 

-- 

- -- 

-- 

=~ >- 

-- 

-- 

=

-----------------------------------------------------------------------------------------------------~ 


881 

882 

883 

884 

885 

886 

887 

888 

-889 

E 

- £; 890 

a. 

Q) 

0 891 

892 

893 

894 

895 

896 

897 

898 

899 

900 



b.. Without pumping (L=2 m, dl=2 m), (Flow direction= into the hole) 


b.. With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction= into the hole) 












880 

... Fracture specific flow (into the bedrock) 

-1-- - --~ - 

-t-- - -- ~ - 

=~ = = =

---------------------------------------~~-- ·-- - 

Appendix 1.2 


Plotted flow rates of 2 m sections 

0 

~ 

• 

Flow rates 

Without pumping 

With pumping, drawdown 5 m 

With pumping, drawdown 10 m 

_ _ _ _ _ Theoretical minimum 

measurable flow rate 

Practical minimum 

- - - - - measurable flow rate 

Drawdown = 5 m 


- - - - - measurable flow rate 

Drawdown = 5 m 

_ _ _ _ _ Theoretical maximum 


50 

100 

150 

200 

250 

300 

350 

-400 

E 

- £ 

a. 450 

Q) 

Cl 

500 

550 

600 

650 

700 

750 

800 

850 

=-==t= ==~ t=== ~ ====t====t==== 

=j ==c====c====c====r==- =r==== 

=-==t====t====t====t====±==== 

=j ==c= == =c====c====r==t =r==== 

=-==t====t====t====t====t==== 

=j ==c====c====c====r==t =r==== 

=-==t====t====t====t====t==== 

= j ==~==== ~ ====~====~== t =~==== 

= ~ ==t==== t ====t====t== ~ =t==== 

= j ==~====~====~====~== t =~==== 

= j ==t====t====t====t== ~ =t==== 

----~---- ~ ----~----t--- - t---- ----+----+----i----4----i--- 

----------------------------- ====t==== t ====t====t====t==== ---------------------------- ====1====1= == =]====]====]==== - 

----~---- r ----t----t----t---- ----+----+- -- -4----4----~---- 

----------------------------- ====c==== c====t====r====r==== ----------- ====1====1= -==----------------- 

=J====J====J=== = 

----r---- r----t----t----t---- ----+----+----1----1----1--- - 

====c====c====c====r====r==== ====l====l====~====~====J=== = 

----r----r----r----t----t---- ----t----t----i----i----l--- 

====c====c====c====r====+==== ====l====l= == =~====~====J==== 

----r----r----t----t----t---- ----t----t -- --i ____ i ____ l ___ _ 

====l====l= == =4====4====J=== = 

900 

'\ ~ .lr()()~ ~ .lr()()~ ~ "'()()~ ~;'r()()~ ~ .lr()()~ ~.lr()() ~ ~ .lr()()~ ~ .lr()() ~ ~::'r()()~ ~:"()()~ ~ "'()()~ ~ .lr()()~ ~ .lr()()~ 

Flow rate (mL/h) 

OUT FROM HOLE INTO HOLE

----------------------- - - - - - - - - - 

Appendix 1.3 

• 

+ 

+ 

• 

0 


Plotted head and transmissivity of 2 m sections 

Fresh water head in the borehole without pumping, 

2003-10-28- 2003-10-29 

Fresh water head in the borehole with pumping, drawdown 5 m, 

2003-11-05 - 2003-11-06 

Section head (drawdown 0/5 m) - - - - - 


1996-03-06 - 1996-04-12 

Fresh water head in the borehole with pumping, 

1996-03-06 - 1996-04-12 

Section head, 1996-03-06 - 1996-04-12 

0 - ------ 

- ------ 

- ------ 

50 -·- - - - - - -. - 

=~:::::::::: =1:: 

- ----- - - 

100 - ----- - · - 

-_- !==~i = ~ 1so - -----\ __ J :::::::: 10 ~ 

- ------ 

- ------ 

- 

200 --+--+--+-+-----+---_-+-----+--4-4-~-~-- 

- 

250 --+=-+--+-+-=-==+=-f~-+~1=_=+--4-4-~-~-- 

- ----- 

300 --+------+---_-~r•r----+~·----+--·~~~-~~~-4-4-~-~-- 

= = = = '~ = ~1 =~~ ~ ~ ~ 

350 --+------+---_-+---~-+--~--+---~~._-4-~~-~~ 

= ~~' ~~ ~~ :: ~~· ~~~~~~ 

~ 400 - ------ 

= a. 450 --+--+--+-+----+------~- - 

~-+----~------4-~-~-- 

E = :::::::::::: 

~ - ------ 

Q) = 

0 

500 --+--+--+-+-T+~~~~+-~-4-~-~ 

= ::!-::::\ :: ::t :::::: 

- ==~== ~ :: ::~:::::: 

550 --+=-+--+-+--+-~~-~-4-~~-~ 

= ~ ~ ~ ~ ~ ~~ ~ ~ ~~ ~ ~ 

600 - -l 

--+=-+--+-+--+-~=~~~~-~--==~==-=-=+-~-4-~ 

' 

650 - ------ ---~---- 

- ------ :::::: - -:::::: 

------ --- k- -- 

700 - - - - - - - - - - - - t- ~ - 

= ::::::i:\- :::::: 

- ---- --- 

750 - ----- --- 

800 ~ :::::: ~ 

= ::::::r\:::::::: 

- --- ---- 

850 = --- - --- 

900 :: ~~= ==~~ 

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ill lllT 

+ 

o 

Transmissivity T s 

( drawdown 0/5 m) 

Transmissivity T s 

(drawdown 0/10 m) 

Transmissivity T s• 

1996-03-06 - 1996-04-12 

Theoretical minimum 

measurable T s 

Fresh water head in the borehole with pumping, drawdown 10 m, 

2003-11-06 Practical minimum 

Formation head (drawdown 0/10 m) 



_ _ _ _ _ 

---- -r1a- --~ - 

:::::: ~~~ ::-~,:: 

:::::: j - ~ :::: :: 




Theoretical maximum 


:::::: ::1 -~ ~= 

1:::::::: ~:: 

l---- 

---- ,_ __ _ 

0- -- 

---- If ---- - -;....- -...; -- 

o:::::: 

-~-- 

~ ~1 :::::::: 

-- -.£!.~--- 

---"VfbJ_--- 

----!1'\--..a.- 

--- -~ ~ - -~- 

---- h---- 

=~ = ~ =~ = 

= = rl= = = 

---- 

== ~ ,,---- 

~==== 

:::::::: t :::::: 

---- l t---- 

____ p ___ _ 

:::::::: ~ :::::: 

---- ---- 

:::::::: - ~ :::::: 

t --- 

~ --- 

:::::: =-c :::::::: 

I 1111111 1111111 11111111 11111111 11111111 11111111 

-5 -3 -1 1 3 5 7 9 11 13 15 17 "~ ~OJ ~CO ~ ~


Area: Olkiluoto 

Borehole: KR4 

Borehole Diameter (mm): 56 

Inclination: 77 

ZGround: 9.15 (masl) 

Description of reference depth: Ground Level 

Theorethical lower limit of flow rate: 30 ml/h 

Theorethical upper limit of flow rate: 300 000 ml/h 

Description of columns: 

Depth secup (m) = Depth from reference depth to the upper end of the section (m) 

Depth selow (m) = Depth from reference depth to the lower end of the section (m) 

FWH 0 (masl) = Fresh water head in the borehole without pumping (meter above sea level) 

FlowO(ml/h) =Flow from the section to the borehole without pumping, 2003-10-28-2003-10-29 

00 lower Limit Pract (ml/h) = Practical lower limit of flow rate 

FWH 1 (masl) = Fresh water head in the borehole with pumping (meter above sea level) 

Flow1 (ml/h) =Flow from the section to the borehole with pumping, 2003-11-05-2003-11-06 



Flow2(ml/h) =Flow from the section to the borehole with pumping, 2003-11-06 


Formation head 0-1 (m as I) = Calculated fresh water head in the section (between fwhO and fwh 1) 

T 0-1 (m 2 /s) =Calculated transmissivity of the section (between fwhO and fwh1) 

T Low LimitP 0-1 (m 2 /s) =Calculated lower limit of transmissivity (Practical, between fwhO and fwh1) 

Formation head 0-2 (masl) = Calculated fresh water head in the section (between fwhO and fwh2) 

T 0-2 (m 2 /s) =Calculated hydraulic conductivity of the section (between fwhO and fwh2) 

T Low LimitP 0-2 (m 2 /s) = Calculated lower limit of transmissivity (Practical, between fwhO and fwh2) 

T Low LimitT 0-2 (m 2 /s) = Calculated lower limit of transmissivity (Theorethical, between fwhO and fwh2) 

T Upp LimitT 0-2 (m 2 /s) =Calculated upper limit of transmissivity (Theorethical, between fwhO and fwh2) 

Q1 

De th Depth 

lo~er 

lo~~r Section 

PU Sec FWH 0 FlowO L" .t FWH 1 Flow1 l~w~r FWH 2 Flow2 

Sec p 1m1 L" .t head 

L1m1t ( I) 1m1 

(m) Low (masl) (mllh) Pract (masl) (mllh) Pract mas (mllh) 

0 _ 1 

Pract 

(m) (mllh) (mllh) (mllh) (masl) 

564.76 566.76 9.28 - 400 5.30 - 600 3.74 - 700 - 

562.76 564.76 9.22 - 400 5.24 - 600 3.67 - 700 - 

560.76 562.76 9.16 - 400 5.18 - 600 3.60 - 700 - 

558.77 560.77 9.09 - 400 5.10 - 600 3.50 - 700 - 

TLow Section TLow TLow TUpp 

T 0-1 LimitP head T 0-2 LimitP LimitT LimitT 

(m 2 /s) 0-1 0-2 (m 2 /s) 0-2 0-2 0-2 

(m 2 /s) (masl) (m 2 /s) (m 2 /s) (m 2 /s) 

- 4.14E-08 - - 3.47E-08 1.49E-09 1.49E-05 

- 4.14E-08 - - 3.47E-08 1.49E-09 1.49E-05 

- 4.14E-08 - - 3.46E-08 1.48E-09 1.48E-05 

- 4.13E-08 - - 3.44E-08 1.47E-09 1.47E-05


Depth QO Q1 

Depth Sec FWH 0 FlowO lo_w~r FWH 1 Flow1 lo_w~r FWH 2 Flow2 

Se(cU) P Low 

m 

(masl) (ml/h) Pllmltt (masl) (ml/h) 

rac 

Pllmltt (masl) 

rac 

(ml/h) 

(m) (ml/h) (ml/h) 

Q2 

lower Section 

Limit head 

Pract 0-1 

(mllh) (masl) 

T 0-1 

(m 2 /s) 

Tlow 

LimitP 

0-1 

(m 2 /s) 

Section 

head 

0-2 

(masl) 

T 0-2 

(m 2 /s) 

Tlow 

LimitP 

0-2 

(m 2 /s) 

Tlow 

LimitT 

0-2 

(m 2 /s) 

TUpp 

LimitT 

0-2 

(m 2 /s) 

530.81 532.81 8.62 

528.82 530.82 8.64 

526.82 528.82 8.66 

524.82 526.82 8.61 

522.83 524.83 8.55 

520.83 522.83 8.54 

518.83 520.83 8.54 

516.84 518.84 8.58 

514.84 516.84 8.51 

512.84 514.84 8.47 

510.85 512.85 8.45 

508.85 510.85 8.38 

506.85 508.85 8.38 

504.86 506.86 8.38 

502.86 504.86 8.38 

500.86 502.86 8.33 

498.87 500.87 8.27 

381 .06 383.06 7.05 

379.07 381 .07 7.07 

377.07 379.07 7.09 

375.07 377.07 6.98 

373.08 375.08 6.97 

371 .08 373.08 7.02 

369.08 371 .08 7.02 

367.09 369.09 6.93 

365.09 367.09 6.93 

363.09 365.09 6.97 

361 .10 363.10 6.97 

359.10 361 .10 6.86 

357.10 359.10 6.89 

355.11 357.11 6.95 

353.11 355.11 6.89 

351 .11 353.11 6.84 

1063 

200 4.57 

70 

200 4.58 

70 

200 4.59 

70 

200 4.53 

70 

200 4.45 

70 

200 4.44 50 30 

200 4.42 

30 

200 4.44 

30 

200 4.36 

30 

200 4.32 

30 

200 4.30 

30 

200 4.22 238 30 

200 4.20 

30 

200 4.19 

30 

200 4.19 

30 

200 4.14 

30 

200 4.06 

30 

30 2.71 

30 

30 2.66 

30 

30 2.61 

30 

30 2.59 

30 

30 2.58 

30 

30 2.56 

30 

30 2.54 482 30 

30 2.52 

30 

30 2.51 187450 30 

30 2.47 - 30 

30 2.46 - 30 

30 2.44 - 30 

30 2.39 340 30 

30 2.36 

30 

30 2.34 

30 

30 2.31 

30 

2.84 

2.83 

2.82 

2.76 

2.68 

2.65 72 

2.62 

2.63 

2.54 

2.50 

2.47 

2.37 306 

2.36 

2.35 

2.33 

2.27 

2.21 

0.67 

0.64 

0.61 

0.59 

0.55 

0.53 

0.50 646 

0.48 

0.46 285081 

0.41 

0.41 

0.39 

0.36 559 

0.34 

0.32 

0.30 

300 

300 

300 

300 

300 

30 

100 

100 

100 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

4.75E-09 

4.74E-09 

4.73E-09 

4.71 E-09 

4.69E-09 

3.32E-09 2.01 E-09 

2.00E-09 

1.99E-09 

1.99E-09 

1.99E-09 

1.99E-09 

1.57E-08 1.98E-09 

1.97E-09 

1.97E-09 

1.97E-09 

1.97E-09 

1.96E-09 

1.90E-09 

1.87E-09 

1.84E-09 

1.88E-09 

1.88E-09 

1.85E-09 

2.96E-08 1.84E-09 

1.87E-09 

6.96 1.16E-05 1.86E-09 

1.83E-09 

1.83E-09 

1.86E-09 

2.08E-08 1.83E-09 

1.80E-09 

1.81E-09 

1.82E-09 

1.43E-08 1.43E-09 1.43E-05 

1.42E-08 1.42E-09 1.42E-05 

1.41 E-08 1.41 E-09 1.41 E-05 

1.41 E-08 1.41 E-09 1.41 E-05 

1.40E-08 1.40E-09 1.40E-05 

3.35E-09 1.40E-09 1.40E-09 1.40E-05 

4.64E-09 1.39E-09 1.39E-05 

4.62E-09 1.39E-09 1.39E-05 

4.60E-09 1.38E-09 1.38E-05 

1.38E-09 1.38E-09 1.38E-05 

1.38E-09 1.38E-09 1.38E-05 

1.40E-08 1.37E-09 1.37E-09 1.37E-05 

1.37E-09 1.37E-09 1.37E-05 

1.37E-09 1.37E-09 1.37E-05 

1.36E-09 1.36E-09 1.36E-05 

1.36E-09 1.36E-09 1.36E-05 

1.36E-09 1.36E-09 1.36E-05 

1.29E-09 1.29E-09 1.29E-05 

1.28E-09 1.28E-09 1.28E-05 

1.27E-09 1.27E-09 1.27E-05 

1.29E-09 1.29E-09 1.29E-05 

1.28E-09 1.28E-09 1.28E-05 

1.27E-09 1.27E-09 1.27E-05 

2.72E-08 1.26E-09 1.26E-09 1.26E-05 

1.28E-09 1.28E-09 1.28E-05 

6.95 1.21 E-05 1.27E-09 1.27E-09 1.27E-05 

1.26E-09 1.26E-09 1.26E-05 

1.26E-09 1.26E-09 1.26E-05 

1.27E-09 1.27E-09 1.27E-05 

2.35E-08 1.26E-09 1.26E-09 1.26E-05 

1.25E-09 1.25E-09 1.25E-05 

1.25E-09 1.25E-09 1.25E-05 

1.26E-09 1.26E-09 1.26E-05


QO 

Q1 

Depth 

SecUp 

Depth 

Sec FWH 0 FlowO 

lower 

Limit FWH 1 Flow1 

lower 

Limit FWH 2 Flow2 

( m ) 

Low (masl) (ml/h) P t (masl) (ml/h) p t 

~c ~c 

(masl) (ml/h) 

(m) (ml/h) (ml/h) 

Q2 

lower Section 

Limit head T 0-1 

Pract 0-1 {m 2 /s) 

(ml/h) (masl) 

Tlow 

LimitP 

0-1 

{m 2 /s) 

Section 

head 

0-2 

(masl) 

T 0-2 

{m 2 /s) 

Tlow 

LimitP 

0-2 

{m 2 /s) 

Tlow 

LimitT 

0-2 

{m 2 /s) 

TUpp 

LimitT 

0-2 

{m 2 /s) 

349.12 351 .12 6.87 

30 2.31 

30 0.28 

30 

327.15 329.1 5 6.83 

30 2.06 

30 -0.09 

30 

325.16 327.16 6.75 

30 2.03 

30 -0.08 

30 

323.16 325.16 6.67 

30 2.00 

30 -0.07 

30 

321 .16 323.16 6.61 

30 1.97 

30 -0.08 

30 

319.17 321 .17 6.65 

30 1.97 40 30 -0.08 80 30 

317.17 319.17 6.69 - 30 1.95 

30 -0.1 - 30 

315.17 317.17 6.57 - 30 1.92 30 -0.12 - 30 

313.18 315.18 6.56 -15477 30 1. 92 634626 250 -0.15 786476 30 

311 .18 313.18 6.62 - 30 1.47 - 250 -0.98 - 380 

309.18 311.18 6.56 - 30 1.83 - 250 -0.32 - 380 

307.19 309.19 6.49 -1194 30 1. 78 52201 250 -0.37 72223 380 

305.19 307.19 6.52 

30 1.74 - 250 -0.40 - 380 

303.19 305.19 6.57 

30 1. 72 - 250 -0.44 - 380 

301 .20 303.20 6.47 

30 1. 70 - 250 -0.48 - 380 

299.20 301 .20 6.44 -62 30 1.68 3906 250 -0.55 6854 380 

297.20 299.20 6.51 

30 1.66 

250 -0.64 

400 

295.21 297.21 6.48 

30 1.64 

250 -0.61 

400 

147.48 149.48 6.62 

30 1.09 

250 -1.49 

400 

145.48 147.48 6.53 

30 1.03 

250 -1 .52 

400 

143.48 145.48 6.44 

30 0.97 

250 -1 .55 

400 

141.48 143.48 6.35 

30 0.91 6150 250 -1 .58 11500 400 

139.48 141 .48 6.26 

30 0.85 

250 -1 .61 

400 

137.48 139.48 6.17 

30 0.79 

250 -1 .64 

400 

135.48 137.48 6.08 

30 0.73 

250 -1 .67 

400 

133.48 135.48 5.99 

30 0.67 

250 -1 .70 

400 

131.48 133.48 5.90 

30 0.61 

250 -1 .73 

400 

129.48 131.48 5.81 

30 0.55 

250 -1.76 

400 

127.49 129.49 5.72 

30 0.60 

250 -1.82 

400 

125.49 127.49 5.81 

30 0.66 

250 -1 .81 

400 

123.49 125.49 5.88 

30 0.68 

250 -1.75 

400 

121.50 123.50 5.80 

30 0.65 

250 -1.75 

400 

119.50 121 .50 5.74 

30 0.56 

250 -1 .78 

400 

1.81 E-09 

1.73E-09 

1.75E-09 

1.76E-09 

1.78E-09 

1.25E-09 1.25E-09 1.25E-05 

1.19E-09 1.19E-09 1.19E-05 

1.21 E-09 1.21 E-09 1.21 E-05 

1.22E-09 1.22E-09 1.22E-05 

1.23E-09 1.23E-09 1.23E-05 

5.52 2.35E-09 1. 76E-09 

1.74E-09 

1.77E-09 

5.52 3.27E-09 1.22E-09 1.22E-09 1.22E-05 

1.21 E-09 1.21 E-09 1.21 E-05 

1.23E-09 1.23E-09 1.23E-05 

6.45 3.85E-05 1.48E-08 

1.33E-08 

1.45E-08 

6.43 3.28E-05 1.23E-09 1.23E-09 1.23E-05 * 

1.37E-08 1.08E-09 1.08E-05 

1.52E-08 1.20E-09 1.20E-05 

6.38 3.11 E-06 1.46E-08 6.38 2.94E-06 1.52E-08 1.20E-09 1.20E-05 

1.44E-08 - - 1.51 E-08 1.19E-09 1.19E-05 

1.42E-08 - - 1.49E-08 1.18E-09 1.18E-05 

1.44E-08 - - 1.50E-08 1.19E-09 1.19E-05 

6.37 2.29E-07 1.44E-08 6.38 2.72E-07 1.49E-08 1.18E-09 1.18E-05 

1.42E-08 

1.42E-08 

1.24E-08 

1.25E-08 

1.26E-08 

1.54E-08 1.15E-09 1.15E-05 

1.55E-08 1.16E-09 1.16E-05 

1.36E-08 1.02E-09 1.02E-05 

1.37E-08 1.02E-09 1.02E-05 

1.38E-08 1.03E-09 1.03E-05 

6.35 3.11 E-07 1.26E-08 

1.27E-08 

1.28E-08 

1.28E-08 

1.29E-08 

1.30E-08 

1.31 E-08 

1.34E-08 

1.33E-08 

1.32E-08 

1.33E-08 

1.33E-08 

6.35 3.98E-07 1.39E-08 1.04E-09 1.04E-05 

1.40E-08 1.05E-09 1.05E-05 

1.41 E-08 1.06E-09 1.06E-05 

1.42E-08 1.06E-09 1.06E-05 

1.43E-08 1.07E-09 1.07E-05 

1.44E-08 1.08E-09 1.08E-05 

1.45E-08 1.09E-09 1.09E-05 

1.46E-08 1.09E-09 1.09E-05 

1.44E-08 1.08E-09 1.08E-05 

1.44E-08 1.08E-09 1.08E-05 

1.46E-08 1.09E-09 1.09E-05 

1.46E-08 1.1 OE-09 1.1 OE-05


De th QO Q1 

Depth P lower lower 

SecU Sec FWH 0 FlowO Limit FWH 1 Flow1 Limit FWH 2 

(m) P Low (masl) (mllh) Pract (masl) (ml/h) Pract (masl) 

(m) (ml/h) (ml/h) 

Flow2 

(ml/h) 

Q2 

lower Section 

Limit head 

Pract 0-1 

(ml/h) (masl) 

T 0-1 

(m 2 /s) 

Tlow 

LimitP 

0-1 

(m 2 /s) 

Section 

head 

0-2 

(masl) 

T 0-2 

(m 2 /s) 

Tlow 

LimitP 

0-2 

(m 2 /s) 

Tlow 

LimitT 

0-2 

(m 2 /s) 

TUpp 

LimitT 

0-2 

(m 2 /s) 

117.50 119.50 5.74 30 0.49 250 -1 .90 

400 

1.31 E-08 

115.51 117.51 5.77 10000 30 0.56 718095 250 -2.49 1277987 400 5.84 3.73E-05 1.32E-08 

113.51 115.51 5.66 

30 0.17 - 700 -4.38 - 1300 

3.50E-08 

111 .51 113.51 5.66 

30 0.36 - 700 -3.84 

1300 

3.63E-08 

109.52 111 .52 5.71 

30 0.23 700 -4.15 

1300 

3.51E-08 

107.52 109.52 5.72 

30 0.17 700 -4.19 

1300 

3.47E-08 

105.52 107.52 5.66 

30 0.20 700 -4.26 

1300 

3.52E-08 

103.53 105.53 5.68 

30 0.21 700 -4.28 

1300 

3.52E-08 

101 .53 103.53 5. 73 

30 0.22 700 -4.26 

1300 

3.49E-08 

99.53 101 .53 5.66 

30 0.21 700 -4.25 

1300 

3.53E-08 

97.54 99.54 5.58 

30 0.17 700 -4.32 

1300 

3.55E-08 

95.54 97.54 5.60 

30 0.14 700 -4.36 

1300 

3.52E-08 

93.54 95.54 5.69 

30 0.18 700 -4.41 

1300 

3.49E-08 

91 .55 93.55 5.63 

30 0.20 700 -4.41 

1300 

3.54E-08 

89.55 91.55 5.62 

30 0.11 700 -4.36 

1300 

3.49E-08 

87.55 89.55 5.67 

30 0.06 700 -4.32 

1300 

3.43E-08 

85.56 87.56 5.66 

30 0.09 700 -4.32 

1700 

3.45E-08 

83.56 85.56 5.57 

30 0.07 - 700 -4.42 - 1700 

3.50E-08 

81.56 83.56 5.57 2560 30 0.06 136287 1000 -4.50 224546 1700 5.68 6.67E-06 4.99E-08 

79.57 81 .57 5.62 

30 0.09 1000 -4.51 

1700 

4.97E-08 

77.57 79.57 5.62 

30 0.08 1000 -4.49 

1800 

4.96E-08 

75.57 77.57 5.56 

30 0.04 1000 -4.48 

1800 

4.98E-08 

73.58 75.58 5.57 

30 -0.03 1000 -4.47 

1800 

4.91E-08 

71.58 73.58 5.61 

30 -0.04 1000 -4.51 

1800 

4.86E-08 

69.58 71.58 5.58 

30 -0.02 1000 -4.61 

1800 

4.91E-08 

67.59 69.59 5.47 

30 -0.03 1000 -4.71 

1800 

5.00E-08 

65.59 67.59 5.47 

30 -0.04 1000 -4.67 

1800 

4.99E-08 

63.59 65.59 5.55 

30 -0.02 1000 -4.64 

1800 

4.93E-08 

61 .60 63.60 5.61 

30 0.01 1000 -4.54 

1800 

4.91E-08 

59.60 61 .60 5.52 760 30 -0.09 40250 1000 -4.59 62476 1800 5.63 1.93E-06 4.90E-08 

57.60 59.60 5.48 

30 -0.08 - 1000 -4.73 

1800 

4.94E-08 

55.61 57.61 5.51 

30 -0.08 - 1000 -4.80 

1800 

4.91E-08 

53.61 55.61 5.53 

30 -0.08 - 1000 -4.74 

1800 

4.90E-08 

1.44E-08 1.08E-09 1.08E-05 

5.84 4.22E-05 1.33E-08 9.98E-1 0 9.98E-06 * 

3.56E-08 8.21 E-1 0 8.21 E-06 

3.76E-08 8.68E-10 8.68E-06 

3.62E-08 8.36E-10 8.36E-06 

3.60E-08 8.32E-10 8.32E-06 

3.60E-08 8.31 E-1 0 8.31 E-06 

3.59E-08 8.28E-10 8.28E-06 

3.58E-08 8.25E-10 8.25E-06 

3.60E-08 8.32E-10 8.32E-06 

3.61 E-08 8.33E-1 0 8.33E-06 

3.59E-08 8.28E-10 8.28E-06 

3.54E-08 8.16E-10 8.16E-06 

3.56E-08 8.21 E-1 0 8.21 E-06 

3.58E-08 8.26E-10 8.26E-06 

3.58E-08 8.25E-1 0 8.25E-06 

4.68E-08 8.26E-10 8.26E-06 

4.68E-08 8.25E-10 8.25E-06 

5.69 6.06E-06 4.64E-08 8.19E-1 0 8.19E-06 

4.61E-08 8.14E-10 8.14E-06 

4.89E-08 8.15E-1 0 8.15E-06 

4.93E-08 8.21E-10 8.21E-06 

4.93E-08 8.21 E-1 0 8.21 E-06 

4.89E-08 8.14E-1 0 8.14E-06 

4.85E-08 8.09E-10 8.09E-06 

4.86E-08 8.1 OE-1 0 8.1 OE-06 

4.88E-08 8.13E-1 0 8.13E-06 

4.85E-08 8.09E-10 8.09E-06 

4.87E-08 8.12E-1 0 8.12E-06 

5.64 1.68E-06 4.89E-08 8.15E-1 0 8.15E-06 

4.84E-08 8.07E-10 8.07E-06 

4.80E-08 7.99E-10 7.99E-06 

4.82E-08 8.03E-10 8.03E-06


Depth Depth 

lo~ 0 Q1 

er 

1 Q2 Section TLow Section TLow TLow TUpp 

lo_w~r FWH 2 ower 

SecUp Sec FWH 0 FlowO Limit FWH 1 Flow1 Flow2 L" .t head T 0-1 LimitP head T0-2 LimitP LimitT LimitT 

L1m1t ( I) 1m1 

(m) Low (mast) (ml/h) Pract (mast) (ml/h) Pract mas (ml/h) 

0 _ 1 (m 2 /s) 0-1 0-2 (m 2 /s) 0-2 0-2 0-2 

Pract 

(m) (ml/h) (m 2 /s) (mast) (m 2 /s) (m 2 /s) (m 2 /s) 

(ml/h) (ml/h) (mast) 

51 .61 53.61 5.48 - 30 -0.08 - 1000 -4.69 - 1800 - - 4.94E-08 - - 4.86E-08 8.1 OE-1 0 8.1 OE-06 

49.62 51 .62 5.50 - 30 -0.13 - 1000 -4.66 - 1800 - - 4.88E-08 - - 4.87E-08 8.11 E-1 0 8.11 E-06 

47.62 49.62 5.52 - 30 -0.14 - 1000 -4.75 - 1800 - - 4.85E-08 - - 4.82E-08 8.03E-10 8.03E-06 

45.62 47.62 5.56 - 30 -0.13 - 1000 -4.83 - 1800 - - 4.83E-08 - - 4.76E-08 7.93E-10 7.93E-06 

43.63 45.63 5.55 - 30 -0.13 - 1000 -4.85 - 1800 - - 4.84E-08 - - 4.76E-08 7.93E-10 7.93E-06 

41 .63 43.63 5.55 - 30 -0.16 - 1000 -4.81 - 1800 - - 4.81E-08 - - 4.77E-08 7.96E-10 7.96E-06 

* Flow1 and Flow2 over ilmit of the flow rate (> 300 000 ml/h)

Appendix 1.5 


Plotted head and transmissivity of detected fractures 

Fresh water head 0 in the borehole without pumping , 

1996-03-06 - 1996-04-12 

+ Fracture head (drawdown 0/5 m) 

o Fracture head (drawdown 0/10 m) 

Fresh water head 1 in the borehole without pumping, 2003-07-15-2003-07-17 

Fresh water head 2 in the borehole with pumping, drawdown 5 m, 2003-07-24- 2003-07-31 

Fresh water head 3 in the borehole with pumping, drawdown 10 m, 2003-07-31 -2003-08-05 

Fresh water head 4 in the borehole with pumping, 

Calculated on the basis of EC , 1999-06-29- 1999-07-02 

+ 

0 

0 ------ --- 

- ------ --- 

• ":: :: :: :: :: - 4,- :: 

50 

= ~ :::::::: ::1:: 

- ---- 

100 

= :~ ! :: ~ 

----- ~ 

- ----- 

150 

----- 

------ 

------ 

- ------ 

200 - --- --- 

250 

300 

350 

.-. 400 

E 

- £ 450 

a. 

Q) 

Cl 500 

550 

- ---- - ·- 

= ::::::::::::1:::::: 

- ------ 

- --- --- 

- ------ 

-,:::: 

------ ~ -- 

------ -- 

------ -- 

- ------ -~ - .-- - - - - ~ 

- ------ 

- ------ 

- ------ 

- ------ 

- ------ 

- ------ 

- ------ 

- ------ 

- ------ 

- ------ 

- ------ ,-- 

- ------ ,-- 

- ------ 

- ------ 

- ------ 

- ------ 

- ------ 

- ------ 

- ------ 

- ------ 

- - - - \ - - - - - ~ ~~ :- - - - - - 

:::: ~ :::: \ :::::: :: - r :::::::::::: 

-- ---- - ~1\ : -- -=\ -- --- 

---- -- -- --- 

Transmissivity of fracture (fwh 1/2) 



---- A --- ---- ---- ---- 

::"':::::: :::::::: :::::::: ~~~ == :::::::: 

==~ = :::::::: :::::::: == ~~ :::::::: 

:: :: :: ~ :: :: :: ~ +->= :: :: ::6 :: :1 :: :: :: :: ~ ::-& :: 

- -- - - -.e- 

:::::::: ~ :::::: 

:::::::: ~= .J5. :: ~= :: ~~ ::





ZGround: 9.15 lmasl) 


Descriotion of reference deoth: Ground Level 

Descriotion of columns: 

Depth (m) = Depth from reference depth to the fracture 

FWH 0 (masl) = Fresh water head in the borehole without pumping (meter above sea level), measured with fresh water filled tube 1996-03-06 - 1996-04-12 


Flow1 (ml/h) = Flow from the fracture to the borehole without pumping, 2003-10-28- 2003-10-29 

01 LLP (ml/h) =Practical lower limit of measurable flow1 (ml/h) 

FWH 2 (masl) = Fresh water head in the borehole with pumping (meter above sea level), drawdown 5 m 

Flow2(ml/h) =Flow from the fracture to the borehole with pumping, 2003-11-04- 2003-11-05 

02 LLP (ml/h) = Practical lower limit of measurable flow2 (ml/h) 

FWH 3 (m as I) = Fresh water head in the borehole with pumping (meter above sea level), drawdown 10 m 

Flow3(ml/h) =Flow from the fracture to the borehole with pumping, 2003-11-10-2003-11-11 



Flow4(ml/h) = Flow from the fracture to the borehole with pumping, 1999-06-29 - 1999-07-02 


T 1-2 (m 2 /s) =Calculated transmissivity of the fracture (between fwh1 and fwh2) 

Fracture head 1-2 (masl) = Calculated fresh water head in the fracture (between fwh 1 and fwh2) 


Fracture head 1-3 (masl) = Calculated fresh water head in the fracture (between fwh1 and fwh3) 

T 0-4 (m 2 /s) = Calculated transmissivity of the fracture (between fwhO and fwh4) 

Depth FWHO FWH1 Flow1 Q1 LLP FWH 2 Flow2 Q2 LLP FWH 3 Flow3 Q3 LLP FWH4 

{m) {masl) {masl) {ml/h) {ml/h) {masl) {ml/h) {ml/h) {masl) {ml/h) {ml/h) {~!~I) 

49.7 5.53 5.51 - 30 -0.03 - 400 -4.62 - 400 -1.48 

50.8 5.53 5.50 - 30 -0.04 - 400 -4.68 - 400 -1.48 

51 .9 5.53 5.48 - 30 -0.06 - 400 -4.74 - 400 -1 .48 

61 .4 5.52 5.54 760 30 0.01 37000 400 -4.60 61000 400 -1.47 

82.3 5.48 5.57 2560 30 0.10 100000 400 -4.33 270000 400 -1.45 

83.2 5.48 5.55 - 30 0.08 - 400 -4.39 - 400 -1 .45 

110.8 5.47 5.70 - 30 0.20 - 400 -4.17 - 400 -1.42 

Flow4 Q4 LLP T 1-2 

{ml/h) {ml/h) {m2/s) 

Fracture 

head 1-2 

{masl) 

360 120 - - 

55 120 - - 

26 120 - - 

25000 120 1.80E-06 5.66 

105000 120 7.00E-06 5.67 

100 120 - - 

200 120 - - 

T 1-3 

{m2/s) 

Fracture T0-4 

head 1-3 {m2/s) 

{masl) 

- - 1.41 E-08 

- - 2.16E-09 

- - 1.02E-09 

1.63E-06 5.67 9.83E-07 

7.42E-06 5.66 4.16E-06 

- - 3.96E-09 

- - 7.98E-09


o~~t ~:a~~~ ~:a~~~ ~~~~ ~~~~r ~:a~~~ ~~~~ ~~~~r ~:a~~~ ~~~~ ~~~~r ~;~~~ ~~~~ ~~~~r

--· - --- 

Appendix 1.7 


Fresh water head in the borehole 

Measured with absolute pressure sensor 

Corrections for fresh water head: 

Fresh water head (masl) = Head - Corrections for water temperature and compressibility 

Head(masl)= (Absolute pressure (Pa) - Airpressure (Pa) + Offset) /(1 000 kg/m 3 * 9.80665 m/s 2 ) + Elevation (m) 

Offset = Correction for absolut pressure sensor 

Without pumping before flow logging (downwards), 2003-10-27 

Without pumping before flow logging (upwards), 2003-10-27- 2003-10-28 

• Without pumping (upwards during flow logging), (L= 2 m, dl=0.5 m), 2003-10-28- 2003-10-29 

With pumping (upwards during flow logging), (L= 0.5 m, dl=0.1 m) , 2003-11-04-2003-11-05 

With pumping (upwards during flow logging), (L= 2 m, dl=0.5 m), 2003-11-05-2003-11-06 

With pumping (upwards during flow logging), (L= 2 m, dl=0.5 m), 2003-11-06 

With pumping (upwards during fracture EC), (L= 0.5 m, dl=0.1 m), 2003-11-10- 2003-11-11 

With pumping (upwards during fracture EC), (L= 0.5 m, dl=0.1 m), 2003-11-17-2003-11-18 

Without pumping (upwards during flow logging), (L= 0.5 m, dl=0.1 m), 2003-11-20- 2003-11-21 

With pumping after flow logging (downwards), 2003-11-18 

• 

• 

• 

• 

• 

• 

• 

• 

0 

50 

100 

150 

200 

250 

300 

350 

-400 

..._.... E 

£ 450 

c.. 

Q) 

0 500 

550 

600 

650 

700 

750 

800 ~~tttt~~##~~##~~##~~##~~##~~##~~##~~##~ 

850 

900 

-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 1 0 11 12 13 14 15 

Fresh water head (masl)

Appendix 1.8 


Air pressure, water level in the borehole and pumping rate during flow logging 

104 

-ea 

a.. 103 

~ _.. 

~ 102 

:J 

en 

en 

Q) 

101 

L... 

0. 

100 

L... 

0 

Q) 

L... -1 

Q) 

..... -2 

~ -3 

-4 

-5 

-6 

120 

-c: 

100 

E 

-:::::;.. 

80 

2 

ea 

L... 

60 

C) 

c: 

0. 40 

E 

:J 

a.. 

20 

0 

Without pumping before flow logging (downwards) , 2003-10-27 

• Without pumping before flow logging (upwards) , 2003-10-27- 2003-10-28 

• Without pumping (upwards during flow logging) , (L= 2 m, dL=0.5 m), 2003-10-28-2003-10-29 

• With pumping (upwards during flow logging) , (L= 0.5 m, dL=0.1 m) , 2003-11-04- 2003-11-05 

• With pumping (upwards during flow logging) , (L= 2 m, dL=0.5 m) , 2003-11-05- 2003-11-06 

• With pumping (upwards during flow logging), (L= 2 m, dL=0.5 m) , 2003-11-06 

• With pumping (upwards during fracture EC) , (L= 0.5 m, dL=0.1 m), 2003-11-10-2003-11-18 

• Without pumping (upwards during flow logging), (L= 0.5 m, dL=0.1 m), 2003-11-20- 2003-11-21 

With pumping after flow logging (downwards) , 2003-11-18 

With pumping after flow logging (upwards) , 2003-11-18 

11 11 11 11 11 11 1 1 11 11 11 1 11 11 11 I" ~ 

11 11 11 11 11 11 11 11 11 11 

I I I I I I I I I I I I I I I I I I 

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 

11 1 1 11 11 11 11 11 11 11 ~ 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 

11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 

I I I I I I I I I I I I I I I I :1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I] . , 

' fl 

~~ J 

11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 I ~ 11 11 

11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 

I ' 

I ~ 11 ,.I 11 

11 

~¥1 

11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 

1 .. ·~ ~ I 11 11 11 1 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 

11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 

11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 ~ 11 

11 11 11 11 11 11 11 11 11 11 

, 

11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 

11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 

11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 

11 11 11 11 11 11 11 11 11 11 11 11 11 11 ll 11 11 11 11 11 11 11 11 11 11 11 

11 11 11 11 11 11 11 11 11 11 IJ 11 11 11 I ~ 11 11 11 11 11 11 11 11 11 11 11 

11 11 11 11 11 11 11 11 11 11 1\ 11 11 11 11 .. , 11 11 11 11 11 11 11 11 11 11 

11 11 11 11 11 11 11 11 I ~ .. 

11 11 11 11 11 11 11 11 11 11 11: 11 11 11 11 1 1 11 11 11 11 11 11 ltJ. 11 11 11 

11 11 11 11 11 11 11 11 11 11 I I~ 11 11 11 11 w 11 11 11 11 11 1., ~~ 11 11 11 

11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11

Appendix 1.9 


Electric conductivity of borehole water 

• 

• 

• 

• 

+ 

Measured without lower rubber disks: 

Without pumping (without lower rubber disks, downwards), 2003-1 0-27 

Without pumping (without lower rubber disks, upwards), 2003-10-27- 2003-10-28 

With pumping (without lower rubber disks, downwards), 2003-11-18 

With pumping (without lower rubber disks, upwards), 2003-11-18 

Measured with lower rubber disks: 

Time series of fracture specific water, 2003-11-11 - 2003-11-18 

Last in time series, fracture specific water, 2003-11-11 - 2003-11-18 

0 

50 

100 

150 

200 

250 

300 

.-. 350 

E 

- £ 400 

c. 

Q) 

0 

450 

500 

550 

600 

650 

700 

750 

- - 1- - 1 - 1- 1-+ +-I +- - - -+ - +- + + f----1 +- 1 

= = I= = I = I= I =t t::l t:: = = =t = t:: :::t ::t t=l t I 

- - 1- - 1 - 1- 1-+ t--1 +- - - -+ - +- + + f-1 +- 1 

------------------ 

= = I= =I = I =I =± cl :t = = :j = :t ± ± cl ±=I 

= = 1= = 1 = I = 1 =+ l=l += = = =+ = += =l= ~ f= l 4= 1 

= = I= = I = I = I =1 t=l t = = =1 = t ::! ::t t=l :tl 

= = 1= = 1 = I = 1 =4 +=1 += = = =+ = += + + ~I +1 

= = I= = 1 = I = I ::J t::l t:: = = ::J = r:: =t I C l I I 

------- - ---------- 

- - 1- - 1 - 1- 1-+ t-1 t- - - -+ - t- + + f-1 -t-1 

= = 1= = 1 = I =I =+ l=l += = = =+ = += + :::r:: f= l += I 

- - 1- -1 - 1-1 -t t-1 t- - - -t - t- --t t- t-1 -t- 1 

800 

0.01 

0.1 1 

Electric conductivity (S/m , 25 °C) 

10

Appendix 1.10 


Temperature of borehole water 

• 

• 

• 

• 

+ 

0 

50 

100 

150 

200 

250 

300 

-350 

E 

- £ 

c. 400 

Q) 

0 

450 

500 

550 

600 

650 

700 

750 

800 


Without pumping (without lower rubber disks, downwards), 2003-10-27 

Without pumping (without lower rubber disks, upwards), 2003-10-27- 2003-10-28 

With pumping (without lower rubber disks, downwards), 2003-11-18 

With pumping (without lower rubber disks, upwards), 2003-11-18 


Time series of fracture specific water, 2003-11-11 - 2003-11-18 

Last in time series, fracture specific water, 2003-11-11 - 2003-11-18 

== ~l? =· +:; ~ = t= = = ~ = = 1= = - 1- ~ =1 = ~ ~ = = =t = = + = 

-- ---~,·- - - - I- - I-- - - - -1-- ~ - - T T - I 1- -I- I- -1 - I-- I - - I - - T - 

-:- ~ --t'r - - - - - - - - - I- - - I-- - - - - 

=~ =-'-== ~ ± = = :t = != = = I= = =I= ~ =I = ~ =:j = =± ± 

-1-- I~ - T l':-- - T - I - - 1- - - 1 - r- -1 - r- I - I T 

-f- - _ ., - · ......... ~ - - - - - - - I- - - I-- - - 

=~ =t = ~ = :t ~ ~ t= = = I= = = I= := =I = ~ =:j = 

1:: 

-1-- I _ I ~(:~ -- I IIIP~'io.-- - 1-- - ,- r- -,- r- I- 

T 

-1-- - - ~·.- - =_· \'----~ =_ - - - r- - - I-- - - 

=~ ::::1 = I •·!);. = t : ' = 1= = = I = ~ =I = ~ =:J = 

I 

-f- - ~ • •- - - - - - r- - - r- - - 

-f- ___!_ __!_ • e _I_ _ _ ~~ - _ I_ _ _ I _ r _ I _ f- __I _ 

-f- ~·~ r- r- 

-f- ==r + ·~-. - t = 1= = 1 = 1- =1 = 1-- =1 = 

-1-- - - -=et!_.- - - - - - - r- - - r- - - 

-1-- _j _!_ = ·~ ~~-= ='I;= _ I_ _ _ _ I- _I _ I-- _j _ 

=f= ~ + = ±:= = • .)= h = I= = = I = ~ =I = ~ ~ = 

-1-- __J __ _l_ __ ..L __ ~. I_ _ _ I _ _ _ I _ r- _j __ _j_ __ _l_ _ 

=~ =t = = + = = t= = = ~ ~~ ~;= = = 1 = = =1 = ~ ~ = = =t = = + = 

-!------------ ~~. - ---1---------- 

-f- ~ - 

-1-- - - 

-f- --t - 

-1-- - - 

-f- ---+ - 

-f- - 

=~ :::j 

-1-- ---+ 

-f- - 

=~ =:1 

-f- -t 

-1-- - 

=~ ==r 

-1- --t 

-f- - 

=~ =+ 

=~ =t 

-1- - 

-1-- --+ 

=~ ::::l 

-f- - 

-1-- --+ 

=~ ==r 

-1- - 

-1-- --t 

_ _j_ __ -1-_ 

------ 

=±==±== 

--+--+- 

:! :t 

+ 

::t 

+ 

± 

+ 

::t 

I 

+ 

+- 

t 

+- 

:t 

+- 

r 

+- 

- 1- - - I!S.A; - 1- - - 1 - r- ---l - - -i - - _j_ - 

= E = = ~=~~ I= = =I = ~ =:3 = = =t = = ± = 

- ~ I= = % == =I ~ ~ = = =:± = = ± = 

t= = = I= = = I ~ = =I = ~ =:j :1 1:: 

~ = = '= = !\;=' = ~ ~ 

t= = = I= = = ~ ~ :=1 

---1 -+ 

1-- - - 1- - - - 1-~ - --1 -+ 

~ = = I= = = =I ~ ~ ~ -, 

I-- - - - - - - - , 

!= =I= = 

I= = =I= = = =r =' = ~- ~ ~ 

=-- ~ 

-+ 

==I= = =:j 

--- -- 

- - 1- - --1 

c = = 1= = ==I= 

= =:] 

-- --- --- 

-- ~ ~~ ~ 

1-- - - 1- - - - 1- - --1 -+- ~+ 

r= = = r= = = =I= = =1 

-- --- --- -- 

r- - - 1- - - -1 - - -l 

=~ =+ + += ~ = = 1= = = =1 = = =1 

+ 

+ 

± 

+ 

-- -'"' 

-+ -+- 

-f- - - - - - - - - - - - - --- 

-1--- I - - T - - I - - I - - 1- - - I- - -1 - - I - -~---r- 

I I I I I I I I I I 

5 6 7 8 9 10 11 12 13 14 15 

Temperature {°C)



Time series of fracture-specific EC 

2003-11-11 - 2003-11-14 

Length of section = 0.5 m 

Depth= Upper end of section 

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2003-11-14-2003-11-17 

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2003-11-17 - 2003-11-18 



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Section 2.0 m step 0.25 m, Borehole KR24 was pumped 

Without pumping , 2004-03-17-2004-03-19 

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280 

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----- During hydraulic crosshole interference test, 2004-03-25 - 2004-03-26 

------ During hydraulic crosshole interference test, 2004-03-29 - 2004-03-30 







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-----------------------------~----- -~ 

~ ~- 














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Depth of fracture (m) from ground level = Depth from reference depth to the fracture (m) 


Flow1 (ml/h) = Flow from the fracture to the bore hole without pumping, 2004-03-17 - 2004-03-18 

01 LLP = Practical lower limit of measurable flow1 (ml/h) 

FWH 2 (masl) = Fresh water head in the borehole (meter above sea level) 

Flow2(ml/h) = Flow during hydraulic crosshole interference test (borehole KR24 was pumped}, 2004-03-25 - 2004-03-26 



Flow3(ml/h) = Flow during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-03-29 - 2004-03-30 



Flow4(ml/h) = Flow during hydraulic crosshole interference test (borehole KR24 was pumped}, 2004-05-03 - 2004-05-04 



Flow5(ml/h) = Flow after hydraulic crosshole interference test, 2004-06-02 - 2004-06-03 

05 LLP =Practical lower limit of measurable flowS (ml/h) 


Flow6(ml/h) = Flow after hydraulic crosshole interference test), 2004-06-03 




07 LLP = Practical lower limit of measurable flow? (ml/h) 



08 LLP = Practical lower limit of measurable flowS (ml/h) 


Flow9(ml/h) = Flow after hydraulic crosshole interference test, 2004-06-08 


Appendix 2.2 

Depth 

(m) 

FWH 

1 

(m) 


(mllh) 

Q1 

LLP 

FWH 

2 

(m) 


(ml/h) 

Q2 

LLP 

FWH 

3 

(m) 

Flow3 Q3 FWH Flow4 Q4 FWH FlowS Q5 FWH FlowS Q6 FWH Flow7 Q7 FWH FlowS Q8 FWH FlowS Q9 

(ml/h) LLP (~) (ml/h) LLP (;,) (ml/h) LLP (!) (ml/h) LLP (~) (mllh) LLP (!) (ml/h) LLP (!) (ml/h) LLP 

61 .1 

82.3 

116* 

6.35 

6.38 

6.51 

-340 

900 

0 

30 

30 

30 

6.03 

6.08 

6.24 

-11680 

-5520 

0 

30 

30 

30 

5.67 

5.61 

5.77 

-10160 30 5.24 -7800 30 

-4400 30 5.29 -1400 30 

0 30 5.39 0 30 

5.32 100 

5.43 4600 

5.4 0 

30 5.51 280 

30 5.58 3180 

30 5.61 0 

30 5.67 390 30 5.88 340 

30 5.67 2500 30 6.01 1850 

30 5.73 0 30 6.01 0 

50 5.96 200 

50 5.92 1600 

50 5.96 0 

50 

50 

50 

116.8 6.49 

14000 

30 6.27 

4070 

30 5.73 

7000 30 5.41 6600 30 5.43 7000 30 5.63 6000 30 5.76 3500 30 6.01 2000 50 5.97 1000 50 

141.6 6.61 

910 

30 6.39 

-270 

30 5.93 

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301 .2 7.23 

-75 

30 7.09 

0 

30 6.55 

0 30 6.31 0 30 6.07 -40 30 6.36 -50 30 6.52 0 30 6.72 -55 50 6.69 0 50 

307.6 

308.2 

314.1 

364.6* 

366.7 

370.5* 

510.8* 

7.24 

7.26 

7.3 

7.73 

7.65 

7.65 

8.99 

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0 

420 

20 

-57 

30 

30 

30 

30 

30 

30 

30 

7.17 

7.2 

7.25 

7.57 

7.67 

7.62 

8.95 

750 

250 

9670 

0 

5200 

32 

0 

30 

30 

30 

30 

30 

30 

30 

6.64 

6.62 

6.72 

7.12 

7.03 

7.16 

8.52 

0 

0 

-3300 

0 

2280 

0 

0 

30 6.34 580 

30 6.34 170 

30 6.41 6500 

30 6.8 0 

30 6.82 550 

30 6.85 0 

30 8.28 0 

30 

30 

30 

30 

30 

30 

30 

6.07 -960 30 

6.07 -240 30 

6.11 -9700 30 

6.46 0 400 

6.42 -2140 400 

6.42 0 400 

6.38 -920 30 

6.38 -270 30 

6.4 -9800 30 

6.82 220 400 

6.78 960 400 

6.76 0 400 

6.56 -620 30 

6.56 -150 30 

6.59 -3030 30 

6.87 200 400 

6.83 -2300 400 

6.86 0 400 

6.74 -1050 50 

6.73 -260 50 

6.78 -6190 50 

7.18 250 400 

7.24 1420 400 

7.16 0 400 

6.73 -1020 

6.73 -275 

6.79 -6080 

7.17 -280 

7.15 -1300 

7.28 0 

50 

50 

50 

400 

400 

400 

*=Uncertain

Appendix 2.3 






Head(masl)= (Absolute pressure (Pa)- Airpressure (Pa) +Offset) /(1 000 kg/m 3 * 9.80665 m/s 2 ) + Elevation (m) 

Offset = 12600 Pa (Correction for absolut pressure sensor) 

0 

• Without pumping test, 2004-03-17-2004-03-19 






After hydraulic crosshole interference test, 2004-06-03- 2004-06-04 



• 

• 

• 

• 

• 

• 

• 

• 

50 

100 

150 

200 

- 

250 

.._ E 

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a. 

Q) 

0 

350 

400 

450 

500 

550 

600 

5 6 7 8 9 10 


Appendix 2.4 

Olkiluoto, Borehole KR4 


6. 

6. 

6. 

6. 

6. 

6. 

6. 

6. 

/:). 

Without pumping, 2004-03-17 - 2004-03-19 

During hydraulic crosshole interference test, 2004-03-25- 2004-03-26 








0 

50 

100 

150 

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I - 1 ---+ W W - - -1- --1 --1 -+ 1-+ 1--l 

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200 

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450 

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600 

0.01 

0.1 1 10 

Electric conductivity (S/m, 25 °C)

------------------------------------------------------------------- - ------ 

Appendix 2.5 



.......... 

E 

- 

~:;. Without pumping, 2004-03-17 - 2004-03-19 

~:;. During hydraulic crosshole interference test, 2004-03-25- 2004-03-26 

~:;. During hydraulic crosshole interference test, 2004-03-29- 2004-03-30 

~:;. During hydraulic crosshole interference test, 2004-05-03 - 2004-05-04 

~:;. After hydraulic crosshole interference test, 2004-06-02 - 2004-06-03 

~:;. After hydraulic crosshole interference test, 2004-06-03 

~:;. After hydraulic crosshole interference test, 2004-06-03- 2004-06-04 

~:;. After hydraulic crosshole interference test, 2004-06-07- 2004-06-08 

b. After hydraulic crosshole interference test, 2004-06-08 

0 

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T T 

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6 7 

8 9 

11 

Temperature (°C) 

12 13 14

Appendix 2.6 


Air pressure and water level during hydraulic crosshole interference test 

Borehole KR24 was pumped 


----- During hydraulic crosshole interference test, 2004-03-25-2004-03-26 



----- After hydraulic crosshole interference test, 2004-06-02-2004-06-03 





104 

-ea 

a.. 

~ 

-Q) 

~ 

::I 

en 

en 

Q) 

~ 

a. 

~ 

 

Q) 

~ 

.sa 

~ 

5


40 

41 

42 



D.. 

Without pumping (L=2 m, dL=2 m), (Flow direction= into the hole) 

"V Without pumping (L=2 m, dl=2 m), (Flow direction= into the bedrock) 


----- With pumping (L=0.5 m, dl=0.1 m), 2000-10-19-2000-10-27 




----- With pumping during fracture-EC (Drawdown = 10 m, L=0.5 m, dl=0.1 m), 2003-10-08-2003-10-10 



- - Lower limit of flow rate (drawdown = 5 m, section= 2m) 

~ Fracture specific flow (into the hole) 

= -_ (__- l --::i .il:- t= - ~ = = = - - ;;o;l\\- I- f- ~ = = 

-- - - _......::: ~..,..; _} r- - - 

-- - I::::::::C.. ~ - - ,_ - - 

== = = - \. ~~ ~ *- - : = = 


42.2 

43 

44 

45 

46 

47 

48 

I 49 

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0. 

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52 

53 

54 

55 

56 

57 

58 

59 

60 

=~= I . ~~=f = 

-r- - ll>-N - 

-I- - \- ~ ~ ~ - 

,__ - - 

i- - - 

i- - - 

'-- - - 

=~ = :l~= ~~ .t = = =~ - = ~~- 7~ = - = 

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- 

= 

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0 






----- With pumping (L=0.5 m, dl=0.1 m}, 2000-10-19-2000-10-27 

----- Without pumping (L=2 m, dl=0.5 m}, 2003-10-01 -2003-10-02 



----- With pumping during fracture-EC (Drawdown = 10 m, L=0.5 m, dl=0.1 m}, 2003-10-08-2003-10-10 

60 

- 

--- 

61 - --- 

62 

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63 

- 1- - - 1- - - 

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65 

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67 - -.., 1- - - 

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69 

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70 

- 

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--- 1- - - 

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71 - 1-- 1- .s.: - 1- - - 

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72 - r-- - - --1 - 1- --- 

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73 

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--- 

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75 - r-- r- ~ 1- --- 1-- - ,_ ~ b:" 

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78 

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79 ~ ~ - 1- -- 

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--- -- 1- - 1- -- 

-- 1- ~- - 1- -- 

-- 1- ~ - 1- -- 

80 



- - Lower limit of flow rate (drawdown = 5 m, section = 2m) 

... Fracture specific flow (into the hole) ~ Fracture specific flow (into the bedrock) 

- - 

r- - 

- r- - - 

- -4 r- - - 

~ 31 

= ~ 

~ · -4 

- L 

1- - 60.9 

~ ~ - - 1- 1- - - - - 1- - - 

-- . 

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..- - 1- - - 

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--....: 

--- 

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= = /.. 

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= = 1- (j 

1- - - 

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~ P= 

1- - - 74.7 

I 111111! I 111111 I 1111111 I 1111111 I 1111111 I 1111111 

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Flow rate (mllh} 

Single point resistance (ohm}


- E 

-~ 

..... 

a. 

(J) 

0 

80 

81 

82 

83 

84 

85 

86 

87 

88 

89 

90 

91 

92 

93 

94 

95 

96 

97 

98 

99 

100 



f::t. Without pumping (L=2 m, dl=2 m), (Flow direction= into the hole) 


A With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction= into the hole) 

With pumping (L=0.5 m, dl=0.1 m), 2000-10-19-2000-10-27 




With pumping during fracture-EC (Drawdown = 10 m, L=0.5 m, dl=0.1 m), 2003-10-08-2003-10-10 




.&. Fracture specific flow (into the hole) T Fracture specific flow (into the bedrock) 

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'V Without pumping (L=2 m, dl=2 m), (Flow direction= into the bedrock) 



----- Without pumping (L=2 m, dl=0.5 m), 2003-10-01 -2003-10-02 






- - - Lower limit of flow rate (drawdown = 5 m, section = 2m) 

100 

.A Fracture specific flow (into the hole) T Fracture specific flow (into the bedrock) 

101 

102 

103 

104 

105 

106 

107 

108 

- 109 

E ..._... 

£ 110 

0.. 

Q) 

0 111 

109.9 

110.8 

112 

113 

114 

115 

116 

117 

118 

119 

120 

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-....._... 

E 

.s=. 

.... 

a. 

Q) 

120 

121 

122 

123 

124 

125 

126 

127 

128 

129 

130 



D.. 

'V 

D.. 

Without pumping (L=2 m, dl=2 m), (Flow direction= into the hole) 


With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction= into the hole) 










~v~~ ~ - - -- 

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6. Without pumping (L=2 m, dl=2 m}, (Flow direction= into the hole) 


6. With pumping (Drawdown = 5 m, L=2 m, dl=2 m}, (Flow direction= into the hole) 







140 - 1- 

- - 

141 - - 

142 - - 

143 - - 

144 

145 

146 

147 

148 

149 


- Lower limit of flow rate (drawdown = 5 m, section= 2m) 

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1- 

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1- - - - - - - 

.c. ...... 150 

1- 

c.. 

- 1-- 

Q) 

~ 

0 151 

152 

153 

154 

155 

156 

157 

158 

159 

160 


- 1-- - - - - - - 

1- ..--- 

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1- - ~ 1-- 1-- - ~ = 

- - - 

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1- - \ - - - - 

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--- 

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Appendix 3 .1. 7 




V Without pumping (L=2 m, dl=2 m), (Flow direction= into the bedrock) 






----- With pumping during fracture-EC (Drawdown = 10 m, L=0.5 m, dl=0.1 m), 2003-10-08 - 2003-10-10 


----- During hydraulic crosshole interference test, 2004-06-01 -2004-06-02 


160 

A 

Fracture specific flow (into the hole) 


161 

162 

163 

164 

165 

166 

167 

168 

- 169 

E ...._... 

£ 170 

c.. 

Q) 

Cl 171 

172 

..1Zll. 

173 

172.7 

174 

175 

176 

177 

178 

179 

180 



1 0 1 00 1 000 1 0000 


------------------------ - - ------ - - - - - - - -- - ~- -· - -. - --- ·- - ··- - - -- 


- E 

-~ 

..... 

a. 

(].) 



.!:::.. Without pumping (L=2 m, dl=2 m}, (Flow direction= into the hole) 








180 

- - 

- - 

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181 

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- - 

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182 

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183 - - 

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184 

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185 

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186 

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187 

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188 

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189 

- - 

- - 

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190 

- - 

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0 191 

192 

193 

194 

195 

196 

197 

198 

199 

200 





l 

- - 1- - - 

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1- - - 

r- - (= ...... 1- - 

1- -















200 

201 

202 

203 

204 

205 

206 

207 

208 

-209 

E 

- £ 210 

a. 

(]) 

0 211 

212 

213 

214 

215 

216 

217 

218 

219 

220 

• Fracture specific flow (into the hole) 

---- ~ -i ~ -- 

-- - - ~= ~







----- With pumping (L=0.5 m, dl=0.1 m), 2000-10-19 - 2000-10-27 








220 

221 

222 

223 

224 

225 

226 

227 

228 

-229 

E .._ 

£ 230 

c. 

Q) 

0 231 

232 

233 

234 

235 

236 

237 

238 

239 

240 

~ Fracture specific flow (into the hole) 

-:---- - - --z:. r-= = = = := = = 

_,___ __ ~ - --- r---- 

== = = ~ ~ I)= =--~ =~ = = 

-,------ ~ ~~-- ~r--- 

-- - - - C4 1 --n~ - - ~ ... - - 

==-= ~ 1""1 ~ - -= 

_,___ - i;l ~17 - 

-- - ..... - 

== = - - ~ l =1r - i -u- 

== = = > ~















240 

241 

242 

243 

244 

245 

246 

247 

248 

-249 

E 

- £ 250 

a. 

Q) 

0 251 

252 

253 

254 

255 

256 

257 

258 

259 

260 


~~ 

..- 

1- - ~- - t-- - - - - 

1- - - - - - - - - - 

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_, 

1 - - - - - - - 

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t-- - - - - 

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- t-- 

=- - 

1- - ., t-- 

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- 

1- 

-' .5! - -~ - - - t-- - - - - 

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- - - ,__ - - 

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- ,__ - - - = ~ ~ b., I- - - - - !-- - - - - 

~ I- - - - - !-- =





'\1 Without pumping (L=2 m, dl=2 m), (Flow direction = into the bedrock) 










260 

261 

262 

263 

264 

265 

266 

267 

268 

-269 

E ..._ 

£ 270 

a. 

Q) 

0 271 

272 

273 

274 

275 

276 

277 

278 

279 

280 

A 


t- - 

r- - 

- r- - 

-- - - ~ t-.. 11 l1 - r- - 

== = -=t---t! 

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.. H,~~·-~~- T~ll= 

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= - .l~ rllf- - ,... - 

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----- With pumping (Drawdown = 5 m, L=2 m, dL=0.5 m}, 2003-10-02-2003-10-03 






280 

281 

282 

283 

284 

285 

286 

287 

288 

-289 

E ..._ 

£ 290 

a. 

Q) 

0 291 

292 

293 

294 

295 

296 

297 

298 

299 

300 


T' 

-- ~ , }oo,. 

-- == = =I ~ 280.8 

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-1- - - =I - z-~ ~ ,- - - =~ l-:.'~- 

285.1 

286.3 

:=E = l3 ::/- - =I 11- :::: E = 287.8 

=i= = ( (l x. ~~ - 

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1::::.. Without pumping (L=2 m, dl=2 m), (Flow direction= into the hole) 


1::::.. With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction= into the hole) 









300 

301 


301.1 

302 

303 

304 

305 

306 

305.9 

307 

308 

-309 

E 

- £ 310 

a. 

Q) 

0 311 

312 

313 

314 

315 

316 

317 

318 

319 

320 


10 100 1000 10000 



320 

321 

322 

323 

324 

325 

326 

327 

328 

-329 

E 

- £ 330 

0. 

Q) 

0 331 

332 

333 

334 

335 

336 

337 

338 

339 

340 






----- With pumping (L=0.5 m, dL=0.1 m), 2000-10-19-2000-10-27 









=~ = = )- 

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1- 1- - - 

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I I 111111 I I 111111 I I 111111 I I 111111 I 1111111 I 1111111 

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10 100 1000 10000 






'1 Without pumping (L=2 m, dl=2 m), (Flow direction = into the bedrock) 










340 

341 

342 

343 

344 

345 

346 

347 

348 

-349 

E 

- £ 350 

c.. 

Q) 

Cl 351 

352 

353 

354 

355 

356 

357 

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359 

360 

A 


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387 

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'V Without pumping (L=2 m, dl=2 m), (Flow direction= into the bedrock) 









- - - Lower limit of flow rate (drawdown = 5 m, section= 2m) 

400 

~ Fracture specific flow (intq the hole) T Fracture specific flow (into the bedrock) 

401 

402 

403 

404 

405 

406 

407 

408 

-409 

E 409.4 

410.0 

-:6 410 

a. 

(J.) 

0 411 

412 

413 

414 

415 

414.8 

416 

417 

418 

419 

420 




Appendix 3 .1.20 



6. Without pumping (L=2 m, dl=2 m}, (Flow direction= into the hole) 

\1 Without pumping (L=2 m, dL=2 m), (Flow direction = into the bedrock) 

~ With pumping (Drawdown = 5 m, L=2 m, dL=2 m), (Flow direction= into the hole) 



----- With pumping (Drawdown = 5 m, L=2 m, dL=0.5 m), 2003-10-02-2003-10-03 


----- With pumping during fracture-EC (Drawdown = 10 m, L=0.5 m, dL=0.1 m), 2003-10-08-2003-10-10 




420 

421 

422 

423 

424 

425 

426 

427 

428 

-429 

E ...._... 

£ 430 

c. 

(I) 

0 431 

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440 

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461 

462 

463 

464 

465 

466 

467 

468 

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E 

£ 470 

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0 471 

472 

473 

474 

475 

476 

477 

478 

479 

480 














A. Fracture specific flow (into the hole) T Fracture specific flow (into the bedrock) 

---- == = = ~- --= 

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480 

481 

482 

483 

484 

485 

486 

487 

488 

-489 

E 

- £ 490 

c.. 

Q) 

0 491 

492 

493 

494 

495 

496 

497 

498 

499 

500 




"\/ Without pumping (L=2 m, dl=2 m), (Flow direction= into the bedrock) 

1:::. With pumping (Drawdown = 5 m, L=2 m, dl=2 m), (Flow direction= into the hole) 


Without pumping (L=2 m, dl=0.5 m}, 2003-10-01 - 2003-10-02 








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~ Without pumping ( =2 m, dl=2 m), (Flow direction= into the hole) 




----- Without pumping ( =2 m, dl=0.5 m), 2003-10-01-2003-10-02 







500 

501 

502 

503 

504 

505 

506 

507 

508 

-509 

E 

- £ 510 

c.. 

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0 511 

512 

513 

514 

515 

516 

517 

518 

519 

520 

... Fracture specific flow (into the hole) 

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526 

527 

528 

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a. 

Q) 

0 531 

532 

533 

534 

535 

536 

537 

538 

539 

540 



~ Without pumping ( =2 m, dl=2 m), (Flow direction= into the hole) 

'1 Without pumping ( =2 m, dl=2 m), (Flow direction= into the bedrock) 



----- Without pumping ( =2 m, dl=0.5 m), 2003-10-01 -2003-10-02 






- Lower limit of flow rate (drawdown = 5 m, section = 2m) 


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~ Without pumping (L=2 m, dl=2 m}, (Flow direction =into the hole) 








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Appendix 3.2 

• 

0 


Plotted flow rates of 2 m sections 

Flow rates: 

Without pumping, 

2003-10-01 - 2003-10-02 

With pumping, drawdown = 5 m, 

2003-1 0-02 - 2003-1 0-03 

_ _ _ _ _ Theoretical minimum 


_ _ _ _ _ 

_ _ _ _ _ 



Theoretical maximum 


50 

100 

150 

----,---------,----,--------- 

----------------------------- 

I I I I I 

--- - -(j - ~ -------- --- - ------- - , - 

----+--' -~ J. -.-- ~ ----~ ----~ --L - 

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----1- 1 -- i · ---l----l----l-- ~ - 

I I I I I I I 

~ ~ ~ ~ ~ L ~ ~ ~ ~ L ~ ~ ~ ~ L 

~ ~ ~ ~ i ~ ~ ( ~ i ~ ~ ~ ~ --- -~ ~-r -1---- f -- -~--- -~- -, - 

_J __ L ____ L ____ t ____ t __ L_t ____ ~~~~~~ ~ ~~ ] ! ~~~~~~~~~~~~~~~~ ( ~ 

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250 

350 

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- ~ --~----~----t----t-- ~ -t---- ----t- ~ --t----t----1----1-- ~ - 

-i--r----r----r----r--t -r---- ____ 1_ i __ 1 ____ 1 ____ l ____ l __ ~ _ 

-1--r----r----r----r--r -T ____ ----~- l --~----~----~----~-- r - 

_j __ L ____ L ____ L ____ L __ l _l ____ ____ l_ )__ l ____ l ____ l ____ j __ L _ 

_ j __ L ____ L ____ L ____ l __ l _l ________ J _j __ l ____ j ____ j ____ j __ l _ 

- -' --~----~----+----+-- '- -+---- ----+- -' --+----~----~----~-- L - 

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450 

"~~oo~ ~~oo~ ~~oo~ ~~oo~ ~;:~oo~ ~~oo~ ~~oo~ ~~oo~ ~~oo~ ~~oo~ ~~oo~ ~~oo~ ~~ooo 

Flow rate (mL/h) 

OUT FROM HOLE INTO HOLE

Appendix 3.3 

+ 

0 

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...... 

a. 

Q.) 

0 

50 

100 

150 

200 

250 

300 

350 

400 

450 

500 

550 

600 


Plotted head and transmissivity of 2 m sections 

Section head, 

2003-1 0-01 - 2003-1 0-1 0 + 


2003-10-01 - 2003-10-02 0 

Fresh water head in the borehole with pumping, 

2003-1 0-02 - 2003-1 0-03 - - - - - 

Section head, 

2000-09-26 - 2000-1 0-06 


2000-09-26 - 2000-1 0-06 

Transmissivity T 5 

, 

2003-1 0-01 - 2003-1 0-1 0 

Transmissivity T s• 

2000-09-26 - 2000-1 0-06 

Theoretical minimum measurable T 5 

, 

2003-10-01-2003-10-10 

Practical minimum measurable T s• 

2003-10-01-2003-10-10 

Theoretical maximum measurable T s• 

Fresh water head in the borehole with pumpinQ,"" - - - - 2003-10-01-2003-10-10 

2000-09-26 - 2000-1 0-06 

- 

- 

- 

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---- j __ _ 

11--,-llr+TT 

-,-, 11-hlrr-11"1 hi-,-, 11--,-1 h-ITT 11-ri-T--1 111--,-llrl-TT IIIT"TI+rriiiTTI +rl"ll-rll ITTTTTli ITTTITT ITTTITT ITITTTT I I 111111 I I 11111 

-12 -1 0 -8 -6 -4 -2 0 2 4 

Fresh water head (masl) 

6 8 

~~ ~~ ~CO ~ ~t:o ~~ d~~ 

~~ ~\:5 ~\:5 ~\:5 ~\:5 ~\:5 ~\:5 

Transmissivity (m 2 /s)



Borehole: OLKR07 


Inclination: 69.5 



Theorethicallower limit of flow rate: 30 ml/h 

Theorethical upper limit of flow rate: 300 000 ml/h 


Depth SecUp (m)= Depth from reference depth to the upper end of the section (m) 

Depth SeLow (m)= Depth from reference depth to the lower end of the section (m) 

Fresh water headO (masl) = Fresh water head in the borehole without pumping (meter above sea level) 

FlowO(ml/h) =Flow from the section to the borehole without pumping, 2003-10-01 - 2003-10-02 

QO lower Limit Pract (m l/h) = Practical lower limit of flow rate 

Fresh water head1 (masl) = Fresh water head in the borehole with pumping (meter above sea level) 

Flow1 (ml/h) =Flow from the section to the borehole with pumping, 2003-10-02- 2003-10-03 

01 lower Lim it Pract (ml/h) = Practical lower limit of flow rate 

Formation head (masl) =Calculated fresh water head in the formation 

T (m2/s) =Calculated transmissivity of the section 

T Low LimitP (m2/s) =Calculated lower limit of transmissivity (Practical) 

T Low LimitT (m2/s) =Calculated lower limit of transmissivity (Theorethical) 

T Upp LimitT (m2/s) = Calculated upper limit of transmissivity (Theorethical) 

Fresh QO Fresh 

Depth Depth t Fl 

0 

lower water 

secup seclow wa er ow Limit 

( m) ( ) headO (ml/h) Pract head1 

m (masl) (masl) 

(ml/h) 


(ml/h) 

Q1 

lower Section 

Limit head 

Pract (masl) 

(ml/h) 

T (m 2 /s) 

TLow 

LimitP 

(m 2 /s) 

TLow 

LimitT 

(m 2 /s) 

TUpp 

LimitT 

(m 2 /s) 

41 .84 43.84 5.34 

13 

30 

0.41 

252 

150 5.61 

1.33E-08 8.36E-09 1.67E-09 1.67E-05 

43.84 45.84 5.42 

30 

0.37 

174 

150 

9.47E-09 8.16E-09 1.63E-09 1.63E-05 

45.84 47.84 5.34 

500 

30 

0.28 

4384 

150 5.99 

2.11 E-07 8.14E-09 1.63E-09 1.63E-05 

47.84 49.84 5.26 

660 

30 

0.34 

6154 

150 5.85 

3.07E-07 8.38E-09 1.68E-09 1.68E-05 

49.84 51.84 5.33 

30 

0.43 

100 

5.61 E-09 1.68E-09 1.68E-05 

51 .84 53.84 5.42 

50 

30 

0.45 

656 

100 5.83 

3.35E-08 5.53E-09 1.66E-09 1.66E-05 

53.84 55.84 5.42 

30 

0.35 

100 

5.42E-09 1.63E-09 1.63E-05 

55.84 57.84 5.31 

30 

0.33 

100 

5.52E-09 1.66E-09 1.66E-05 

57.84 59.84 5.32 

30 

0.42 

140 

100 

7.85E-09 5.61 E-09 1.68E-09 1.68E-05 

59.84 61.84 5.42 

10 

30 

0.53 

421 

100 5.54 

2.31 E-08 5.62E-09 1.69E-09 1.69E-05 

61 .84 63.84 5.48 

30 

0.47 

100 

5.48E-09 1.65E-09 1.65E-05 

63.84 65.84 5.43 

30 

0.38 

100 

5.44E-09 1.63E-09 1.63E-05 

65.84 67.84 5.34 

30 

0.43 

100 

5.60E-09 1.68E-09 1.68E-05 

67.84 69.84 5.38 

30 

0.52 

100 

5.65E-09 1. 70E-09 1. 70E-05 

69.84 71 .84 5.46 

30 

0.56 

100 

5.61 E-09 1.68E-09 1.68E-05 

71 .84 73.84 5.53 

30 

0.46 

100 

5.42E-09 1.63E-09 1.63E-05 

73.84 75.84 5.52 

30 

0.45 

247 

100 

1.34E-08 5.42E-09 1.63E-09 1.63E-05 

75.84 77.84 5.42 

30 

0.53 

100 

5.62E-09 1.69E-09 1.69E-05 

77.84 79.84 5.41 

30 

0.62 

100 

5.74E-09 1.72E-09 1.72E-05 

79.84 81.84 5.48 

30 

0.59 

100 

5.62E-09 1.69E-09 1.69E-05 

81 .84 83.84 5.54 

30 

0.50 

100 

5.45E-09 1.64E-09 1.64E-05 

83.84 85.84 5.58 

30 

0.53 

100 

5.44E-09 1.63E-09 1.63E-05 

85.84 87.84 5.53 

30 

0.62 

100 

5.60E-09 1.68E-09 1.68E-05


QO 

D th 0 th Fresh lower Fresh 

ep ep water FlowO water Flow1 

secup seclow headO ( 1/h) Limit head 1 ( 1/h) 

(m) (m) (masl) m Pract (masl) m 

(mllh) 

Q1 

lower Section 

Limit head 

Pract (masl) 

(mllh) 

T (m 2 /s) 

TLow 

LimitP 

(m 2 /s) 

TLow 

LimitT 

(m 2 /s) 

TUpp 

LimitT 

(m 2 /s) 

87.84 89.84 5.45 

89.84 91.84 5.47 

91.84 93.84 5.53 

93.84 95.84 5.59 

95.84 97.84 5.63 

30 

30 

30 

30 

30 

0.68 

0.62 

0.55 

0.61 

0.69 

150 

100 

100 

100 

100 

100 

5.76E-09 1.73E-09 1.73E-05 

8.50E-09 5.66E-09 1. 70E-09 1. 70E-05 

5.52E-09 1.66E-09 1.66E-05 

5.52E-09 1.66E-09 1.66E-05 

5.56E-09 1.67E-09 1.67E-05 

97.84 99.84 5.61 

99.84 101 .84 5.55 

101 .84 103.84 5.50 

103.84 105.84 5.53 

30 

30 

30 

30 

0.74 

100 

0.66 

100 

0.62 

100 

0.68 100 

5.64E-09 1.69E-09 1.69E-05 

5.62E-09 1.69E-09 1.69E-05 

5.63E-09 1.69E-09 1.69E-05 

5.66E-09 1. 70E-09 1. 70E-05 

105.84 107.84 5.58 

107.84 109.84 5.65 

109.84 111 .84 5.69 

111 .84 113.84 5.64 

113.84 115.84 5.56 

115.84 117.84 5.55 

117.84 119.84 5.60 

119.84 121.84 5.69 

121.84 123.84 5.75 

17 

30 

30 

30 

30 

30 

30 

30 

30 

30 

0.77 100 

0.80 100 

0.73 1060 100 

0.67 100 

0.73 100 

0.80 100 

0.86 

0.83 

0.73 152 

100 

100 

100 

5.71E-09 1.71E-09 1.71E-05 

5.66E-09 1. 70E-09 1. 70E-05 

5. 77 5. 78E-08 5.54E-09 1.66E-09 1.66E-05 

5.53E-09 1.66E-09 1.66E-05 

5.69E-09 1. 71 E-09 1. 71 E-05 

5.78E-09 1.74E-09 1.74E-05 

5.80E-09 1.74E-09 1.74E-05 

5.65E-09 1.70E-09 1.70E-05 

8.33E-09 5.47E-09 1.64E-09 1.64E-05 

123.84 125.84 5.74 

30 

0.76 

100 

5.52E-09 1.66E-09 1.66E-05 

125.84 127.84 5.66 

127.84 129.84 5.61 

129.84 131.84 5.62 

131 .84 133.84 5.69 

30 

30 

30 

30 

0.84 

0.90 

0.90 

0.80 

100 

100 

100 

100 

5.70E-09 1.71E-09 1.71E-05 

5.83E-09 1. 75E-09 1. 75E-05 

5.82E-09 1. 75E-09 1. 75E-05 

5.62E-09 1.69E-09 1.69E-05 

133.84 135.84 5.65 

167.84 169.84 5.83 

169.84 171 .84 5.91 

171 .84 173.84 5.91 

-60 

30 

30 

30 

30 

0.85 

0.92 

0.96 

1.01 

438 

100 

100 

100 

100 

5. 72E-09 1. 72E-09 1. 72E-05 

5.60E-09 1.68E-09 1.68E-05 

5.55E-09 1.67E-09 1.67E-05 

5.32 2. 79E-08 5.61 E-09 1.68E-09 1.68E-05 

173.84 175.84 5.84 

30 

1.07 

100 

5. 76E-09 1. 73E-09 1. 73E-05 

175.84 177.84 5.85 

30 

1.10 

100 

5.78E-09 1.74E-09 1.74E-05 

195.84 197.84 5.90 

197.84 199.84 5.89 

30 

30 

1.11 

1.08 

100 

100 

5.74E-09 1.72E-09 1.72E-05 

5.71E-09 1.71E-09 1.71E-05 

199.84 201 .84 5.89 

201.84 203.84 5.94 

-40 

30 

30 

1.12 

1.16 

399 

100 

100 

5.76E-09 1.73E-09 1.73E-05 

5.50 2.52E-08 5. 75E-09 1. 72E-09 1. 72E-05 

203.84 205.84 5.96 

-32 

30 

1.21 

230 

100 

5.38 1.52E-08 5.78E-09 1.74E-09 1.74E-05 

205.84 207.84 5.98 

30 

1.24 

244 

100 

1.41E-08 5.80E-09 1.74E-09 1.74E-05 

207.84 209.84 5.99 

30 

1.28 

100 

5.83E-09 1. 75E-09 1. 75E-05 

209.84 211 .84 6.01 

30 

1.28 

100 

5.81E-09 1.74E-09 1.74E-05 

211.84 213.84 

213.84 215.84 

6.03 -85 

6.03 -1000 

30 

30 

1.25 932 100 

1.20 11789 100 

5.63 5.85E-08 5. 75E-09 1. 72E-09 1. 72E-05 

5.65 7.27E-07 5.69E-09 1. 71 E-09 1. 71 E-05 

215.84 217.84 

6.05 

30 

1.17 100 

5.63E-09 1.69E-09 1.69E-05 

217.84 219.84 

6.05 -120 

30 

1 .16 1689 1 00 

5. 73 1.02E-07 5.62E-09 1.69E-09 1.69E-05 

219.84 221 .84 

6.07 

30 

1.20 100 

5.64E-09 1.69E-09 1.69E-05 

221.84 223.84 

6.08 -650 

30 

1.23 14729 100 

5.88 8. 71 E-07 5.66E-09 1. 70E-09 1. 70E-05 

223.84 225.84 

6.09 -1100 

30 

1.28 38526 100 

5.96 2.26E-06 5.71 E-09 1.71 E-09 1.71 E-05 

225.84 227.84 

6.11 

30 

1.31 100 

5. 72E-09 1. 72E-09 1. 72E-05 

227.84 229.84 

6.12 -18000 

30 

1.34 150000 100 

5.61 9.66E-06 5.75E-09 1.72E-09 1.72E-05


Fresh 

Depth Depth water FlowO 

secup seclow headO (ml/h) 

(m) (m) (mast) 

QO 

lower 

Limit 

Pract 

(ml/h) 

Fresh 

water 

head1 

(mast) 


(ml/h) 

Q1 

lower Section 

Limit head 

Pract (mast) 

(ml/h) 

T (m 2 /s) 

Tlow 

LimitP 

(m 2 /s) 

Tlow 

LimitT 

(m 2 /s) 

TUpp 

LimitT 

(m 2 /s) 

231 .84 233.84 6.14 

30 

1.38 

60 

3.46E-09 1.73E-09 1.73E-05 

233.84 235.84 6.16 

30 

30 

1.39 1300 

60 

6.27 7 .32E-08 3.46E-09 1. 73E-09 1. 73E-05 

235.84 237.84 6.16 

237.84 239.84 6.17 9654 

30 

30 

1.43 60 

1.44 320708 60 

3.49E-09 1.74E-09 1.74E-05 

6.32 1.81E-05 3.49E-09 1.74E-09 1.74E-05 * 

239.84 241.84 6.21 210 

30 

1.44 7700 60 

6.34 4.31 E-07 3.46E-09 1. 73E-09 1. 73E-05 

241 .84 243.84 6.22 

30 

1.45 103 30 

5.93E-09 1. 73E-09 1. 73E-09 1. 73E-05 

243.84 245.84 6.22 

30 

1.44 692 30 

3.98E-08 1.72E-09 1.72E-09 1.72E-05 

245.84 247.84 6.23 

30 

1.43 830 30 

4. 75E-08 1. 72E-09 1. 72E-09 1. 72E-05 

247.84 249.84 6.25 793 

30 

1.37 41598 30 

6.34 2.30E-06 1.69E-09 1.69E-09 1.69E-05 

249.84 251 .84 6.24 

30 

1.35 666 30 

3.74E-08 1.69E-09 1.69E-09 1.69E-05 

251 .84 253.84 6.25 

30 

1.33 30 

1.68E-09 1.68E-09 1.68E-05 

253.84 255.84 6.26 -210 

30 

1. 35 30073 30 

6.23 1.69E-06 1.68E-09 1.68E-09 1.68E-05 

255.84 257.84 6.26 

30 

1.35 

30 

1.68E-09 1.68E-09 1.68E-05 

257.84 259.84 6.28 

30 

1.36 

30 

1.68E-09 1.68E-09 1.68E-05 

259.84 261.84 6.31 

30 

1.39 

30 

1.68E-09 1.68E-09 1.68E-05 

261 .84 263.84 6.32 

-24 

30 

1.39 1393 

30 

6.24 7.90E-08 1.67E-09 1.67E-09 1.67E-05 

263.84 265.84 6.33 

30 

1.39 

30 

1.67E-09 1.67E-09 1.67E-05 

265.84 267.84 6.33 

30 

1.42 

30 

1.68E-09 1.68E-09 1.68E-05 

267.84 269.84 6.33 

30 

1.41 

30 

1.68E-09 1.68E-09 1.68E-05 

269.84 271.84 6.34 

30 

1.44 

30 

1.68E-09 1.68E-09 1.68E-05 

271 .84 273.84 6.34 

30 

1.43 5629 

30 

3.15E-07 1.68E-09 1.68E-09 1.68E-05 

273.84 275.84 6.34 

30 

1.45 145 

30 

8.15E-09 1.69E-09 1.69E-09 1.69E-05 

275.84 277.84 6.35 

30 

1.44 80 

30 

4.48E-09 1.68E-09 1.68E-09 1.68E-05 

277.84 279.84 6.36 

30 

1.46 4046 

30 

2.27E-07 1.68E-09 1.68E-09 1.68E-05 

279.84 281 .84 6.39 700 

30 

1.47 75176 30 

6.44 4.16E-06 1.68E-09 1.68E-09 1.68E-05 

281.84 283.84 6.39 

30 

1.50 30 

1.69E-09 1.69E-09 1.69E-05 

283.84 285.84 6.38 45 

30 

1.47 2200 30 

6.48 1.21 E-07 1.68E-09 1.68E-09 1.68E-05 

285.84 287.84 6.39 915 

30 

1.49 186143 30 

6.41 1.04E-05 1.68E-09 1.68E-09 1.68E-05 

287.84 289.84 6.39 

30 

1.50 

30 

1.69E-09 1.69E-09 1.69E-05 

289.84 291 .84 6.38 

30 

1.50 

30 

1.69E-09 1.69E-09 1.69E-05 

291.84 293.84 6.38 

30 

1.53 

30 

1.70E-09 1.70E-09 1.70E-05 

293.84 295.84 6.39 

30 

1.52 

30 

1.69E-09 1.69E-09 1.69E-05 

295.84 297.84 6.39 

30 

1.53 

30 

1.70E-09 1.70E-09 1.70E-05 

297.84 299.84 6.39 

30 

1.56 

30 

1.71E-09 1.71E-09 1.71E-05 

299.84 301.84 6.42 

30 

1.59 

28 

30 

1.59E-09 1. 71 E-09 1. 71 E-09 1. 71 E-05 

301.84 303.84 6.44 

30 

1.58 

30 

1. 70E-09 1. 70E-09 1. 70E-05 

303.84 305.84 6.44 

30 

1.61 

30 

1.71E-09 1.71E-09 1.71E-05 

305.84 307.84 6.45 

30 

1.63 

185 

30 

1.05E-08 1. 71 E-09 1. 71 E-09 1. 71 E-05 

307.84 309.84 6.47 

30 

1.65 

30 

1.71E-09 1.71E-09 1.71E-05 

309.84 311 .84 6.47 

30 

1.67 

30 

1.72E-09 1.72E-09 1.72E-05 

311.84 313.84 6.49 

30 

1.64 

30 

1. 70E-09 1. 70E-09 1. 70E-05 

313.84 315.84 6.50 

30 

1.66 

30 

1. 70E-09 1. 70E-09 1. 70E-05 

403.84 405.84 6.95 

30 

2.35 

30 

1. 79E-09 1. 79E-09 1. 79E-05 

405.84 407.84 7.05 

30 

2.32 

30 

1.74E-09 1.74E-09 1.74E-05 

407.84 409.84 7.08 

30 

2.23 

100 

30 

5.66E-09 1. 70E-09 1. 70E-09 1. 70E-05 

409.84 411.84 6.97 

30 

2.35 

30 

1. 78E-09 1. 78E-09 1. 78E-05

,---···---------·-· - 


QO 

Q1 

Fresh 

Fresh 

Depth Depth 

lower 

lower Section Tlow Tlow TUpp 

water FlowO water Flow1 

sec up sec low 

Limit 

Limit head T (m 2 /s) LimitP LimitT LimitT 

headO (ml/h) 

head1 (ml/h) 

(m) (m) Pract Pract (masl) (m 2 /s) (m 2 /s) (m 2 /s) 

(masl) 

(masl) 

(ml/h) 

(ml/h) 

411 .84 413.84 7.05 30 2.43 30 1. 78E-09 1. 78E-09 1. 78E-05 

413.84 415.84 7.14 30 2.31 50 30 2.84E-09 1. 71 E-09 1. 71 E-09 1. 71 E-05 

415.84 417.84 7.05 30 2.33 30 1. 75E-09 1. 75E-09 1. 75E-05 

417.84 419.84 7.01 30 2.45 30 1.81 E-09 1.81 E-09 1.81 E-05 

419.84 421.84 7.10 30 2.40 30 1. 75E-09 1. 75E-09 1. 75E-05 

* Flow1 was over limit of the flow rate(> 300 000 ml/h)

Appendix 3.5 



+ Fracture head (drawdown 0/5 m) + Transmissivity of fracture (drawdown 0/5 m) 

o Fracture head (drawdown 0/10 m) o Transmissivity of fracture (drawdown 0/10 m) 

0 

50 

100 

150 

Head in the borehole without pumping, 2003-10-01 - 2003-10-02 

Head in the borehole with pumping, drawdown 5 m, 2003-10-07-2003-10-08 

Head in the borehole with pumping, drawdown 10 m, 2003-10-08-2003-10-10 

- --------- - 

- ---------- 

- ---------- 

- --- ~ ------ 

- ---- 

- ---- 

- ---- 

- ---- 

---- t- ---- 

- ____ _ l ___ _ 

- ----- -t---- 

- ---------- 

- ---------- 

- ------t --- 

- ---------- 

- ---------- 

-. -- 

- _,_- 

----- ~,~-- 

----- ~ ,~ - 

_____ j -- 

----- -4 -- 

4 

------·-- 

------ \--- 

------{ -- 

---- ___ , _- 

~ 200 --+-=:-:+:-:-+~ ~---1-H~ -~ ~-+----+---+-----1!-1--1-+---+-: --+~ ~-;----1:hr) ...-ll--: +~~~ 

~ - ------- -------- ~ -- 

250 

300 

350 

400 

450 

- ------- 

- ------- 

- ------- 

- ------- 

- --- -----t - 

- --------- - 

- ---------- 

- ---------- 

- ---------- 

- -------- -- 

- ---------- 

- ---------- 

- --------- 1- -- 

- - - - - - - - - - _( - - 

- ---------- -- 

- ---------- -- 

-- ~- 

~ 

1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 

- -.. dl - -- - 4a. 

~ 

- - ofG e-- -- 

- -ofO 

----- 

-- 'IC ~--- 

:::cl r:: :4!~ :: ~ :::: :::: 

---- ---- ---~ D_ ___ ~,.,.~- 01 ---- 

----Pf - ~~ ~ - ~ - --a.- -~ - - Gfo- - - 

~ ~ 

---- ~ -- --- ~ ---- ---- ---- 

---- ---- ---- - ~ - ---- ---- 

~ ~ ~~·~~~~ ~ ~ ~ ~ ·~ ~ ~~ ~E· ~~~ ~ 

---- ~ -- ~ ---- 

I 111111 11111111 11111111 I 1111111 I 1111111 I 1111111 

-6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 "\:> ~OJ ~CO ~ ~((:) ~ 

,.



Fresh water head1 (masl) = Fresh water head in the borehole without pumping (meter above sea level) 

Flow1(ml/h) =Flow from the fracture to the borehole without pumping , 2003-10-01 - 2003-10-02 

Q1 lower Limit Pract (ml/h) = Practical lower limit of measurable flow1 (ml/h) 

Fresh water head2 (masl) = Fresh water head in the borehole with pumping (meter above sea level), drawdown 5 m 

Flow2(ml/h) =Flow from the fracture to the borehole with pumping, 2003-10-07 - 2003-10-08 


Fresh water head3 (masl) =Fresh water head in the borehole with pumping (meter above sea level), drawdown 10 m 



Fresh water head4 (masl) = Fresh water head in the borehole during hydraulic crosshole interference test (meter above sea level) 



Fresh water headS (masl) = Fresh water head in the borehole during hydraulic crosshole interference test (meter above sea level) 

Flow5(mllh) = Flow during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-06-01 - 2004-06-02 

Q5 lower Limit Pract (ml/h) = Practical lower limit of measurable flowS (ml/h} 

Flow6(mllh) =Flow from the fracture to the borehole with pumping , 2000-10-19 - 2000-10-27. Fresh water head was not measured . 


Transmissivity1 -2 (m 2 /s) = Calculated transmissivity of the fracture (between fwh 1 and fwh2) 

Fracture head1 -2 (masl) =Calculated fresh water head in the fracture (between fwh1 and fwh2) 

Transmissivity1 -3 (m 2 /s) = Calculated transmissivity of the fracture (between fwh 1 and fwh3) 


Fresh 

Depth of water Flow1 

fracture head1 (ml/h) 

(m) (masl) 

42 .2 

44.4 

46.9 

48.8 

52.4 

59.5 

60.9 

74.7 

91 .7 

109.9 

110.8 

123.7 

172.3 

172.7 

202.4 

5.31 

5.41 

5.34 

5.26 

5.4 

5.36 

5.42 

5.52 

5.49 

5.69 

5.69 

5.77 

5.92 

5.91 

5.92 

13 

500 

660 

50 

10 

17 

-16 

-43 

-40 

1 Q1 Fresh 

1 Q2 Fresh Ql Fresh 

n\AIAr -· - ower . • -· - 1 

water F1ow"' water Flow3 

ower t Fl 4 

: ·-::":' Limit ...._..._~:;. : ·-:::: Limit wa er ow 

head2 _.. ,(mllh\ 

......., Pract :· head3 ..:::: ,(ml/h) 

......., 

Pract head 4 (ml/h) 

(ma"' ·~·, ' (ml/h) (masl) ,..... ~., (ml/h) (masl) 

0.24 170 40 -4.41 330 150 5.76 

0 0.25 70 40 -4.41 235 150 5.78 

30 0.27 4550 40 -4.36 8800 150 5.8 730 

0.28 6000 40 -4.4 10500 

150 5.81 880 

0.36 600 40 -4.3 1100 

150 5.87 

0.5 75 40 -4.32 210 150 5.91 

0.46 330 40 -4.27 670 150 5.97 

0.49 180 40 -4.2 370 150 6.03 

0.65 65 40 -4.09 195 150 6.08 

0.7 465 41 40 -3.98 850 150 6.06 

0.7 s: 520 40 -3.95 985 150 6.07 

0.91 80 40 -3.85 240 150 6.19 

1.08 78 40 -3.56 250 150 6.32 

1.08 290 40 -3.57 610 150 6.32 

1.28 280 40 -3.38 770 150 6.5 


Q 4 Fresh QS Q& 

l~w~r water FlowS l~w~r Flow6 10 :-"'~r Transmis Fracture Transmis Fracture C 

L1m1t headS (ml/h) L1m1t (ml/h) L1m1t sivil):1-2 head1-2 sivil):1-3 head1 -3 m:~ 

Pract Pract Pract (m /s) (masl) (m /s) (masl) 

(ml/h) (masl) (ml/h) (ml/h) 

150 5.48 - 50 415 120 8.51 E-09 5.73 8.96E-09 5.71 

150 5.53 - 50 100 120 3.73E-09 

6.57E-09 

150 5.59 540 50 8200 120 2.19E-07 5.97 2.35E-07 5.92 

150 5.56 720 50 8900 120 2.95E-07 5.88 2.80E-07 5.91 

150 5.51 - 50 1730 120 3.00E-08 5.86 2.97E-08 5.86 

150 5.49 - 50 170 120 4.24E-09 

5.96E-09 

150 5.53 - 50 800 120 1.77E-08 5.58 1.87E-08 5.57 

150 5.55 - 50 230 120 9.83E-09 

1.05E-08 

150 5.7 50 70 120 3.69E-09 

5.59E-09 

150 5.73 50 820 120 2.56E-08 

2.42E-08 

150 5.71 50 1500 120 2.77E-08 5.86 2.76E-08 5.86 

150 5.85 - 50 110 120 4.52E-09 

6.85E-09 

150 6.04 - 50 165 120 5.34E-09 5.10 7.71E-09 5.35 

150 6.06 - 50 800 120 1.89E-08 5.29 1.89E-08 5.29 

150 6.12 - 70 850 120 1.89E-08 5.34 2.39E-08 5.46


Fresh Q 1 Fresh Q 2 Fresh QJ Fresh Q 4 Fresh QS QS . . 

Depth of water Flow1 l~w~r water Flow2 l~w~r water Flow3 l~w~r water Flow4 l~w~r water FlowS l~w~r Flow6 l~w~r T~a~smls Fracture T~a~smls Fracture Corn 

fracture head 1 (ml/h) L1m1t head 2 (ml/h) L1m1t headJ (ml/h) L1m1t head 4 (ml/h) L1m1t headS (ml/h) L1m1t (ml/h) L1m1t s1V17,1-2 head1-2 SIVI7,1-3 head1-3 ments 

(m) (masl) Pract ( I) Pract (masl) Pract (ma I) Pract (masl) Pract Pract (m /s) (masl) (m /s) (masl) 

(ml/h) mas (ml/h) (ml/h) s (ml/h) (ml/h) (ml/h) 

205.6 5.96 -32 30 1.3 175 40 -3.38 420 150 6.56 - 150 6.21 - 70 320 120 

206.6 5.98 - 30 1.3 200 40 -3.37 380 150 6.58 - 150 6.28 - 70 290 120 

212.1 6.02 -85 30 1.35 960 40 -3.33 2200 150 6.54 - 150 6.18 - 70 3600 120 

212.5 6.02 - 30 1.35 200 40 -3.34 400 150 6.54 - 150 6.18 - 70 460 120 

214 6.03 - 30 1.36 - 40 -3.31 200 150 6.5 - 150 6.18 - 70 60 120 

1.22E-08 

1.17E-08 

6.15E-08 

1.18E-08 

215.8 6.04 -1000 30 1.38 12700 40 -3.32 29200 150 6.48 - 150 6.19 - 70 45000 120 8.08E-07 

219.2 6.05 -120 30 1.38 1750 40 -3.31 3880 150 6.49 - 150 6.18 - 70 5100 120 1.10E-07 

223.4 6.08 -650 30 1.41 16800 40 -3.3 34600 150 6.53 - 150 6.2 - 70 50000 120 1.03E-06 

225.5 6.09 -1100 30 1.44 40000 40 -3.28 93400 150 6.56 - 150 6.24 - 70 117000 120 2.43E-06 

227.5 6.11 - 30 1.4 1300 40 -3.29 3240 150 6.59 -5770 150 6.36 -4800 70 6000 120 7.58E-08 

227.9 6.11 -8000 30 1.42 15000 40 -3.31 38500 150 6.61 - 150 6.37 - 70 44500 120 1.35E-06 

228.4 6.11 -9500 30 1.49 132000 40 -3.25 200000 150 6.62 -8000 150 6.36 -6500 70 300000 120 8.41 E-06 

234.3 6.16 30 30 1.5 1350 40 -3.23 1900 80 6.67 - 50 6.26 - 70 1150 120 7.78E-08 

239.8 6.2 9654 30 1.53 350000 40 -3.21 530000 80 6.57 9050 50 6.31 7580 70 600000 120 2.00E-05 

241 .6 6.21 210 30 1.54 7900 40 -3.23 14300 30 6.62 260 50 6.4 280 70 26000 120 4.52E-07 

242 .2 6.22 - 30 1.52 27 40 -3.22 36 30 6.62 - 50 6.43 - 70 35 120 1.58E-09 

243.8 6.22 - 30 1.53 85 40 -3.22 200 30 6.65 - 50 6.41 - 70 110 120 4.98E-09 

245.1 6.22 - 30 1.54 590 40 -3.22 1050 30 6.66 - 50 6.36 - 70 900 120 3.46E-08 

246.5 6.23 - 30 1.53 180 40 -3.21 325 30 6.67 - 50 6.34 - 70 130 120 1.05E-08 

247 6.23 - 30 1.53 620 40 -3.2 1150 30 6.68 - 50 6.32 - 70 1160 120 3.62E-08 

249.1 6.25 700 30 1.53 42500 40 -3.19 77700 30 6. 7 675 50 6.29 610 70 170000 120 2.43E-06 6.33 

251.4 6.25 - 30 1.51 620 40 -3.21 1230 30 6. 72 - 50 6.28 - 70 1650 120 3.59E-08 

254.2 6.26 -210 30 1.5 28000 40 -3.19 52000 30 6.79 -510 50 6.33 -630 70 120000 120 1.63E-06 6.22 

262.2 6.32 -25 30 1.51 1280 40 -3.16 2400 30 6. 72 - 50 6.38 - 70 2900 120 7.45E-08 6.23 

263.6 6.32 - 30 1.51 38 40 -3.15 80 30 6. 7 - 50 6.37 - 70 70 120 2.17E-09 

272.8 6.34 - 30 1.48 5600 40 -3.13 12300 30 6. 75 - 50 6.41 - 70 19000 120 3.17E-07 

274.4 6.35 - 30 1.5 110 40 -3.12 265 30 6. 75 - 50 6.46 - 70 320 120 6.23E-09 

276.7 6.35 - 30 1.5 70 40 -3.12 155 30 6.76 - 50 6.53 - 70 140 120 3.97E-09 

279.1 6.37 - 30 1.52 3670 40 -3.1 9100 30 6. 76 - 50 6.46 - 70 16000 120 2.08E-07 

279.7 6.39 - 30 1.53 250 40 -3.1 550 30 6. 76 - 50 6.44 - 70 600 120 1.41 E-08 

280.8 6.39 700 30 1.55 75700 30 -3.09 160500 30 6.76 350 50 6.44 720 70 245000 120 4.26E-06 6.44 

283.1 6.39 - 30 1.55 17 30 -3.08 45 30 6. 76 - 50 6.4 - 70 - 120 9.65E-1 0 

285.1 6.38 45 30 1.55 2090 30 -3.07 3780 30 6. 77 - 50 6.38 - 70 8350 120 1.16E-07 6.49 

286.3 6.39 915 30 1.55 178000 30 -3.07 325000 30 6.77 -2180 50 6.38 -1320 70 400000 120 1.01E-05 6.42 

287.8 6.4 45 30 1.56 4870 30 -3.06 12100 30 6.78 - 50 6.39 - 70 19000 120 2.74E-07 6.45 

301 .1 6.42 - 30 1.63 25 30 -2.98 60 30 6.89 - 50 6.49 - 70 55 120 1.43E-09 

305.9 6.44 - 30 1.65 135 30 -2.97 300 30 6.91 - 50 6.45 - 70 200 120 7.74E-09 

409.4 7.08 - 30 2.46 21 30 -2.31 60 30 7.47 - 1000 7.02 - 200 100 120 1.25E-09 

410 7.03 - 30 2.5 73 30 -2.3 180 30 7.47 - 1000 7.05 - 200 60 120 4.43E-09 

414.8 7.14 - 30 2.52 48 30 -2.29 105 30 7.53 - 1000 7.07 - 200 80 120 2.85E-09 

* Uncertain fracture. The flow rate is less than 30 mllh or the flow anomalies are overlapping or they are unclear because of noise. 

**Flow 2 and I or Flow 3 and /or Flow 6over limit of the flow rate (>300 000 ml/h) 

5.24 

5.64 

5.70 

5.75 

5.91 

5.97 

4.48 

5.80 

6.27 

6.33 

6.34 

1.33E-08 

1.12E-08 

6.71E-08 

1.17E-08 

5.88E-09 

8.86E-07 

1.17E-07 

1.03E-06 

2.77E-06 

9.47E-08 

1.36E-06 

6.15E-06 

5.47E-08 

1.52E-05 

4.10E-07 

1.05E-09 

5.82E-09 

3.06E-08 

9.46E-09 

3.35E-08 

2.24E-06 

3.57E-08 

1.52E-06 

7.03E-08 

2.32E-09 

3.57E-07 

7.69E-09 

4.50E-09 

2.64E-07 

1.59E-08 

4.63E-06 

1.31 E-09 

1.09E-07 

9.41 E-06 

3.50E-07 

1.75E-09 

8.76E-09 

1.76E-09 

5.30E-09 

3.06E-09 

5.30 

5.67 

5.73 

5.77 

5.91 

5.98 

4.49 

5.69 

6.31 

6.37 

6.35 

6.34 

6.22 

6.22 

6.43 

6.49 

6.42 

6.44

Appendix 3.7 






Head(masl)= (Absolute pressure (Pa)- Airpressure (Pa) +Offset) /(1000 kg/m 3 * 9.80665 m/s 2 ) +Elevation (m) 


Without pumping (measured with fresh water filled tube), 2000-09-26- 2000-10-06 

With pumping (measured with fresh water filled tube), 2000-09-26-2000-10-06 

Without pumping (downwards during borehole EC), 2003-09-30 

Without pumping (upwards during borehole EC), 2003-09-30 - 2003-10-01 

• Without pumping (upwards during flow logging), (L=2 m, dl=0.5 m), 2003-10-01 -2003-10-02 

• With pumping (upwards during flow logging), (drawdown 5 m, L=2 m, dl=0.5 m), 2003-10-02-2003-10-03 

With pumping (upwards during flow logging), (drawdown 5 m, L=0.5 m, dl=0.1 m), 2003-10-07-2003-10-08 

With pumping (upwards during fracture EC), (drawdown 10 m), 2003-10-08-2003-10-10 

• With pumping (downwards during borehole EC), (drawdown 10 m), 2003-10-13 

With pumping (upwards during borehole EC), (drawdown 10 m), 2003-10-13-2003-10-14 



-12 -10 -8 -6 -4 -2 0 2 4 6 8 


10

Appendix 3.8 

103 

......... 

ro 

c.. 102 

~ 

~ 101 

::J 

C/) 

C/) 

100 

 

L- 

a. 

L- 

~ 

......... 

(j) 

ro 

.s 

99 

98 

6 

5 

4 

3 

2 

m 1 

> 0 

~ 

L- -1 

2 -2 

~ -3 

-4 

-5 

-6 

35 

c 30 

.E 

25 

-...J .._ 

~ 

ro 

20 

L- 

C) 15 

c: 

·a. 

E 10 

::J 

c.. 5 

0 



Without pumping (downwards during borehole EC), 2003-09-30 

Without pumping (upwards during borehole EC), 2003-09-30-2003-10-01 

Without pumping (upwards during flow logging), (L=2 m, dl=0.5 m), 2003-10-01-2003-10-02 

With pumping (upwards during flow logging), (drawdown 5 m, L=2 m, dl=0.5 m), 2003-10-02-2003-10-03 

• With pumping (upwards during flow logging), (drawdown 5 m, L=0.5 m, dl=0.1 m), 2003-10-07- 2003-10-08 


With pumping (downwards during borehole EC), (drawdown 10 m), 2003-10-13 

With pumping (upwards during borehole EC), (drawdown 10 m), 2003-10-13-2003-10-14 



~\:) 

t,; 

~ 

pfflj 

~ 

R> 

\:fc::J 

\:fc::J 

\:) \:) b( 

r:f r:f r:f 

~\:) 

~\:) 

~\:) 

~'), ~({} :V' (\, ~ 

~\:) ~~ 

r:f\:5 

" " " 

r:f" b(c::J b(\:5 b(\:5 

t,; 

t,; 

t,; 

Date /Time 

~\:) ~c::J 

t,; t,; 

~c;j ~~ 

t,; t,; 

t,; 

~c;j 

~ 

roc::J 

btcs

Appendix 3.9 



Without pumping (without lower rubber disks, downwards) 2003-09-30 

Without pumping (without lower rubber disks, upwards) 2003-09-30 - 2003-10-01 

Without pumping (upwards during flow logging), (L=2 m, dl=0.5 m), 2003-10-01-2003-10-02 

• With pumping (upwards during flow logging), (drawdown 5 m, L=2 m, dl=0.5 m), 2003-10-02-2003-10-03 

• With pumping (upwards during flow logging), (drawdown 5 m, L=0.5 m, dl=0.1 m), 2003-10-07-2003-10-08 


With pumping (without lower rubber disks, downwards, drawdown 10 m), 2003-10-13 

With pumping (without lower rubber disks, upwards, drawdown 10 m), 2003-10-13-2003-10-14 



0 

50 

100 

150 

200 

250 

= = = =1= = ::::J ::::J C I 

====I== =1 = =1 = i= + + 

Cl) ====I== =:1 = =:1 = t::: =t ::t 

-300 

_§, 

= 

Q. 

350 

0 

400 

450 

500 

550 

600 

650 

700 

0.1 1 10 


---------------------------------- -- 

Appendix 3.1 0 



Without pumping (without lower rubber disks, downwards) 2003-09-30 

Without pumping (without lower rubber disks, upwards) 2003-09-30-2003-10-01 

Without pumping (upwards during flow logging), (L=2 m, dl=0.5 m), 2003-10-01 -2003-10-02 

With pumping (upwards during flow logging), (drawdown 5 m, L=2 m, dl=0.5 m), 2003-10-02-2003-10-03 

• With pumping (upwards during flow logging), (drawdown 5 m, L=0.5 m, dl=0.1 m), 2003-10-07-2003-10-08 

0 

50 

100 

150 

200 

250 

-300 

E 

- :5 

Cl. 350 

Q.) 

0 

400 

450 

500 

550 

600 

650 

700 


With pumping (without lower rubber disks, downwards, drawdown 10 m), 2003-10-13 

With pumping (without lower rubber disks, upwards, drawdown 10 m), 2003-10-13-2003-10-14 



5 6 7 8 9 10 11 12 13 14 

Temperature (°C)




2003-1 0-08 - 2003-1 0-1 0 

0.80 

_-_-_ -_ -_ -_-_-_-_-_-_ -_ -_ ~L-_-_-_-_-_ -_ -_-_-_-_-_-_ +-_-_-_-_-_ ..._- _-_ -_-_-_-_ ... .~.~_-+_ :_ ~~? ~6_4_ ITI __ 

I 

- ------------ ,------------ ---------- ~---- -------- 

- ------------1------------- 

0.70 

- ____________ !._ ___________ _ 

I 

------------ ~--- ----- 

• 2R5.74 .,. 286.14 m 

- ____________ L ___________ _ ____________ _!_ ___________ _ 

- --------,------------ ---------- 

- 

-~-..........---------r-------,... 

~ -.... 

I 

-.-2s4:o4 rr.-- 

~ - - - - - - -- - 1-- - --- --- - --- ------------.l------------- 

I 

I 

--------,------------ 

1 

I 

-(.) 

0 

LO 

N 

- -.E 

Cl) 

- ~ 

0.60 

0.50 

- ____ _______ _ !__ _____ ______ _ 

I 

- - - - - - - - - - - - l - - : -278.84 -m - 

I 

T 

·::;; 

+=i 

(.) 

::s 

"'0 

c 

0 

(.) 

(.) 

"i::: 

..... 

(.) 

Q) 

w 

0.40 

0.30 

0.20 

- 

I'-. 

- -~ - - - - - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - I 

- ------------r------------ 

1 - \ - - -;_- 215~54 rll- - 

~.w.,-.,.~"'!1'1~~"'--.~~~ • -.. ~ - .::...: ~~·.:..~;~ -46.73 -m-- 

- :. i.----- ~ ~ ---- ~-- ---------- ------------ ~ ------------ 

_ • ~ I I 

- ;.:----------I------ -- ---- ------------ T ------------ 

"• 

I 

, 

\ 

. 

- - - ";: .. - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - 

_ ~ I I 

~... I 

- --- ~ ---- ---r------------ - -----------r------------- 

;rY. • I 

- ---- - "'~-... ----- L-------- ________________ l ___________ _ 

• •,'\. 

I 

- - - - - - - _·~;.~~~~:.~~:~: ~ :. - .. - - - -. ~ - - - - - - - - - - - - - - ~ - - - - - - - - - - - - 

+ .

~---------------------------------------------------------------------- --- --- ·-- - - 




2003-10-10- 2003-10-13 

1.10 

_ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I _ _ _ _ _ _ _ _ 

I 

- - - I- - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - I - - - - - - - - 

r - - - - - - - - - - - - - - - - -1 - - - - - - - - 

- - - - - - - - L - - - - - - - - - - - - - - - - _ I - - - - - - - - 

1.00 

- - - - - - - - 1- - - - - - - - 

I 

414. 3 m 

-- - -- - -_ I _ --- -- - - 

-() 

0 

L{) 

N ...._.. 

-.E 

...._.. 

(J) 

~ 

"> 

+=i 

(.) 

::::::s 

'"C 

c 

0 

(.) 

(.) 

..... 

"i:: 

(.) 

Q) 

w 

0.90 

0.80 

_ _ _ - - - - - L - - - - _ - - - _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ 

- - - _ I_-- --- -- - - - - - - - - L - - - - - - - - - - - - - - - - _I - - - - - - - - 

- - - - - - - - I - - - - - - - - - - - - - - - - -~ - - - - - - - - 

.... - - - - - - - - - - - - - - - - -1 - - - - - - - - 

- -- -- - 1- - - -- - -- 

- - - - - - - - r - - - - - - - - - - - - - - - - -~ - - - - - - - - 

I 

I 

_ _ _ _ I _ _ _ _ _ _ _ _ _ _ - - - - - - L - - - - - - - - - - - - - _ - - _I _ _ _ _ _ _ _ _ 

- - - - - - - - I - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - 1 - - - - - - - - 

- - - - - - - - 1- - - - - - - - 

0.70 

- - - - - - - - I - - - - - - - - - - - - - - - - - ~ - - - - - - - - 

- - - - - - - - 1- - - - - - - - - - - - - - - - l- - - - - - - - - - - - - - - - - -1- - - - - - - - 

I I I 

------- ------- -- --- ------------------------------- 

1 

I 

I 

r - - - - - - - - - - - - - - - - - - - - - - - - 

- - - - - - - - 1 - - - - - - - - - - - - - - - - -~ 

0.60 

0 100000 200000 300000 





----- With pumping during fracture-EC (L=0.5 m, dl=0.1 m), 1999-06-20- 1999-06-22 

----- With pumping (L=2 m, dl=0.5 m}, 2002-11-12-2002-11-13 

----- With pumping during fracture-EC (L=0.5 m, dl=0.1 m), 2002-11-13-2002-11-14 


----- During hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-04-27- 2004-04-29 


----- After hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-06-17-2004-06-22 

----- With pumping (L=2 m, dl=0.25 m}, 2004-06-22 - 2004-06-23 

20 

21 


22 

22.0 

23 

24 

25 

26 

27 

28 

-29 

E 

-= 

c. 

30 

Q) 

Cl 31 

32 

33 

34 

33.8 

35 

36 

37 

36.7 

38 

39 

40 

'\ 

'\O "oo "ooo "oooo "ooooo "oooooo 10 100 1000 10000 







----- With pumping (L=2 m, dl=0.5 m), 2002-11-12-2002-11-13 


----- Without pumping (L=2 m, dl=0.25 m), 2004-03-08- 2004-03-10 




----- With pumping (L=2 m, dl=0.25 m), 2004-06-22- 2004-06-23 


..- Fracture specific flow (into the bedrock) 

40 

41 

42 

43 

44 

45 

46 

47 

48 

-49 

E 

- £ 50 

a. 

(1) 

0 51 

52 

53 

54 

55 

56 

57 

58 

59 

60 







----- With pumping during fracture-EC (L=0.5 m, dl=0.1 m}, 1999-06-20- 1999-06-22 




----- During hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-04-27-2004-04-29 






60 

61 

62 

63 

64 

66 

67 

-69 

E 

- £ 70 

a. 

Q) 

0 71 

72 

73.8 

75 

76 

77 

78 

79 

80 

75.1 

75.8 

77.7 

79.9 

\ oo \ ooo \ oooo \ ooooo \oooooo 10 100 1000 10000 















80 

81 

82 

83 

84 

85 

86 

87 

88 

- 89 

E 

-.I::. 

+-" 

a. 

(]) 

0 

90 

91 

92 

93 

94 

95 

96 

97 

98 

99 

100 


10 100 1000 10000 


....------------------ - ------ --- - ·- -- - - - 

Appendix 4. 1.5 



----- With pumping during fracture-EC (L=0.5 m, dL=0.1 m), 1999-06-20-1999-06-22 

----- With pumping (L=2 m, dL=0.5 m), 2002-11-12-2002-11-13 


----- Without pumping (L=2 m, dL=0.25 m), 2004-03-08 - 2004-03-10 

----- During hydraulic crosshole interference test (L=2 m, dL=0.25 m), 2004-04-27- 2004-04-29 

----- During hydraulic crosshole interference test (L=2 m, dL=0.25 m), 2004-05-27- 2004-06-01 

----- After hydraulic crosshole interference test (L=2 m, dL=0.25 m), 2004-06-17-2004-06-22 

----- With pumping (L=2 m, dL=0.25 m), 2004-06-22- 2004-06-23 

A 



100 

101 

102 

103 

104 

105 

106 

107 

108 

109 

E 

- £ 110 

0.. 

Cl> 

0 111 

105.0 

-106.6 

106.8 r----t----1 

107.4 

109.8 

112 

113 

114 

115 

116 

113.8 

114.6 

115.9 

117 

118 

118.5 

119 

120 


10 100 1000 10000 


------------------------- - -- - - - - - 




----- With pumping during fracture-EC (L=O.S m, dl=0.1 m), 1999-06-20-1999-06-22 

----- With pumping (L=2 m, dl=O.S m), 2002-11-12-2002-11-13 









120 

121 

122 

.lll.i. 

122.4 

123 

124 

125 

126 

126.3 

127 

128 

- 129 

E 

-:5 130 

a. 

Q) 

0 131 

132 

133 

131 .6 

132.8 

134 

135 

135.4 

136 

137 

138 

139 

140 

..llll 

.llY... 

~ 


10 100 1000 10000 


Appendix 4.1. 7 





----- With pumping during fracture-EC (L=0.5 m, dl=0.1 m}, 2002-11-13-2002-11-14 


During hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-04-27- 2004-04-29 


After hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-06-17-2004-06-22 

With pumping (L=2 m, dl=0.25 m), 2004-06-22- 2004-06-23 



140 

141 

142 

143 

144 

145 

146 

147 

148 

E 149 

- £ 150 

c.. 

Q) 

0 151 

152 

153 

154 

155 

156 

157 

158 

159 

160 

-I- _ , _lo.o. _f - I- - 

-I- ----: 's - J-:.. ,__ - - 

-I- - -' - ,_ ..k- f- - 

-1- L- t- - 

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With pumping during fracture-EC (L=0.5 m, dl=0.1 m}, 2002-11-13 - 2002-11-14 




After hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-06-17- 2004-06-22 


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241 

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246 

247 

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----- With pumping during fracture-EC (L=0.5 m, dL=0.1 m), 1999-06-20- 1999-06-22 

----- With pumping (L=2 m, dL=0.5 m), 2002-11-12-2002-11-13 



----- During hydraulic crosshole interference test (L=2 m, dL=0.25 m), 2004-04-27-2004-04-29 

During hydraulic crosshole interference test (L=2 m, dL=0.25 m), 2004-05-27- 2004-06-01 



260 

261 

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263 

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267 

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----- With pumping during fracture-EC (L=0.5 m, dl=0.1 m), 1999-06-20 - 1999-06-22 










280 

281 

282 

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284 

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With pumping during fracture-EC (L=0.5 m, dl=0.1 m), 1999-06-20 - 1999-06-22 

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With pumping (L=2 m, dl=O.S m), 2002-11-12-2002-11-13 

With pumping during fracture-EC (L=O.S m, dl=0.1 m), 2002-11-13- 2002-11-14 






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547 

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I 1111111 I 1111111 I 111111 I 11 11111 I 1111111 



10 100 1000 10000 


I- 


580 

581 

582 

583 

584 

585 

586 

587 

588 

- 589 

E 

-~ 

590 

-c.. 

Q) 

0 591 

592 

593 

594 

595 

596 

597 

598 

599 

600 












• 

- - -- I- -- 

- - - ~ 1- -- 

- - - -- t- ,_ -- 

- - - - -- t- 1- -- 

- - t- I- -- 

- -- r- I- -- 

- - ___, 1- 1- -- 

~ 

- - - - - ---, -- 

- - '-- I- -- 

- - 1- -- 

- - - I- -- 

- --- ~ ~ t-- 1- -- 

I- -- r- 1- -- 

I- - - - - - I- -- 

I- -- --1 ,.-- 1- -- 

- I- - - - - r I- -- 

I- - - - - r I- -- 

I- -- -- '-- 1- -- 

I- - - - - >--- 1- -- 

- I- - - -- c-- 1- -- 

- I- - - -- - 1- -- 

-- '--- 1- -- 

- --- - ~ - I- -- 

- --- 

- --- - -, - I- -- 

- --- ,- r- I- -- 

- --- - _, 1- 1- -- 

- - - - - - t- I- -- 

- --- -- r- 1- -- 

--- - - -- I- -- 

--- -- I- 1- -- 

,.--- - I- - I- -- 

- :- - - = ~ I- - 1- -- 

'---- - ,- 

-' 1- -- 

'---- - - - - - - I- -- 

- --- -- -i- - 1- -- 

- --- - - - I- -- 

- --- -- - I- - - 

--- 1- -- 

r- - - I- -- 

- I- - - - _, - 1- - - 

I- - - ~ - I- - - 

I- - - . - 1- -- 

I- - ---; 

I- - - 

- I- - - - --; 

t 

--- 

I- - - - 1-- - --- 

I- - -- f= - --- 

I- - - - --- 

- I- - - -- t- - - - - 

I- - -- --- 

I- - --., - - - 

I- - -- --- 

- I- - - -- --- 

I- --- 

I- = ~ --- 

I- - - -, --- 

- I- - - -- --- 

I- - --- 

I- V= --- 

I- - --- 

- I- - - --- 

I- -- --- 

I- - -- - -- 

I- - _J --- 

- I- - - -- - - -- 

I- -- - -- 

I- - - - -- 

I- -- ~ ~ -- 

- I- - - - -- 

I- -- -- 

I- - - -- 

I- -- -- 

- I- -- - -- 

- I- -- - -- 

- I- - - - -- 

- I- -- - -- 

- I- - - - -- 

- I- -- - -- 

- I- - - - -- 

- I- - - - -- 

- I- - - - -- 

I 1111111 I 111111 I 1111111 I 1111111 I 1111111 I 111111 

"\ "\0 "\00 

"'0oo "'oooo oooo oooo 

"\() "\0() 10 100 1000 10000 



Appendix 4.2 



(L = 2.0 m, dl = 0.25 m) 

Fresh water head 0 in the borehole without pumping, 

1996-10-12- 1996-10-22 

+ Fracture head (fwh 1/2) 

Fresh water head 1 in the borehole without pumping, 

2004-03-08- 2003-03-10 


2004-06-22- 2004-06-23 


Calculated on the basis of EC, 1999-06-20 - 1999-06-22 

+ 

0 

 

Transmissivity of fracture 

(fwh 1/2) 


(fwh 0/6) 


(flow? and drawdown 6.5 m) 

0 

50 

100 

150 

200 

250 

- E 

-£ 300 

c. 

Q) 

0 

350 

400 

450 

500 

550 

600 

, 

- 

- 

- --- 

- --- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

=== t == 

- 

- 

- 

- 

- 

- 

- 

- 

- --- 

- --- 

- --- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- --- 

- --- 

- --- 

J-- 

--- --- - -1-- 

_t'""_-1" --- - - 

-- --- -~C -- 

- ~--- -- l- 

= =1, = = = - = ~~ = 

-- --- - - ~ - 

--- --- ~ - 

--- 

--j' 

--- 

___ --- 

___ --- 

--,- ---

-x --\ --- --~ l ·~- ~~ -- 

= -- = ~ = = \-=! = =-~ = = ~- - 

- - - - - - - - - - 4 ~- - - - - - 

- --~ 

~-- 

_,._ 

-'}- 

_1 __ _ 

-- --- 

-- --- 

-- -4~ -- 

--- ~- - 

--- - - 

-- -~.: - 

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 

2 3 4 5 6 7 8 9 


--+-c ---- 

- ~ - "-:..--ro ---- ---- 

- ~ - _·_ -19 ---- ---- 

= = = = + = ~~ = ~=( b = = ~~ = = = 

---- ---- ---- ---- ---- 

---- -c:~LQ __ ~- t


FILE INFORMATION: 








Depth (m)= Depth from reference depth to the fracture (m) 

FWH 0 (masl) = Fresh water head in the bore hole without pumping (meter above sea level), measured with fresh water filled tube, 1996-10-12 - 1996-10-22 

FWH 1 (masl) =Fresh water head in the borehole without pumping (meter above sea level), 2004-03-08-2004-03-10 



FWH 2 (masl) = Fresh water head in the borehole with pumping (meter above sea level), drawdown 10 m, 2004-06-22 - 2004-06-23 

Flow2(ml/h) = Flow from the fracture to the borehole with pumping, 2004-06-22- 2004-06-23 


FWH 3 (masl) = Fresh water head in the borehole without pumping (meter above sea level), during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-04-27 - 2004-04-29 

Flow3(ml/h) = Flow from the fracture to the borehole without pumping, during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-04-27 - 2004-04-29 


FWH 4 (masl) = Fresh water head in the borehole without pumping (meter above sea level), during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-05-27 - 2004-06-01 

Flow4(ml/h) = Flow from the fracture to the borehole without pumping, during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-05-27- 2004-06-01 


FWH 5 (masl) = Flow from the fracture to the borehole without pumping, after hydraulic crosshole interference test (borehole KR24 pumping was stopped), 2004-06-17- 2004-06-22 

Flow5(ml/h) = Flow from the fracture to the borehole without pumping , after hydraulic crosshole interference test (borehole KR24 pumping was stopped), 2004-06-17- 2004-06-22 

05 LLP (ml/h) =Practical lower limit of measurable flowS (ml/h) 

FWH 6 (masl) = Fresh water head in the borehole with pumping (meter above sea level), 1999-06-20 - 1999-06-22 



Flow?(ml/h) =Flow from the fracture to the borehole with pumping, 2002-11-12-2002-11-14. Fresh water head? was not measured. 

07 LLP (ml/h) = Practical lower limit of measurable flow? (ml/h) 


Fr head1-2 (masl) =Calculated fresh water head in the fracture (between fwh1 and fwh2) 

T 0-6 (m 2 /s) = Calculated transmissivity of the fracture (between fwhO and fwh6) 

T 7 (m 2 /s) = = Calculated transmissivity of the fracture (flow 7 and drawdown 6.5 m) 

Depth FWH 0 FWH 1 Flow1 

(m) (masl) (masl) (ml/h) 

22.00 5.52 6.31 2150 

33.80 5.53 6.15 

Q1 

LLP 

(~) 

150 

FWH 2 Flow2 Q2 FWH 3 Flow3 Q3 FWH 4 Flow4 Q4 FWH 5 FlowS Q5 FWH 6 Flow6 Q6 Flow7 Q7 

(masl) (ml/h) LLP (masl) (ml/h) LLP (masl) (ml/h) LLP (masl) (ml/h) LLP (masl) (ml/h) LLP (ml/h) LLP 

3.37 7000 30 5.50 3600 150 5.12 2400 30 5.98 1900 30 1 ~6 ~ 120 

3.56 40 30 5.48 - 150 5.03 - 30 5.98 - 30 1.68 55 120 

T 1-2 

(m 2 /s) 

4.53E-07 

4.24E-09 

Fr 1-2 

(masl) 

7.61 

T0-6 

(m 2 /s) 

8.01E-07 

3.92E-09 

T7 

(m 2 /s) ***


Depth FWH 0 FWH 1 Flow1 Q1 FWH 2 Flow2 Q2 FWH 3 Flow3 Q3 FWH 4 Flow4 Q4 FWH 5 FlowS Q5 FWH 6 FlowS Q6 Flow7 Q7 T 1-2 

(m) (masl) (masl) (ml/h) LLP (masl) {mllh) LLP {masl) (ml/h) LLP (masl) (ml/h) LLP (masl) (ml/h) LLP (masl) (ml/h) LLP (ml/h) LLP (m2/s) 

43.60 5.53 6.27 - (~) 3.60 390 30 5.46 220 150 5.08 65 30 5.99 28 30 1~9 ~ 120 - - 4.01E-08 

48.80 5.54 6.16 - 150 3.60 200 30 5.44 - 150 5.11 - 30 6.00 - 30 1.70 170 120 - - 2.15E-08 

49.80 5.54 6.22 - 150 3.60 30 30 5.47 - 150 5.15 - 30 6.06 - 30 1.70 50 120 - - 3.15E-09 

59.60 5.54 6.31 - 150 3.54 485 30 5.52 - 150 5.12 - 30 5.89 - 30 1.71 910 120 - - 4.81E-08 

73.80 5.56 6.32 - 150 3.60 390 30 5.62 - 150 5.04 - 40 5.95 - 30 1.73 750 120 - - 3.94E-08 

75.10 5.56 6.32 - 150 3.57 160 30 5.60 - 150 5.06 - 40 5.88 - 30 1.73 840 120 - - 1.60E-08 

75.80 5.56 6.32 - 150 3.56 170 30 5.57 - 150 5.07 - 40 5.84 - 30 1.73 1050 120 - - 1.69E-08 

77.70 5.56 6.32 - 150 3.51 4700 30 5.44 150 150 5.10 80 40 5.93 30 30 1.73 13000 120 - - 4.60E-07 

79.90 5.56 6.36 - 150 3.58 1200 30 5.45 - 150 5.23 - 40 6.04 - 30 1.73 1070 120 - - 1.19E-07 

80.30 5.56 6.36 - 150 3.59 - 30 5.45 - 150 5.24 - 40 6.05 - 30 1. 73 780 120 

80.70 5.56 6.35 - 150 3.78 - 30 5.45 - 150 5.25 - 40 6.06 - 30 1.73 800 120 

Fr 1-2 

(masl) 

T 0-6 T 7 

(m 2 /s) (m 2 /s) ••• 

5.72E-08 

1.22E-08 

3.58E-09 

6.53E-08 

5.38E-08 

6.03E-08 

7.53E-08 

9.33E-07 

7.68E-08 

5.60E-08 

5.74E-08 

81.50 5.56 6.36 -350 150 4.04 70800 30 5.46 -1500 150 5.27 -1030 40 6.08 -300 30 1.74 19000 120 - 8.43E-06 6.35 1.37E-06 

81.80 5.56 6.36 - 150 3.97 - 30 5.46 - 150 5.27 - 40 6.10 - 30 1.74 21000 120 

1.51 E-06 

82.30 5.56 6.36 -950 150 3.63 136000 30 5.49 -2750 150 5.27 -1950 40 6.10 -1000 30 1.74 180000 120 

- 1.38E-05 6.34 1.29E-05 

105.00 5.58 6.37 - 250 3.76 790 30 5.58 - 250 5.19 - 40 6.10 - 30 1.80 740 120 

- 8.32E-08 - 5.38E-08 

106.00 5.58 6.37 - 250 3.76 460 30 5.59 -75 250 5.22 35 40 6.12 -25 30 1.80 3300 120 

- 4.84E-08 2.40E-07 

106.60 5.58 6.38 - 250 3. 75 650 30 5.60 - 250 5.24 - 40 6.13 - 30 1.80 1300 120 

- 6.79E-08 9.45E-08 

106.80 5.58 6.38 -830 250 3.75 47400 30 5.61 -850 250 5.24 40 40 6.13 -380 30 1.80 77000 120 

- 5.04E-06 6.33 5.60E-06 

107.40 5.58 6.39 - 250 3.75 19400 30 5.62 - 250 5.27 80 40 6.13 -200 30 1.81 60000 120 

- 2.02E-06 - 4.37E-06 

109.80 5.59 6.42 - 250 3.72 16500 30 5.64 - 250 5.26 - 40 6.01 - 30 1.81 20000 120 

- 1.68E-06 1.45E-06 

112.40 5.59 6.40 - 250 3. 70 350 30 5.68 - 250 5.28 - 40 5.88 - 30 1.82 490 120 

- 3.56E-08 3.57E-08 

113.80 5.59 6.34 - 250 3. 72 38500 30 5.69 - 250 5.28 - 40 5.97 150 30 1.82 90000 120 

- 4.04E-06 6.56E-06 

114.60 5.59 6.30 - 250 3.72 460 30 5.70 - 250 5.30 - 40 5.99 - 30 1.83 380 120 

- 4.90E-08 2.78E-08 

115.90 5.59 6.23 - 250 3.71 260 30 5.71 - 250 5.28 - 40 6.04 - 30 1.83 230 120 

- 2.83E-08 1.68E-08 

118.50 5.59 6.36 - 250 3.73 650 30 5.61 - 250 5.21 - 40 6.10 - 30 1.85 1100 120 

- 6.79E-08 8.08E-08 

121.40 5.60 6.46 - 250 3.84 1200 100 5.58 - 100 5.28 - 50 6.18 - 30 1.86 2000 120 

- 1.26E-07 1.47E-07 

122.40 5.60 6.47 - 250 3.84 8700 100 5.58 - 100 5.27 - 50 6.16 - 30 1.86 22000 120 

- 9.09E-07 1.62E-06 

126.30 5.60 6.29 - 250 3.85 6800 100 5.63 - 100 5.22 - 50 6.02 - 30 1.88 9500 120 

- 7.66E-07 7.02E-07 

131 .60 5.60 6.48 - 250 3.86 480 100 5.67 - 100 5.16 - 50 6.16 - 30 1.90 430 120 

- 5.03E-08 3.19E-08 

132.80 5.60 6.48 - 250 3.87 385 100 5.68 - 100 5.15 - 50 6.18 - 30 1.91 740 200 

- 4.05E-08 5.51E-08 

135.40 5.60 6.34 - 250 3.88 610 100 5.69 - 100 5.25 - 50 6.22 - 30 1.93 1150 200 

- 6.81 E-08 8.61E-08 

138.10 5.61 6.37 - 250 3.91 700 100 5. 73 - 100 5.25 - 50 6.23 - 30 1.94 700 200 

7.82E-08 5.24E-08 

138.80 5.61 6.43 - 250 3.92 1400 100 5.73 - 100 5.26 - 50 6.22 - 30 1.94 1000 200 

1.53E-07 7.49E-08 

139.50 5.61 6.46 - 250 3.94 1100 100 5. 71 - 100 5.24 - 50 6.22 - 30 1.95 840 200 

1.20E-07 6.31 E-08 

140.10 5.61 6.47 - 250 3.93 140 100 5.72 - 100 5.23 - 50 6.22 - 30 1.95 310 120 

1.51 E-08 2.33E-08 

142.70 5.61 6.47 - 250 - - - 5.74 - 400 - - - - - - 1.96 150 120 

1.13E-08 

148.80 5.62 - - - - - - 5.78 - 400 - - - - - - 2.00 35 120 

2.66E-09 

152.30 5.62 - - - - - - 5.84 - 400 - - - - - - 2.02 25 120 

1.91 E-09


Depth FWH 0 FWH 1 Flow1 Q1 LLP FWH 2 Flow2 Q2 FWH 3 Flow3 Q3 FWH 4 Flow4 Q4 FWH 5 FlowS Q5 FWH 6 Flow6 Q6 Flow? Q7 T 1-2 Fr 1-2 T 0-6 T 7 

(m) (masl) (masl) (ml/h) (ml/h) (masl) (ml/h) LLP (masl) (ml/h) LLP (masl) (ml/h) LLP (masl) (ml/h) LLP (masl) (ml/h) LLP (ml/h) LLP (m2/s) (masl) (m 2 /s) (m 2 /s) *** 

250.10 6.07 6.66 1500 200 4.65 7600 30 6.18 970 100 5.87 540 30 6.61 1250 30 2~~4 :AArub 120 - - 8.34E-07 7.15 2.33E-06 

255.00 6.07 

255.60 6.07 

256.80 6.07 

257.60 6.07 

258.80 6.07 

272.30 6.14 

273.90 6.14 

275.30 6.15 

285.10 6.24 

307.10 6.42 

308.10 6.43 

332.10 

338.10 

339.10 

348.70 

379.30 

416.60 

448.80 

453.00 

543.90 

548.50 

550.20 

555.20 

555.60 

558.00 

6.82 3150 200 

6.82 1450 200 

6.79 - 200 

6.72 - 200 

6.67 550 200 

6.85 445 200 

6.79 - 200 

6.93 - 200 

7.08 

7.16 

7.24 

7.51 

7.45 

7.54 

7.72 

170 

140 

-1000 

200 

200 

200 

100 

100 

100 

100 

8.57 - 100 

8.70 -90 100 

9.54 - 100 

9.72 -9100 100 

9.74 - 100 

9.88 - 100 

9.89 - 100 

9.97 - 100 

4.67 17000 30 6.23 

4.67 4500 30 6.24 

4.67 890 30 6.24 

4.67 - 30 6.26 

4.67 1300 30 6.26 

4.80 1300 30 6.36 

4.82 - 30 6.37 

4.82 450 30 6.38 

4.92 

5.11 

5.13 

5.40 

5.45 

5.46 

5.49 

7.22 

7.36 

8.91 

9.17 

9.09 

9.07 

9.08 

9.29 

440 

300 

700 

400 

500 

220 

2300 

30 

30 

30 

30 

30 

30 

30 

6.50 

6.70 

6.70 

6.97 

7.03 

7.03 

7.11 

1000 8.07 

800 1000 8.11 

200 9.13 

13300 200 9.19 

200 9.24 

600 9.34 

600 9.36 

600 9.41 

1100 100 5.95 

835 100 5.95 

100 5.97 

100 5.98 

100 5.98 

180 100 6.14 

100 6.16 

100 6.17 

30 

30 

25 

-550 

100 

50 

50 

30 

30 

30 

30 

6.25 

6.25 

6.27 

6.66 

6.66 

6.66 

6.72 

30 7.61 

-25 50 7.65 

100 8.68 

-4550 100 8. 76 

1000 8.78 

1000 8.89 

1000 8.89 

1000 8.95 

1100 30 6.66 2200 

460 30 6.66 1200 

30 6.66 

30 6.66 

70 30 6.66 220 

70 30 6.86 205 

30 6.87 

20 30 6.88 60 

20 

60 

25 

15 

30 

-540 

30 

30 

30 

30 

30 

30 

30 

6.97 

7.15 

7.16 

7.33 

7.36 

7.37 

7.46 

90 

65 

30 

20 

-820 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 8.27 

30 

-15 50 8.34 -50 50 

100 9.29 

100 

-2050 100 9.41 -1500 100 

1000 9.51 

1000 

1000 9.61 

1000 

1000 9.58 

1000 

1000 9.55 

1000 

2.57 40000 120 

2.57 9500 120 

2.58 15500 120 

2.59 200 120 

2.59 2200 120 

2.67 1250 120 

2.68 1600 120 

2.69 240 120 

2.74 

2.86 

2.87 

550 

600 

370 

120 

120 

120 

1.77E-06 7.31 3.14E-06 

- 3.90E-07 7.84 7.46E-07 

1.15E-07 1.22E-06 

1.58E-08 

1.03E-07 8.14 1.74E-07 

1.15E-07 7.92 9.90E-08 

1.27E-07 

- 2.73E-08 9.34 1.91E-08 

- 5.60E-08 

- 4.02E-08 

- 9.11 E-08 

550 200 2.99E-08 9.07 

750 200 4.95E-08 8.23 

260 200 2.91 E-08 

2600 200 4.07E-07 7.04 

420 100 

250 100 

270 100 

270 100 1.82E-07 8.56 

220 80 

99000 80 1.12E-05 9.50 

120 80 

1600 80 

1200 80 

1200 80 

4.32E-08 

4.63E-08 

2.86E-08 

2.32E-08 

3.17E-08 

1.10E-08 

1.10E-07 

1.78E-08 * 

1.06E-08 * 

1.14E-08 * 

1.14E-08 * 

9.30E-09 * 

4.18E-06 

5.07E-09 * 

6.76E-08 * 

5.07E-08 * 

5.07E-08 * 

560.00 

10.01 100 9.35 1750 600 9.45 

1000 9.00 

1000 9.58 

1000 

6000 80 7.30E-07 

2.54E-07 

*Uncertain 

** FWH 6 was calculated on the basis of measured borehole EC as described in report: Pollanen, J. 2001 . EC and water level were measured during flow logging. 

*** Freshwater head 7 was not measured. Transmissivity was calculated on the basis of drawdaown. Drawdown was set to be 6.5 m.






Fresh water head (masl) = Head- Corrections for water temperature and compressibility 

Head(masl)= (Absolute pressure (Pa)- Airpressure (Pa) +Offset) /(1 000 kg/m 3 * 9.80665 m/s 2 ) +Elevation (m) 


0 

• Without pumping (L=2 m, dl=0.25 m) , 2004-03-08-2004-03-10 




• With pumping (L=2 m, dl=0.25 m), 2004-06-22 - 2004-06-23 

-5 

50 

100 

150 

200 

250 

£ 300 

c. 

Q) 

0 

350 

400 

450 

500 

550 

600 

3 4 5 6 7 8 9 10 11 




Fresh water head measured with absolute pressure sensor 

Measured without lower rubber disks 





Before hydraulic crosshole interference test, downwards during borehole-EC, 2004-03-10 

• Before hydraulic crosshole interference test, upwards during borehole-EC, 2004-03-1 0 - 2004-03-11 

• After hydraulic crosshole interference test, downwards during borehole-EC, 2004-06-17 

• After hydraulic crosshole interference test, upwards during borehole-EC, 2004-06-17 

0 

50 

100 

150 

200 

250 

- 

E 

£ 300 

c. 

Q) 

Cl 

350 

400 

450 

500 

550 

600 

5 6 7 8 9 10 11 


Appendix 4.5 

105 

ro- 104 

a.. 

~ 

103 

-Q) 

s- 

::l 

102 

(/) 

(/) 

~ 

101 0.. 

s- 

2 

~ 

s- 

2 

~ 

1 

0 

-1 

-2 

-3 

25 

-c::: 

·e 20 

-.....J 

-Q) 

..... 15 

CO 

s- 

C) 

c::: 

0.. 

E 

::l 

a.. 

10 

5 

0 

11111 /Ill/ 11111 11111 11111 11111 11111 11111 11111 

11111 11111 11111 11111 11111 11111 11111 11111 11111 

111111 

~I I 

illlll 111111 Ill I 11111 111111 11 1111 111111 

11111- 11111 111111 111111 Ill I 11111 111111 11 1111 111111 

111111 11111 illlll 111111 Ill I 11111 111111 11 111 111111 

11111 11111 11111 III/I 11111 11111 //Ill 11111 11111 Ill/ Ill/ Ill/ Ill/ Ill/ /Ill Ill/ Ill/ Ill/ /Ill Ill/ Ill/ /Ill Ill/ Ill/ /Ill Ill/ Ill/ Ill/ /Ill 

11111 III/I 11111 11111 11111 11111 //Ill 11111 11111 /Ill Ill/ 11111111 Ill/ 1111 /Ill 1111 Ill/ Ill/ /Ill Ill/ Ill/ 11111111 Ill/ Ill/ Ill/ Il l/ Ill/ 

11111 11111 11111 11111 11111 11111 11111 11111 11111 Ill/ Ill/ Ill/ /Ill 111111111111 Ill/ 1111 1111111111111111 Ill/ 1111 Ill/ Ill/ /Ill /Ill /Ill 

11111 111 11 III/I 11111 11111 11111 //Ill 11111 11111 111111111111 1111 111111111111 111 111111111111111111111 Ill/ Ill/ 111 1111111 11 11 11 1111 

111111 11111 111111 111111 Ill I 111111 111111 Ill I 1 111111 

111111 11111 111111 111111 Ill I illl!ii.J lllll Ill I l lllll 

111111 11111 111111 111111 Ill I i1111 J ill~ ~ il ~ llll 

Date (Year-Month-Day)



Electric conductivity of borehole water during hydraulic crosshole interference test 

Measured without lower rubber disks, Borehole KR24 was pumped 

v Before pumping test downwards, 2004-03-10 

D. Before pumping test upwards, 2004-03-10- 2004-03-11 


,., Before pumping test upwards, 2004-06-17 

0 

50 

100 

150 

200 

- -- _l _ l_l_j ~L) lJ - - l_ _1_1 _l 1_1 u - - 

_!___ _j _j _l_l_l_l_l_ 

- -- -t -1-1--l ~ti - 

+ -1-1 -t H H - - +- -i -i +1---tl+ 

- - - - --- \(~ - - - - - - - - - - - - - - - 

- - - -+ -I-l-l I ,~ - 

+- -1-1-+ W W - - -1-- ---l ---l -f-1--1-1-f- 

- - - _j_ _l_l_j I l - - l_ _ l _l _j_ u u - - L _j _j l_l_l_ll_ 

- - - 

I -I-ll ---r -1-1 I n n - - I I I 11111 

t-~ 

- -- - - - - ~ --- --- - - - --- 

!• 

- -- -t -1- 1--l .:_ /\ {:, + -1-1---t H H 

- - 

+- -i --1 +1---tl+ 

- - - -+ -1-1---l -l--1~ 1z~ +- 

= lt:l = W W - - +- ---l ---l -f-1--1-1-+ 

- - - 

::I = I=I=:J IIIJ -~ I 0 0 - - - - - - - 

_ I ,_I _l 

- - I ::::J ::::J IIJII 

- -- I -I-ll 1111 - - I -I :-I I 11 n - - I I I 11111 

- -- -t -1- 1-1 t-lt-l - - 

+ - I .H-+ H H - - +- -1 --1 +1---tl+ 

- -- - - - - - - - - - - :-- - - - - - - - - - - - 

I I TIIIT 

- -- -+ -1-1~ -1-1-1-l - - -+-- -I ,...I --!- W w - - +--- ~ ~ -+-1----tl+- 

- -- I - 1- 111111 - - T -I 'Ill-Ill - -, 

- -- 

I - I-ll 1111 - - I -1- 11 11 n - - I I I 11111 

- r-- - - - - - - - - -- -- --- - - - - - - - - 

- r-- - -+ - 1-1-1 t-lt-l - -~ -1- ~'- :+ H H - - +- -1 ---1 +1-+1+ 

- r-- - - - - ---A- 7 t:. - - 

I I I I l11i IV I o 'k-7 I -"-A-I tl 

250 

I I I 11111 

V V 

- r- - - - 

- r-- - :::r =I=I::J :CIIJ - - I =1=1 :::r 0 [I ~I ::J ::::J II:JII 

- 

E 

- r- - 1 

I -I-ll llti - - I -1-11 Hit t- I I I 11111 

- r-- - - - - - - - - - - - - - - - - t- - - - - - - 

I I I I I I I I I I I I I I I I I I I I 

£ 300 I I I I I I I I I I I I I I 

a. 

(]) 

0 

350 

400 

450 

500 

550 

600 

- r- - 

- r- - _J_ 

- r- - 

- r- - 

:::r 

- r- - ~ 

- r- - -+ 

- r- - 

- r- - _J_ 

- r-- - 

__l 

- r-- - 

-t 

- r-- - - 

- r-- - -+ 

- -- _J_ 

- -- ::I 

- -- 

- -- 

-t 

- -- -+ 

- -- J: 

- -- 

- -- I 

- -- -t 

- -- - 

- -- -+ 

- r- - 

I 

I 

--- - - - - - - - - - t- - - - - - - 

-1-I_J LllJ - - 

J_ -1-1 _J_ u u - ·t- L _J _J J_IJI-1 

= I=I::::J :CIIJ - - I = l =l:::r 0 [I - t- I ::::J ::::J II:JII 

- - - c---- 

- 

I I - ~_!_I~ - - ~ _I I I I I I I 

--- - '---- _!___ ~ ~ ~~~~~ 

- 1- 1---i -1--1-H - - + - 1-1-+ H f-+ - t---1-- ---i ---1 +1-+1+ 

--- - - 

- 1-I_J LllJ I =1=1 J 0 [I - - - - - - 

~- 

- - - ~ L _J _J -11-11-1 

_l_l_j LllJ - - 

j_ _l _ l__l 1_1 u - c--- L _j _j j_l__li__L 

- I-l l t-lti - - -t -1-1 -t H M - ~t- I I t-1-tl-t 

- - - - - - - - - - - - - - ~- - - - - - 

-1-1---i -1--1-H - - + -1-1--1- H f-+ - .~ -1-- ---i ---1 +1-+1+ 

_I_I_J LllJ - - J_ _l_l _J_ u u - ~ L 

_J _J -liJI-1 

= I= I::::J IID - - I = 1= 1 ::I 0 0 - c-l ::::J :::J II:JII 

- - - c---- 

-1-1--l t-lt-i - - + -1-1 -t H M - e-t- -i ---j +1-tl-t 

-1-1---l -1--1-H - - + -1-1-+ H 1-+ - ~-I-- ---l ---l +I-l-l+ 

=I=I=:J LIIJ - - I =1=1 J: 0 0 - - - - ~I =:J ::::J IIJII 

- I-ll 11n - - T -1-11 n n - ~ I. .~ I TIIIT 

-1-1-1 t-lt-i - - + -1-1 -t H H - - +- -1 +1---tl+ 

- - - - - - - - - - - - - - - - - - - - 

-I-l-l -l--1-H - - 

+- -1-1-+ W W - - -l-- ---l -f-1-1-1-+ 

_1_1_1 1111 - - - 

T - 1- 11 1- 1 11 -, I TIIIT 

I I I I I I I I I I I I I I I I I I I I I I 

0.01 

0.1 1 10 

Electric conductivity (S/m , 25 °C)


Eurajoki, Olkiluoto, borehole KR8 



v Measured without pumping (downwards). 2002-11-07 

Measured without pumping (upwards). 2002-11-08 

v Measured with pumping (downwards). 2002-11-14 

~::,. Measured with pumping (upwards). 2002-11-14-2002-11-15 

0 

20 

40 

60 

80 

100 

120 

140 

160 

180 

200 

220 

240 

260 

-.......... 

E 280 

:6 300 

0. 

~ 320 

340 

360 

380 

400 

420 

440 

460 

480 

500 

520 

540 

560 

580 

600 

0.01 0.1 1 

Electric conductivity (S/m , 25 °C) 

10

Appendix 4.7 


Temperature of borehole water during hydraulic crosshole interference test 

Measured without lower rubber disks, Borehole KR24 was pumped 


IJ. Before pumping test upwards, 2004-03-10- 2004-03-11 

v After pumping test downwards, 2004-06-17 

L;. After pumping test upwards, 2004-06-17 

0 

50 

100 

150 

200 

- 

'E 

250 

:5 300 

a. 

Q) 

0 

350 

400 

450 

500 

550 

600 

6 7 8 9 10 11 12 13 

Temperature ( °C)


2.50 



2002-11-13- 2002-11-14 



I I I I I I I I I 

_ _I __ I _ l _ I_ _ I _ _ l _ I_ _ I _ .J _ .L ___ I _ .J _ l _ I __ I _ _ l _ I __ I _ _L _ l ___ I _ _[ _ L _ I _ _I _ 

- • - I - -I - J.. - L.... - I - - J.. - I- - I - .J - 1.. - - - I - ...J - L - 1- - 1 - - L - I- - 1 - .J. - l- - - - 1 - ..J. - l- - I- ...J - 

I I I I I I I I I I I I 

I 


- ' - ~ - -~ - I - ~- - - - - - 1- - - I - I - - - ~ - I - I - ~ - - ~ - - I - ~ - - ~ - I - I - - - ~ - I - ~- - ~ - -~ - 

I 

I 

2.00 

: I 

:.' 

~ . I 

f~ I I 

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I ·;;..• ... ~ I I 

I r :._.~{) : ~ •• I 

I I !: ~,..;J;:J.. I • • I I I I I • I I I I I I I I I I I I I I I 

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I I I I ~ ' ''•,• rf~,·~ ,'•~v~- trr...z.r:~~ , ~ .;.·~~.. ~~~~W. ::~"• ~ ~·} I I I I 

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~{~ 

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I 

I I I I I I I I I I I I I I 

- - ~ - I- T- I - ~- - T - I - ~ - I - r- - - ~ - I- I- 1- - 1 - 


- I - ~ - - 1 - I- I - - - ~ -I -I - ~ - - 1 - 

1.50 

I I I I I I I I I I I I I I I 


0 300 600 900 1200 1500 





2002-11-13 - 2002-11-14 



3.40 

I 

I 

I I I I I 

I 

I 

I I I 

I 

L L 1_ 1_1 

I I I I I 

- - 

I I I I I 

I I I I I 

I 1- I 

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I I I I I 

-t + 1- I-I- -1 -l -t + 1- -1-1-l -1 + 1- 1-1 - 1 -l 

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I I I I I 


I I I I I 


1 J. L L I _ _ I ...J 1 l. L - I I 

- 

_I J J. L 1_1_1_1 

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I I I I I 

I I I I I 




- - - - - - - 


I I I I I 

I I I I I 

- I 

- I 

- I l T 


l T I 1- I - - I I l T r 


+ 1-1--1-1- -l -t +I-I- - 1-1 -l .. + 

I I I I I 

J.LLI_I_...J1J.LI__I_I...J1l. 

I I I I I I It I I 


I I I I I 

I_I_I _IJ 

I I I I I 

I I I I I 

:-:-5-5-7 9 m 

I I I I I 

I I I I I 

I I I I I 

,-,-,-, l 

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I I I 

3.30 


I I I I 

I I I I I 

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+=i 

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3.20 

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1_1_1_1_1 .!.!...1_1_1 _ _1_!.!_!...1__ 1_1_! .!.!... 1_ 1_1_1_! 


I I I I I 

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I I I I I 

I I I I I 


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I I I I I 1- 1- 1-1 - 1 t I ,- , - I - - , I I I ,- -I -, I I I 

, - ~ - , -~I 

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I I I I I I I I I I I I I 

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T r r: ~- - 

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: - :-~~ 4 m 

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I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 

I I I I I 

I I I I I 

_! .!_ !_ I_ I __ I J ...!_ .!_ ~ - 1_1 _ I _! ..!_ 


1_1_1_1_1 

I I I I I 

.!_!_1_1_1 __ 1_!.!_!_1 __ ,_,~...!..!. 


11111 

I I I I I 

I I I I I 

I I I I I 

I I I I I 

I I I I I 



l T I ,- ,- -, I T T I -1-1-, l T ~~-~-,-, T ,,-,-,- -~ ~ T l1- - ,-11 TT 

::: 5 s.a:m 


I I I I I 

1-,-,-11 

• 1 I I I I I I I I I 

Trr-t-t-11'r-r-r--t-t'""1"'tt" ,-,-,-,; 

I I I I I 

I 

I 

3.10 

I 

I 

I I I 


I I I I I I I 

I I 

I 

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I I I I I I I I I I I 


I I 

L 1_ '-'-' 

I I 

J 1 L '- '- _t ..J 1 1 L _ t_t _ t J l 

I I I I I 

I_'-'-'-' 

! L I_ I_ I _ ..J J 1 L t_ _ t _ I J l l 

1_ 1_ 1 _1 J 




--------------- 


--------------- 

I I I I I 

I I I I I 

I I I I I 

I I I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I 

I I I I I 

I I I I I 

I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 

rr1_1_1 -rTrr~--,..,,rr-~-~-~•• r1-1-11 Trr~-~- -,-rrr ~-- ~-~•Tr ~ - ~ - ~-,.., 



~ + t- t- 1- -1 -1 -+ + t- _ , _ , -i -t + 



I I I I I 

I I I I I 

+ t-t-1-1- -1-+ + ~t- -1-1-t + + 1-1-1-i -t 

I I I I I I I I I I I I I I I I I I 

I I I I I 

3.00 

0 

300 600 900 1200 1500 1800 2100 2400 2700 3000 







- .,..__ 

_ During hydraulic crosshole interference test (dl=1 m), 

flow along the borehole (flow direction = downwards), 2004-04-07 - 2004-04-08 

----- During hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-05-11 -2004-05-12 

100 

101 

102 

103 

104 

105 

106 

107 

108 

E 

109 

- £ 110 

a. 

Q) 

0 111 

112 

113 

114 

115 

116 

117 

118 

119 

120 



117.2 

,aa , 0 aa ~aaa ~aaa ~aaa 

\v \0"-' ,aov 10 100 1000 10000 100000 




Olkiluoto, borehole KR1 0 




During hydraulic crosshole interference test (dl=1 m), 

flow along the borehole (flow direction= downwards), 2004-04-07- 2004-04-08 

During hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-05-11 -2004-05-12 

120 

121 

122 

123 

124 

125 

126 

127 

128 

'E 129 

........... 

:5 130 

a. 

Q) 

0 131 

132 

133 

134 

135 

136 

137 

138 

139 

140 


1- - - 

=~==~-= 

1- 1- - - 

=~== ~= , = 

1- - - 

-r- - ,1 c- - \= - 

-t- t-•• f- -r- - - r1 ~ - - 

-I- - - /:c- "'fj'- - 

-t- 

-r- - \-- - ~. ~ ~,_ -t- - - :y -r- - ' ~ -v - 

=~ =~-=} =~ = j~,¥ = ~ = 

-I- - _, J-- - - - 

=~ = -;_ ~= = =I = 

-r- - "'- X :s- • 

-t---~- 

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-r- - - - --\ - 

-I- - - - - - 

-r- - - - - -I- - _, - ----v - 

-I- - ' 

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-t- - (' '- ,___ 

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-r- - - 

- \ - 

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=~ = = ....,~ = ~ - 

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-1-- - - - - 

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=~ = i '-J~ .=/= = 

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=~ = -~- - --\. - 

-r- - - tt }- - _ , 

-t- - tX - 

-r- -rl- 

-1- ~ \- 

-r- - J ,_ 

-I- - j ,_ 

-r- - -1 :1- 

=~ = i :J= 

-I- - - :5! - 

-r-- - -11- 

=~ = t r\= 

-r- -t- - - - -:'= - - 

-r- - ' - 

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1- - - 

1- - - 

1- - - 

1- - - 

1- - - 

1- - - 

1- - - 

1- - - 

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1- 1- - - 

1- - - 

1- 1- - - 

1- - - 

1- - - 

1- 1- - - 

1- - - 

1- 1- - - 

1- 1- - - 

1- - - 

1- 1- - - 

1- - - 

1- 1- 1- - - 

1- - - 

1- 1- - - 

1- 1- - - 

1- - - 

1- - - 

1- - - 

--- 

1- 1- - - 

1- 1- - - 

1- - - 

r- 

1- - - 

r- - - 

1- - - 

1- 1- 1- - - 

1- - - 

1- 1- - - 

1- - - 

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1- - - 

1- 1- - - 

1- - - 

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1- - - 

1- 1- - - 

1- - - 

1- 1- - - 

1- - - 

1- - - 

1- 1- 1- - - 

I 1111111 I 1111 11 I 111111 11111111 1111111 I 11111 11 


130.8 

\00 \000 noOO noOO noOO 

\v \Ov \OQv 10 100 1000 10000 100000 











140 

141 

142 

143 

144 

145 

146 

147 

148 

E 149 

- = c. 150 

Q) 

0 151 

152 

153 

154 

155 

156 

157 

158 

159 

160 


---- 

---- 

---- 

-- - - - -v 

== =l 

== = =:::; 7_ 

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f- - - 

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1- - - 

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f- - - 

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f- 1- - - 

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f- - - 

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1- - - 

f- - - 

f- - - 

1- - - 

f- - - 

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f- 1- - - 

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1- - - 

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f- - 

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-1- - - V ""I 1- - - 

=:= = ~ ~ - ~ - ~ =:= ~fl := = ~= ~ = 

=:= ::; l;:l~ = I = ~ =:= = =~ --

--------------------~- - - -- 






- Oil- 



----- During hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-05-11 - 2004-05-12 

160 

161 

162 

163 

164 

165 

166 

167 

168 

169 

E 

- £ 170 

c. 

Q) 

0 171 

172 

173 

174 

175 

176 

177 

178 

179 



180 

\oo \ 0 oo ~ooo ~ooo 00oo 

\'-' \0'-' \00 10 100 1000 10000 100000 



------------------ ------ - - 








During hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-05-11 - 2004-05-12 

180 

181 

182 

183 

184 

185 

186 

187 

188 

- 189 

E 

-~ 

... 190 

c. 

Q) 

0 191 

192 

193 

194 

195 

196 

197 

198 

199 

200 


~ ~ 

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I=+ = - -- 

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r- - - -- 

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I-- - r- -t 1=1 = -- 

- -- 

r- - - -- 

- I-- - - \. - ---

---------------------------- ~~~·· -- 









200 

201 

202 

203 

204 

205 

206 

207 

208 

-209 

E 

- £ 210 

0. 

(J) 

0 211 

212 

213 

214 

215 

216 

217 

218 

219 

220 


-1- - - 1 - 

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-1- - - 

=~ = = J = 

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---- 

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------ 

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- - - -- ,-- -- _, ~ - - - 

- - -- i-- -- 

E 

-""! - -- 

- - - -- i- -- - - - 

- - -- i-- -- ~ - -- 

- - - - =~ - 

- -- i- -- 3 

- - - 

- - :::::::::11;, - - i- -- -- 

- - -- i-- -- = -- 

- - -- i- -- 

=:~ 

~ -- 

- - - -- i-- -- f- - - - 

- - -- i-- -- 

- - - -- i-- - -- 

- - ~ 

- -- i- - - - 

- - - k- - -- i-- - -- 

- t--- 

- -- i- - -- 

-- i- -- 

-- i- i- -- 

- - - ~ 

- -- i- - -- 

i- - - 

- i-- - -- 

- - - i- -- - - 

- - - - - i-- -- -- 

- i- -- -- 

- - i-- -- -- 

i- -- - - 

- - - - - i-- -- -- 

- - - - - i-- -- -- 

- - 

= c- = 

i- -- -- 

- i- -- -- 

- :-- - - - i-- -- - - 

i- - -- i-- -- -- 

i- - -- i- -- - - 

i- - -- i-- -- -- 

- i-- - - - -- i- -- -- 

i- - -- i-- -- -- 

i-- -- I- -- -- 

i- - -- i-- -- - - 

- i-- - - - -- i-- -- -- 

- i- - - - -- i-- -- - - 

- i-- - - - -- i- -- -- 

- i- - - - -- I- -- - - 

- i- - - - -- i-- -- -- 

I 1111111 I 1111111 I 11 11 11: I 1111111 I 1111111 I 111111 I 111111 I 1111111 I 1111111 I 111111 

'\ '\0 '\00 

'\ '\ 0 '\ oa 


" 0 oo oooo oooo oooo 10 100 1000 10000 100000 


Appendix 5.2 


Borehole: KR 10 







Fresh water head1 (masl) = Fresh water head in the borehole without pumping (meter above sea level), 

during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-04-06- 2004-04-07 

Flow1 (mllh) = Flow from the fracture to the borehole without pumping, during hydraulic crosshole i 

nterference test (borehole KR24 was pumped), 2004-04-06 - 2004-04-07 

Q1 lower Limit Pract (ml/h) = Practical lower limit of measurable flow1 (mllh) 

Fresh water head2 (masl) =Fresh water head in the borehole without pumping (meter above sea level), 

during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-05-11 - 2004-05-12 

Flow2(ml/h) = Flow from the fracture to the borehole without pumping, during hydraulic crosshole 

interference test (borehole KR24 was pumped), 2004-05-11 - 2004-05-12 


Fresh water head3 (masl) =Fresh water head in the borehole without pumping (meter above sea level), 

1999-07-19 - 1999-07-21 

Flow3(ml/h) = Flow from the fracture to the borehole without pumping, 1999-07-19- 1999-07-21 

(Fresh water head3 was not measured) 


Fresh Q1 lower Fresh Q21ower Q31ower 

Depth of 

water Flow1 Limit water Flow2 Limit Flow3 Limit 

fracture 

head1 (ml/h) Pract head2 (ml/h) Pract (ml/h) Pract 

(m) 

(m as I) (mllh) (masl) (mllh) (mllh) 

Comments 

117.2 -3.98 30 -4.26 30 900 120 

125.4 -3.94 30 -4.20 30 60 120 Uncertain 

130.8 -3.96 30 -4.20 30 110 120 


155.6 -3.95 30 -4.18 30 320 120 

157.4 -3.93 30 -4.19 30 1200 120 

159.1 -3.92 30 -4.19 30 210 120 

172.6 -3.94 -100 100 -4.19 -45 100 120 Uncertain 

175.4 -3.96 -7400 100 -4.18 -5500 100 120 Uncertain 


212.0 -3.90 30 -4.17 150 370 120 





260.7 -3.93 -300 30 -4.18 -450 150 60000 120 


326.6 -3.84 30 -4.08 150 11500 120 

327.6 -3.86 -250 30 -4.09 -280 150 47500 120 

360.4 -3.69 30 -4.03 150 150 120 

367.3 -3.71 30 -3.98 150 350 120 




417.1 -3.49 30 -3.76 80 700 120 


424.2 -3.46 30 -3.70 80 240 120 

454.6 -3.25 100 -3.45 120 150 120 


469.4 65 120 Uncertain 

472.2 40 120 Uncertain 

499.8 -2.70 1000 -2.89 2000 700 120 

560.6 100 120 Uncertain









• 

During hydraulic crosshole interference test (L=2 m, dl=0.25 m} , 2004-04-06- 2004-04-07 

During hydraulic crosshole interference test (dl=1 m) , 

(flow along the borehole measurements), 2004-04-07 - 2004-04-08 


0 

50 

100 

150 

200 

- 1- - -1- 

- 1- - -1- 

250 

-'-' 

E 

:5 300 

- - - 1- - - 1- - - 1- - -1 - - 

- - - 1- - - 1- - -1 - - - 1- - 

- - - 1- - -1- - - 1- - -1 - 

c.. 

Q) 

Cl - - - 1- - - 1- - -1- - -1 - - 

350 

400 

450 

500 

550 

600 

5 6 7 




Fresh water head in the boreholer 

----- Water level in the borehole 

----- Fresh water head (measured using fresh water filled tube) 

----- Corrected fresh water head in natural conditions measured with absolute pressures sensor 

Corrections for fresh water head (measured with absolute pressure sensor): 


Head(masl)= (Absolute pressure (Pa)- Airpressure (Pa) + Offset) /(1 000 kg/m 3 * 9.80665 m/s 2 ) + Elevation (m) 


0 

50 

100 

150 

200 

250 

E' _.. 3oo 

£. 

+-' 

c.. 

~ 350 

400 

450 

500 

550 

600 

650 

5 6 7 

Pressure (masl) 

8 9

Appendix 5.4 


Air pressure and water level in the borehole during flow logging 

Borehole KR24 was pumped 

104 

1---l t-1- 

--- 

103 

-ro 

a.. 102 

~ 

-Q) 

'- :::J 

101 

en 

en 

Q) 

'- 

a. 

'- 100 

~ 

99 

98 

6.0 

- en 

ro 5.5 

E 

+- 1----1 + -1 + 1-1 

------ 

111 t- - 1 -t 1-1 

f-1-+ t- ---! t-1---1 

------ 

t-1 -t r -t t- 1---1 


------ ------ 

L I _l L _j _L 1_1 

Ll_lL_j_LI_j 

-Q) 

> 

Q) 

'- 

JB 

~ 5.0 

4.5 

r11 r 1111 

11111 Tll 


------ ------ 

1 I I I I I I I I I I I I I I I 

------ ------ 

1 I I I I I I I I I I I I I I I 

L I _l L _j _L 1_ 1







(flow along the borehole measurements), 2004-04-07- 2004-04-08 


- -t - 1-1---i t-1 t-i - - -t -1 - 1 -t H r-t - - t- --i -i -t 1--t I+ 

- --+ - 1-1 ___j .J- 1 -1--l - - -+- -1 - 1 --+ ~ ~ - - .J- ___j ___j -+- 1-t I+ 

50 --r---~~~~~~--~--~~~~~--~~~~~~ 

_ _l _ l _ l _j L l lJ __ l_ _ l _ l _l U U __ L _j _j l_ U_ ll_ 

- I - I-ll 1 1 n - - T - 1 - 1 I n n - - I I I T 11 IT 

----------------------- 

- -t - 1-1---i t-1 tl - - -t -1 - 1 -t H r-t - - t- --i -i + 1--t I+ 

100 ~------------~~--------~----------~ 

150 

200 

- -+ - 1- 1 __j -l- 1-l--1- -1- - 1- 1 -t W W - - -I- __j __j -I- I-+ 1-1- 

= J: = I= I :J L l IJ = I = I = I J: 0 0 = = L :J ::::J I 1=:1 II 

-I - l-llllt1- I -1-1111 M -- 11 I 111 11 

- -t - 1-1---i t-In- +-1-1-tH H -- t- --i -i +1--tl+ 

-------- 

--+ - 1- l __j -l-1-l--1- 

- E 

- 

- -t -1- 1---1 t-1 t1 - - t- - 1 -1 -t H H - - t- ---1 ---1 t- 1--t 1-t 

- -+ - 1- 1 --i +- 1 +-l - - + - 1 - 1 -+ H f-+ - - +- --i --i + 1-+ I+ 

450 ~~--~~~~~~--~~~~~~~~--~~~~ 

_ _l _ l _ l _j Ll lJ __ _L _ I _ I _l U U _ L _j _j _L IJ I_L 

500 

550 

600 

= J: = I= I :::J :C l IJ = = I = I = I J: 0 0: = = :C :::J J I I] II 

- --t - 1-1 ---1 t-1 t-i - - -t - J - 1 -t H r-t - - t- ---1 --1 -t 1--t 1-t 

- --+ - 1- 1 ___j +- I -1--l - - -+- - I - 1 --+ ~ ~ . __:_ - +- ___j -l --1- 1-t 1--l- 

_ _l _l_l _j Ll lJ __ _L _I _I _l U U __ L _j _j _L IJ I_L 

- I - I- l l 11 n - - T -1 -1 I n n - - I I I T lilT 

- -t - 1- 1---i t-1 t-i ---t-1- 1-tH r-t-- t- --i --i + 1--t I+ 

---+ - 1- 1-l .J.-- 1-1--l-- -+- - 1- 1--t ~ ~-- .J- -l -l -t- 1-t 1-t- 

0.01 

0.1 1 10 



Olkiluoto, Borehole KR 10 



----- Measured without pumping (downwards). 2004-08-24 

----- Measured without pumping (upwards). 2004-08-24 - 2004-08-25 

0 

- 

- --+ - - ___j t-1 -1--l - -1 -1 --+ W W - - t- ___j ___j + 1-1- I+ 

100 ~~----_-_--.--1 -_--.--_---.--_.-1-.L-.I--.--L-.--11-_-----i~-_-.-- 

1 ___,1,------_--.--- 1 -.-L-.1--.--1_-.--11-_-_----.---L-_;-- 

1 ____,1-_--.-- 1 --.-1_--.-1 .--.--1 1 _l 

- I - - I 1 1 tl - - 1 -1 I H H - - I I I I 1 1 

- -+ - - -l +-1 i-j - - + - 1 -1 -+ H H - - +- -l -l + 1--l- I+ 

150 ~--~~~~~~~~~~~~--~--~~~~ 

_ _l __ _j Ll lJ _ _ _ I _I _l U U __ L _j _j _l l_l l_l 

- I - - ~ 11 11 - - - 1 -1 I 11 M - - I ~ I I 1---r 11 

- -+ - - ---i +-1 +-l - - - 1 -1 -+ H H - - +- ---i --i + I-+ I+ 

200 ~1-----,-------,-----,------,------,------~-~~,------,------,------~--,------,------,------,------~~ 

_ _l __ _j Ll lJ _ _ _ I _ I _l U U __ L _j _j J_ 1_1 l_l 

- I - - I 11 n - - - 1 -1 I n n - - I I I T 1 IT 

--------- ------------- 

- -t - - --1 t---1 t--1 - - -1 - 1 -t H H - - t-- --1 --1 + 1-t I+ 

250 ~--------------+---~---------r------------~ 

- _J - - __j -l- 1 _j_j - - - 1 - 1 _J w u - - -1-- __j __j --'- 1---l- 1-l- 

- 1 - 1 ---t H H - - t- --l --l -t 1-t 1-t 

= 300 ~~----------~-~----~-------~ 

a. - 1 - 1 --+ W W - - t- ___j ___j + 1-1- I+ 

E = :I = = :J Ll JJ = = =I =I :I 0 0 = = L :J =:J I 1=:1 I 

Q) 

0 = J: = =I::::J L l D = = ~....._ 

- I - 1- I 1 1 tl - - I - I H H - - I I I I 1 11 

350 ~--------------+-------;r-----r------------~ 

- -+ - - -l +- 1 i-j - - + - 1 I -+ H H - - +- -l -l + 1--l- I+ 

- I - - I 11 11 - - I - 1 - 1 I - - I I I I 1---r 11 

400 ~1-----------r------~~------~ 

- -+ - - --i +- 1 +-l - - + - 1 - 1 -+ H H - +- --i --i + I-+ I+ 

_ _l _ _ _j L l lJ _ _ J_ _ I _ I _l U U _ L _j _j J_ 1_1 l_l 

- I - - I 1 1 n - - T -1 - 1 I n n - I I I T 1 IT 

450 ~------------~----------~~----------~ 

- -t - - --l t-1 t--1 - - + - 1 - 1 -+ H H - t- --l --l + 1-t I+ 

- _J - - __j -l- 1 _j_j - - --'- - 1 - 1 -I- w u - -1- __j __j --'- 1---l- 1-l- 

500 

- I - - I 1 1 n - - T -1 - 1 I n n - I I T 1 IT 

~~-----~~~~~~-~-~~~~-~~~~~~~ 

- ---t - - --l t-- 1 tl - - -t -1 - 1 ---t H H - - --l --l -t 1-t 1-t 

- -+ - - ___j t-1 -1--l - - + - 1 - 1 -+ W H - - -l -l + 1--l- I+ 

550 ~~---_-_!_I _-_L_-__,__---'-1_,_1_,_1 

_!_1--'---j l f---_-___L_T_-__L_I -----'1'----_._1---'--1---'--1 

_!_1--L...j l _-_--+_-L_I__jl_-_._1---'--1----'--1--'-1--L...jl 

- I - - I 1 1 tl - - I -1 - 1 I H H - - I I I 11 11 

- -+ - - -l +- 1 i-j - - + - 1 - 1 -+ H H - - 

0.01 0.1 1 10 





1::!. 

t::. 


During hydraulic crosshole interference test (L=2 m, dL=0.25 m), 2004-04-06 - 2004-04-07 


(flow along the borehole measurements), 2004-04-07-2004-04-08 

During hydraulic crosshole interference test (L=2 m, dL=0.25 m), 2004-05-11 -2004-05-12 

0 

50 

100 

150 

200 

250 

- 5 

£ 300 

a. 

Q) 

0 

350 

400 

450 

500 

550 

600 

- -_I_- _L _j - r- _I_- _!_ _ I - r- _I _ 

- - -1-- t- --+ 

f- -1-- t- -I - r- -I- 

- -- - - f- - -- f- - - 

- - -1-- t- ---+ f- -1-- +- -I - f- -I- 

- -_I_- L _j r- _I_- j_ _I - r- _I_ 

- - -~-- 

r I 

r- -~-- 

T -I - r- -~- 

- -- -- r- - -- - r-- - 

- - -1-- t- --+ 

f- -1-- t- -I - - 1- 

=~ 

l- ---+ f- -1-- -i- -I - - 1- 

- 

- 

- - - - - 

C =r ~ =~= = I =I - = I= 

- 

--1 I I 

r- -~-- 

T -I - - 1- 

~~ 

- - -1-- -t f- -1-- + -I - - 1- 

- ---- f- - -- 

- - -1-- ---+ f- -1-- -i- -I - - 1- 

- - -~-- 

- r- -~-- 

I 

T -1 - - 1- 

- 

- - -~-- 

~~ 

~- I - r- -~-- 

I -I - - 1- 

- -- - - - f- - -- 

- ~ - 1-- 1- - 

--+ f- -1-- + -I - - 1- 

- - - ~ -- 

f- -~-- 

I 

I 

I 

I 

- - 

==I==: c: =r~1 

~ · -~-- 

- - r- - - - - 

- - -~-- - 

I I 

- -- - - - - - - f- - -- - 

I I I I I I 

- 1- 

I =I - = I= 

- f- - ~ -- 

I - I - - 1- 

- ---- f- - - - - 

- - -1-- - L ---+ - r- - 1-'\ --1; -!- -1 - - 1- 

- - 

==I== 

c: :J - r- -~-~~ f\}- I =I - = I= 

- - - f- - - - - 

-_I I 1. ~ ~ 

_ I I _ 

- - - f- - -- 

- - 

~'= 

- - -1-- - I- --+ - r- -1-- -1 - - 1- 

- ---- - - r- - - - ~ 

- - -1-- - L _J - r- -1-- J_ -1 - - 1- 

" 

- -_I_- _L _j - r- _I_- _!_ - I_ 

- - -1-- j- ---t f- -1-- t- -" ~: - - 1- 

- -- 

_I, 

-- r- - -- - - - -1-- I- --+ f- -1-- + -1 - - 1- 

- -_I_- L _J r- _I_- J_ - I_ 

- - -~-- f- -~-- 

- ---- c :J r- - - - I =I = = I= 

- - -1-- j- --t r- -1-- t- -1 - ~ 1- 

- - -1-- t- ---+ f- -1-- +- -I - ~~~· - 

- ---- 

r- - - - 

- -_I_- L _j r- _I_- j_ _ I 

- - I _ 

- - -~-- r- -~-- 

r I 

T - I - - 1- 

- - - 1-- t- -t r- -1-- t- - I - - 1- 

- -- -- r- - -- 

- - - 1-- t- -+ f- -1-- -i- -I - - 1- 

- r---~-- -, f- 

I 

-J- - 

T -1 - - 1- 

I I I I I I I 

6 7 8 9 10 11 12 13 

Temperature (°C)





----- Measured without pumping (downwards). 2004-08-24 

----- Measured without pumping (upwards). 2004-08-24 - 2004-08-25 

100 _l - 

I 

- - 

j- I 

- 

- - - - 

---+ 

- - I- -+ - 

150 _l - 

I 

- - 

1- I 

- - - - 

-+ - 

+ - - 1- + - 

200 _j 

- - L 

- - 

r 

- - 

I 

-t - - t- 

250 

_j - - j_ --!- - 

.-. 

.._ 

.r::. ...... 300 

- - - 

=:I c I 

-t - - t- -t - 

E - - - 

-+ 1- ---+ l- -+ 

:r - - - J - - c :r - 

- - - - 

c.. - - - - - 

Q) 

0 - - I 

- - 

I 1- 

- - 

I j- - 

I 

350 

400 

450 

500 

550 

-+ - - 1- -+ - 

- - 

- 

I - - - 

I 

I= I 

- - 

1- - I - - T I 

+ - - - - - 

- - - - 

_l - - I_ _l - 

- 

I 

1- - I + + 

- - 

1- - I - - T I 

+ - - 1- - I - - + + - 

- - - - - - - - 

--!- - - 1- - 1 - - -i- --!- - 

I 

- - 

1- - I - - T I 

- 

-t - - 1- -I - - t- -t - - t- -t - 

- - - - - - - - - - 

-+ - - 1- - 1 - - +- ---+ - - l- -+ - 

I 

- - 

I 

- - I - - - - 

T I I 

I 

I 

- - 

I I 

- - - - 

- 

- 

- 

- 

600 

5 6 7 8 9 10 11 12 13 14 

Temperature (°C)




6. Flow direction = into the hole (L=2 m, dL=2 m) 

V Flow direction = into the bedrock (L=2 m, dL=2 m) 

- With pumping (L=2 m, dL=0.5 m), 2001-08-06-2001-08-09 

With pumping (L=0.5 m, dL=0.1 m), 2001-08-09 - 2001-08-20 


----- With pumping (Drawdown = 2.5 m, L=0.5 m, dL=0.1 m), 2003-09-11-2003-09-16 

----- With pumping (Drawdown = 5 m, L=0.5 m, dL=0.1 m), 2003-09-17-2003-09-19 

During hydraulic crosshole interference test (L = 2 m, dL = 0.25 m), 2004-04-13-2004-04-14 

During hydraulic crosshole interference test (L = 2 m, dL = 0.25 m), 2004-05-12-2004-05-13 

0 

2 

3 

4 

5 

6 

7 

8 

9 

E 

- .c .... 10 

a. 

Q) 

Cl 11 

12 

13 

14 

15 

16 

17 

18 

19 

20 


---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

-- -}- -- - t- - 

== - ~...- ~= 

--- 

-- == =t > = 

-~ 

--- ~ 

---- == = "'FFI -'~ ~---=\- 1 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

- - - 

- - - 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

--- 

- - - 

- - - 

--- 

--- 

--- 

--- 

- - - 

--- 

--- 

- =-......::::= _,_ = 

--- 

== = '= 

== - ::: - + ; I r- ... ~:.. _J = 

= = - v~!---..,...,...,- =----~ - Jal - 

== = ::: = """t f't- - r- - y- - 

==- ==~ - f ~- ~ ~ - = 

== - -I r / r- - ~ , _ - = 

-- 

-- 

-- 

k -- --- 

==- ... ~ ---~.. - ~ ~ 

== = :::~ ~ · - ~~ = 

-- =~ = ~8 = = = = 

- - 

--- 

--- 

--- 

== 

-- 

- ;::::= ;~ = = = = 

-IT ~ 1' ~ - - - 

111111 11 IIIITT Tl l lllll 1 11 11 111 1 11 1111 

I 111 111 

'\ "oo "ooo ~ooo oooo oooo 

'\v '\0 '\00 



10.9 

12.2 

13.0 

13.4 

15.0 

15.9 

16.8 

17.1 

18.2 

18.6 

19.9 

10 100 1000 10000 100000 


- 

~ 

- 




6. Flow direction = into the hole (L=2 m, dl=2 m) 

V Flow direction = into the bedrock (L=2 m, dl=2 m) 

- With pumping (L=2 m, dl=0.5 m), 2001-08-06-2001-08-09 



----- With pumping (Drawdown = 2.5 m, L=0.5 m, dl=0.1 m), 2003-09-11 -2003-09-16 


During hydraulic crosshole interference test (L = 2 m, dl = 0.25 m), 2004-04-13-2004-04-14 

During hydraulic crosshole interference test (L = 2 m, dl = 0.25 m), 2004-05-12- 2004-05-13 

20 

21 

22 

23 

24 

25 

26 

27 

28 

-29 

E ...._... 

£ 30 

a. 

Q) 

Cl 31 

32 

33 

34 

35 

36 

37 

38 

39 

40 


1 ?3 - --"'-...- - -- 

~ ~ ~- ~- =" 

-- - -- 

- - 

r- - - -- 

- - - 1= ~- - -- 

L - 

- - ~ ~ ~ - 

E -- 

- ._. - -- 

- 

. ( 

- - - - 

- - - L ..l... ""'! - - - rEL-" - - -- -- 

f -- 

- - = i ?- F!!!!! ~ - ~~ - -- 

- ~ .l. 

+- -- 

,-- -- 

- - - - I-I - - -- 

- ,....__ - - 1-1 ~ - lf: h - -- 

-/1"(11 

F/= 

·~ 

....::11 

-- 

- - 

- -- 

- - - - z ~ ~= · ~ -I - - -- -- 

- - -- 

- - 

~ ~ ~ = ~ ~= 

-- 

- - - 

- - - - !it~ ~ ...........: ~ 

- -- 

- - - 

-·-- - 

- - - ~ 

- -- 

- - - - - - -- 

1-t~~ = ~ 

"t= ,.... '- - 

- - - - - - - - -. ~ l ~ - 11'!!: 

= 'r = 

- - - - - - 

- =I fH = t= = 

- 

- < ~ .ss... "'- 

~ - ~ = - 

- - .. ~ -- 

f= = 

- - - - -rx- 

- 

- - - - 

- - - - - ~ = 

- - - - =~ 3 - - - -- 

- - :>-:i f tt '= - - - - ____, -- 

- 

- 

_ t - 

- - 

I .. - - 

1. -J....._ .. ~ 

~~ --- 

:- - - 

- - - i-'l -........-- - 

- - - - - -=1- - - I- 

- _l - 

~ 

- - - - = -\ol_~ - - 

- - - --. - 

- - 

- ~ ~ - ~= 

- - -lA ~ -r 

--e-- - - ~ = 

- ,....__ 

- -- 

3 = 

=~ ~~ =i ,-- - - I -' ~ 

-- 

,-- - 

- ~ .. - - -- 

,-- - - 

,-- 

- '-- 

n-- - - -- 

- - 

+= - -- 

~ j -A~ 1- - 1----:::::.- - -- 

- - ,....__ ;--- 

:= ~~ 

- - - - -- 

s.. .__ -I- -- 

-- 

- - - ~~t I~ -- 

- - - - -- 

,....__ 

~~ ~ -~ 

- 

,-- -- 

1-- 

=I= - - -- 

- i- - - 

i- 

=l= :[ ~...,c_ ...;ll-=- -- 

1-- - -- 

--- 

~ 

- 

- - -- J >=--f --;: -- 

J-~ -- 

I 1111111 I 1111111 I 1111111 I 1111111 I 111111 

- - 

- - 

- - 

- - - 

- - - 

- - 

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Flow direction = into the hole (L=2 m, dl=2 m) 


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------------------------ - - - ·- - -- 




6. Flow direction :: into the hole (L::2 m, dl::2 m) 

V Flow direction :: into the bedrock (L::2 m, dl::2 m) 

- With pumping (L::2 m, dl::0.5 m}, 2001-08-06-2001-08-09 

With pumping (L::0.5 m, dL::0.1 m), 2001-08-09 - 2001-08-20 

----- Without pumping (L::2 m, dL::0.5 m), 2003-09-08-2003-09-10 

----- With pumping (Drawdown:: 2.5 m, L::0.5 m, dl::0.1 m}, 2003-09-11 -2003-09-16 

----- With pumping (Drawdown:: 5 m, L::0.5 m, dl::0.1 m}, 2003-09-17-2003-09-19 

During hydraulic crosshole interference test (L:: 2 m, dl:: 0.25 m}, 2004-04-13-2004-04-14 

During hydraulic crosshole interference test (L :: 2 m, dl :: 0.25 m}, 2004-05-12 - 2004-05-13 

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6.. Flow direction = into the hole (L=2 m, dl=2 m) 









140 

141 

142 

143 

144 

145 

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148 

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154 

155 

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----------------- ---- - ---- - - 


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----- With pumping (L=0.5 m, dL=0.1 m), 2001-08-09 - 2001-08-20 


----- With pumping (Drawdown = 2.5 m, L=0 .5 m, dl=0.1 m), 2003-09-11 -2003-09-16 




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~ Flow direction = into the hole (L=2 m, dl=2 m) 


- - - - - With pumping (L=2 m, dl=0.5 m), 2001-08-06-2001-08-09 



----- With pumping (Drawdown = 2.5 m, L=0.5 m, dL=0.1 m), 2003-09-11 - 2003-09-16 


----- During hydraulic crosshole interference test (L = 2 m, dl = 0.25 m), 2004-04-13-2004-04-14 


180 

181 

182 

183 

184 

185 

186 

187 

188 

E 189 

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0 191 

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197 

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Flow direction= into the bedrock (L=2 m, dl=2 m) 

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----- With pumping (Drawdown = 2.5 m, L=0.5 m, dL=0.1 m), 2003-09-11 - 2003-09-16 




200 

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During hydraulic crosshole interference test (L = 2 m, dl = 0.25 m}, 2004-04-13- 2004-04-14 


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With pumping (L=2 m, dl=0.5 m}, 2001-08-06 - 2001-08-09 



----- With pumping (Drawdown = 2.5 m, L=0 .5 m, dl=0.1 m}, 2003-09-11 -2003-09-16 

----- With pumping (Drawdown = 5 m, L=0.5 m, dl=0.1 m}, 2003-09-17- 2003-09-19 



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\ \0 \00 "'0oo oooo oooo oooo 

\ \0 \00 10 100 1000 10000 100000 















380 

381 

382 

383 

384 

385 

386 

387 

388 

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E .._.... 

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a. 

Q) 

0 391 

392 

393 

394 

395 

396 

397 

398 

399 

400 


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\00 \000 \OooO \OooOO\OOOOOO 10 100 1000 10000 100000 




Olkiluoto, borehole KR 14 



'\J Flow direction= into the bedrock (L=2 m, dl=2 m) 

- With pumping (L=2 m, dl=0.5 m), 2001-08-06 - 2001-08-09 

----- With pumping (L=O.S m, dl=0.1 m), 2001-08-09 - 2001-08-20 

----- Without pumping (L=2 m, dL=0.5 m}, 2003-09-08-2003-09-10 

----- With pumping (Drawdown = 2.5 m, L=0.5 m, dl=0.1 m}, 2003-09-11 - 2003-09-16 



----- During hydraulic crosshole interference test (L = 2 m, dl = 0.25 m}, 2004-05-12-2004-05-13 

_... Fracture specific flow (into the hole) 

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" 0 oo "oooo "ooooo"oooooo 10 100 1000 10000 100000 







\7 Flow direction = into the bedrock (L=2 m, dl=2 m) 

With pumping (L=2 m, dl=0.5 m}, 2001-08-06- 2001-08-09 



With pumping (Drawdown = 2.5 m, L=0 .5 m, dl=0.1 m), 2003-09-11 - 2003-09-16 




420 

421 

422 

423 

424 

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426 

427 

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- £ 430 

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Q) 

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10 100 1000 10000 100000 








----- With pumping (L=0.5 m, dl=0.1 m), 2001-08-09- 2001-08-20 






440 

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Single point resistance (ohm) 

-





'\7 Flow direction = into the bedrock (L=2 m, dl=2 m) 

- - - - - With pumping (L=2 m, dl=0.5 m), 2001-08-06-2001-08-09 



----- With pumping (Drawdown = 2.5 m, L=0 .5 m, dl=0.1 m), 2003-09-11 - 2003-09-16 




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10 100 1000 10000 100000 










With pumping (Drawdown = 2.5 m, L=0 .5 m, dl=0.1 m), 2003-09-11 -2003-09-16 




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100 1000 10000 100000 








----- With pumping (L=0.5 m, dl=0.1 m), 2001-08-09-2001 -08-20 



----- With pumping (Drawdown = 5 m, L=0.5 m, dl=0.1 m), 2003-09-17- 2003-09-19 

.. 




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'\ '\() '\()() '\()()() '\()()()() '\()()()()()'\()()()()()() 10 100 1000 10000 100000 



Appendix 6.2 

Olkiluoto, bore hole KR 14 


o Fracture head (drawdown 0/2.5 m) o Transmissivity of fracture (drawdown 0/2.5 m) 

+ Fracture head (drawdown 0/8 m) + Transmissivity of fracture (drawdown 0/8 m) 

Without pumping (L = 2 m, dl = 0.5 m), 2003-09-08-2003-09-10 

With pumping (drawdown = 2.5 m, L = 0.5 m, dl = 0.1 m), 2003-09-11 -2003-09-16 

With pumping (drawdown = 8 m, L = 0.5 m, dl = 0.1 m), 2003-09-17-2003-09-19 

- - ._- - ---- --- ll 

- - ~ - --- ~ 

::: :\_ :::: :::] 

50 ~ 

= == ~ ==== 

100 

150 

- -- ~: ---- 

- ---) ---- 

-~ ~ ---- 

:1] :::: 

- - - - 4 - - - - - - - - r - - - - - - ~ - - - - - 

- --- c ---- ~ --- ---



Fresh water head1 (masl) =Fresh water head in the borehole without pumping (meter above sea level) 

Flow1 (ml/h) = Flow from the fracture to the borehole without pumping, 2003-10-01 - 2003-10-02 

01 lower Limit Pract (ml/h) = Practical lower limit of measurable flow1 (ml/h) 

Fresh water head2 (masl) =Fresh water head in the borehole with pumping (meter above sea level), drawdown 5 m 

Flow2(ml/h) =Flow from the fracture to the borehole with pumping , 2003-10-07-2003-10-08 



Flow3(ml/h) =Flow from the fracture to the borehole with pumping , 2003-10-08 - 2003-10-10 


Fresh water head4 (masl) = Fresh water head in the borehole during hydraulic crosshole interference test (meter above sea level) 



Fresh water headS (masl) = Fresh water head in the borehole during hydraulic crosshole interference test (meter above sea level) 


05 lower Limit Pract (ml/h) = Practical lower limit of measurable flowS (ml/h) 

Flow6(ml/h) =Flow from the fracture to the borehole with pumping , 2000-10-19-2000-10-27. Fresh water head was not measured. 


Transmissivity1-2 (m 2 /s) = Calculated transmissivity of the fracture (between fwh1 and fwh2) 


Transmissivity1-3 (m 2 /s) = Calculated transmissivity of the fracture (between fwh1 and fwh3) 


Fresh 

Depth of water 

fracture head1 

(m) (masl) 

42 .2 

44.4 

46.9 

48.8 

52.4 

59.5 

60.9 

74.7 

91 .7 

109.9 

110.8 

123.7 

172.3 

172.7 

202.4 

5.31 

5.41 

5.34 

5.26 

5.4 

5.36 

5.42 

5.52 

5.49 

5.69 

5.69 

5.77 

5.92 

5.91 

5.92 


(ml/h) 

13 

500 

660 

50 

10 

17 

-16 

-43 

-40 

I Q1 Fresh 

1 Q2 Fresh 

ower ower 1 ower 

Limit water Flow2 Limit water Flow3 Limit 

Pract head2 (ml/h) Pract head3 (ml/h) Pract 

(ml/h) (masl) (ml/h) (masl) (ml/h) 

30 0.24 170 40 -4.41 330 150 

30 0.25 70 40 -4.41 235 150 

30 0.27 4550 40 -4.36 8800 150 

30 0.28 6000 40 -4.4 10500 150 

30 0.36 600 40 -4.3 1100 150 

30 0.5 75 40 -4.32 210 150 

30 0.46 330 40 -4.27 670 150 

30 0.49 180 40 -4.2 370 150 

30 0.65 65 40 -4.09 195 150 

30 0.7 465 40 -3.98 850 150 

30 0.7 520 40 -3.95 985 150 

30 0.91 80 40 -3.85 240 150 

30 1.08 78 40 -3.56 250 150 

30 1.08 290 40 -3.57 610 150 

30 1.28 280 40 -3.38 770 150 

Ql Fresh 

water 

head4 

(masl) 

5.76 

5.78 

5.8 

5.81 

5.87 

5.91 

5.97 

6.03 

6.08 

6.06 

6.07 

6.19 

6.32 

6.32 

6.5 


(ml/h) 

730 

880 

Q4 

lower 

Limit 

Pract 

(ml/h) 

150 

150 

150 

150 

150 

150 

150 

150 

150 

150 

150 

150 

150 

150 

150 

Fresh QS QS 

lower lower 

water FlowS Limit Flow6 Limit 

headS (ml/h) Pract (ml/h) Pract 

(masl) (ml/h) (ml/h) 

5.48 - 50 415 120 

5.53 - 50 100 120 

5.59 540 50 8200 120 

5.56 720 50 8900 120 

5.51 - 50 1730 120 

5.49 - 50 170 120 

5.53 - 50 800 120 

5.55 - 50 230 120 

5.7 - 50 70 120 

5.73 - 50 820 120 

5.71 - 50 1500 120 

5.85 - 50 110 120 

6.04 - 50 165 120 

6.06 - 50 800 120 

6.12 - 70 850 120 


Transmis Fracture Transmis Fracture C 

sivio/,1-2 head1-2 sivio/,1-3 head1-3 °~ 

(m /s) (masl) (m /s) (masl) men s 

8.51 E-09 

3.73E-09 

2.19E-07 

2.95E-07 

3.00E-08 

4.24E-09 

1.77E-08 

9.83E-09 

3.69E-09 

2.56E-08 

2.77E-08 

4.52E-09 

5.34E-09 

1.89E-08 

1.89E-08 

5.73 8.96E-09 5.71 

6.57E-09 

5.97 2.35E-07 5.92 

5.88 2.80E-07 5.91 

5.86 2.97E-08 5.86 

5.96E-09 

5.58 1.87E-08 5.57 

1.05E-08 

5.59E-09 

2.42E-08 

5.86 2.76E-08 5.86 

6.85E-09 

5.10 7.71 E-09 5.35 

5.29 1.89E-08 5.29 

5.34 2.39E-08 5.46

FrH FrH 1- 

Depth FWH Flow1 Q1 FWH Flow2 Q2 FWH Flow3 Q3 FWH Flow4 Q4 FWH FlowS Q5 FlowS Q6 Trans 

1 _ Trans 

2 

3 

(m) 1 (m) (ml/h) LLP 2 (m) (ml/h) LLP 3 (m) (ml/h) LLP 4 (m) (ml/h) LLP 5 (m) (ml/h) LLP (ml/h) LLP 1-2 (m 2 /s) (masl) 1-3 (m 2 /s) (masl) 

29.2 5.69 0 100 3.01 220 30 0.53 700 100 6.49 0 30 6.14 0 30 600 120 2.26E-08 - 3. 73E-08 

30.3 5.64 1500 100 2.97 13650 30 0.56 25500 100 6.50 1530 30 6.16 1350 30 22500 120 1.25E-06 5.97 1.30E-06 5.96 

31.0 5.61 0 100 2.93 90 30 0.58 210 100 6.49 0 30 6.16 0 30 170 120 9.23E-09 - 1.15E-08 

31 .8 5.59 0 100 2.89 550 30 0.62 1400 100 6.49 100 30 6.19 60 30 1190 120 5.60E-08 - 7.74E-08 

32.9 5.59 0 100 2.86 900 30 0.67 2200 100 6.48 0 30 6.19 0 30 2000 120 9.06E-08 - 1.23E-07 

34.5 5.66 1730 100 2.86 24200 30 0.73 38550 100 6.49 2290 30 6.20 1860 30 34000 120 2.20E-06 5.88 2.05E-06 5.89 

36.3 5.72 0 100 2.87 30 30 0.69 110 100 6.48 0 30 6.21 0 30 120 120 2.89E-09 - 6.01E-09 

38.0 5.75 -120 100 2.87 1390 30 0.60 3380 100 6.47 170 30 6.21 130 30 3250 120 1.44E-07 5.52 1.87E-07 5.57 

39.4 5.76 0 100 2.87 60 30 0.57 240 100 6.47 0 30 6.22 0 30 220 120 5.70E-09 - 1.27E-08 

41 .8 5.78 -510 30 2.90 5180 30 0.63 16400 100 6.49 -560 30 6.26 -530 30 14200 120 5.43E-07 5.52 9.02E-07 5.62 

43.6 5.78 0 30 2.91 30 30 0.73 130 100 6.48 0 30 6.28 0 30 100 120 2.87E-09 

44.6 5.81 0 30 2.93 85 30 0.82 110 100 6.49 0 30 6.28 0 30 220 120 8.11 E-09 

50.5 5.67 -2100 30 2.97 86000 30 0.66 218000 100 6.51 -2100 30 6.30 -1900 30 195000 120 8.96E-06 5.61 

55.4 5.80 0 30 2.99 110 30 0.83 340 30 6.50 0 30 6.29 0 30 330 120 1.08E-08 

75.8 5.89 0 30 3.09 100 30 0.90 240 30 6.50 0 30 6.24 0 30 250 120 9.81E-09 

80.1 5.85 -940 30 3.11 10000 30 0.73 25600 30 6.54 80 30 6.36 170 30 20000 120 1.10E-06 5.61 

95.1 5.91 0 30 3.19 220 30 0.94 550 30 6.62 0 30 6.31 0 30 390 120 2.22E-08 

96.6 5.91 0 30 3.20 20 30 0.85 70 30 6.53 0 30 6.32 0 30 55 120 2.03E-09 

97.2 5.92 0 30 3.20 55 30 0.82 140 30 6.51 0 30 6.31 0 30 110 120 5.56E-09 

99.6 5.90 0 30 3.21 15 30 0.78 35 30 6.51 0 30 6.31 0 30 45 120 1.53E-09 

106.8 5.80 0 30 3.21 15 30 0.90 40 30 6.56 0 30 6.28 0 30 52 120 1.59E-09 

107.6 5.82 0 30 3.21 80 30 0.86 155 30 6.56 0 30 6.29 0 30 150 120 8.42E-09 

118.0 5.71 0 30 3.25 35 30 0.97 95 30 6.54 0 30 6.24 0 30 80 120 3.91E-09 

137.2 5.84 0 30 3.20 10 30 0.90 25 30 6.53 0 30 6.28 0 30 35 120 1.04E-09 

137.8 5.85 0 30 3.14 15 30 0.92 35 30 6.52 0 30 6.28 0 30 42 120 1.52E-09 

148.4 5.75 0 30 3.13 0 30 0.89 25 30 6.52 0 30 6.25 0 30 40 120 O.OOE+OO 

149.3 5.79 0 30 3.13 15 30 0.91 40 30 6.51 0 30 6.24 0 30 47 120 1.55E-09 

150.3 5.83 0 30 3.16 0 30 0.95 25 30 6.51 0 30 6.24 0 30 50 120 O.OOE+OO 

150.9 5.84 -48 30 3.20 120 30 0.97 300 30 6.50 0 30 6.22 0 30 300 120 1.75E-08 5.09 

151 .8 5.86 0 30 3.24 12 30 1.00 50 30 6.51 0 30 6.22 0 30 55 120 1.26E-09 

153.3 5.88 0 30 3.31 0 30 1.05 35 30 6.49 0 30 6.21 0 30 40 120 O.OOE+OO 

180.6 5.79 0 30 3.23 0 30 1.12 35 30 6.46 0 30 6.17 0 60 55 120 O.OOE+OO 

183.2 5.83 -900 30 3.17 1300 30 0.99 3700 30 6.44 -650 30 6.17 -500 60 3000 120 2.27E-07 4.74 

184.1 5.88 0 30 3.21 0 30 0.96 320 30 6.45 0 30 6.17 0 60 450 120 O.OOE+OO 

241 .6 6.07 0 30 3.39 0 30 1.21 15 30 6.50 0 80 6.13 0 60 30 120 O.OOE+OO 

329.9 6.38 0 30 3.63 30 30 1.51 90 30 6.58 0 100 6.16 0 60 60 120 3.00E-09 

448.2 6.87 -100 30 4.27 60 30 2.00 250 30 6.83 0 100 6.34 0 60 290 120 1.69E-08 

454.1 6.95 0 30 4.31 0 30 2.04 60 30 6.86 0 100 6.36 0 60 140 120 O.OOE+OO 

476.8 7.06 0 100 4.40 30 30 2.46 100 30 6.96 0 250 6.43 0 100 110 120 3.10E-09 

* Uncertain fracture. The flow rate is less than 30 mUh or the flow anomalies are overlapping or they are unclear because of noise. 

** Flow3 not measured becouse of 5 m drawdown 

7.07E-09 

6.06E-09 

1.21 E-05 

1.88E-08 

1.32E-08 

1.42E-06 

3.04E-08 

3.80E-09 

7.54E-09 

1.88E-09 

2.24E-09 

8.59E-09 

5.51E-09 

1.39E-09 

1.95E-09 

1.41 E-09 

2.25E-09 

1.41 E-09 

1.96E-08 

2.83E-09 

1.99E-09 

2.06E-09 

2.61E-07 

1.79E-08 

8.48E-10 

5.08E-09 

1.97E-08 

3.36E-09 

5.97E-09 

5.62 

5.67 

5.17 

4.88 

5.55 

Appendix 6.3 .2

--------------- -- - - - 

Appendix 6.4 






Head(masl)= (Absolute pressure (Pa)- Airpressure (Pa) +Offset) /(1000 kg/m 3 * 9.80665 m/s 2 ) + Elevation (m) 


Without pumping downwards (during borehole EC), 2003-09-08 

• Without pumping upwards (during borehole EC), 2003-09-08 

Without pumping (L = 2 m, dl = 0.5 m), 2003-09-08-2003-09-10 

• With pumping (drawdown = 2.5 m, L = 0.5 m, dl = 0.1 m), 2003-09-11 -2003-09-16 

With pumping (drawdown = 5 m, L = 0.5 m, dl = 0.1 m), 2003-09-17-2003-09-19 

With pumping downwards (during borehole EC, drawdown = 5 m), 2003-09-22 

With pumping upwards (during borehole EC, drawdown = 5 m), 2003-09-22 

• During hydraulic crosshole interference test (L = 2 m, dl = 0.25 m), 2004-04-13- 2004-04-14 

0 

50 

100 

150 

200 

:[ 250 

.J::. 

-c. 

Q) 

0 

300 

350 

400 


450 

500 

550 

0 1 2 3 4 5 6 7 8 


Appendix 6.5 



105 

104 

m 

a.. 

~ 103 

- ~ 102 

::J 

(/) 

(/) 

'- 

Q) 

101 

c. 100 

'- 

~ 

99 

98 

7 

6 

- (i5 

m 5 

E 

:::"4 

Q) 

> 

Q) 

3 

'- 

Q) 

...... 

~ 

2 

1 

0 

24 

- 22 

.~ 20 

E 18 

~ 16 

$ 14 

~ 12 

g> 10 

·a. 8 

E 6 

~ 4 

2 

0 

Without pumping downwards (during borehole EC) , 2003-09-08 

• Without pumping upwards (during borehole EC), 2003-09-08 

• Without pumping , (L = 2 m, dl = 0.5 m), 2003-09-08- 2003-09-10 

• With pumping , (drawdown = 2.5 m, L = 0.5 m, dl = 0.1 m), 2003-09-11 -2003-09-16 

• With pumping (drawdown = 5 m, L = 0.5 m, dl = 0.1 m), 2003-09-17-2003-09-19 

• With pumping downwards (during borehole EC , drawdown = 5 m), 2003-09-22 

With pumping upwards (during borehole EC, drawdown = 5 m), 2003-09-22 

• During hydraulic crosshole interference test (L = 2 m, dl = 0.25 m), 2004-04-13-2004-04-14 

• During hydraulic crosshole interference test (L = 2 m, dl = 0.25 m), 2004-05-12-2004-05-13 

I --+- ~ --+- 1- 1 1- 1 -1- 1--1 +-- -t-1 -1-1 I-+ 1--t --+ 1--l t--1 .J-1 I -1-1-l- -+ 1--t I 1--l 1--l 

_jUL _LI_L~ IJ.I__l _lUL Ll Ll ,_ I_LI_l J. l__l I_ ULI 

..... 

-it--it- t-1+1 1-tl-t -+Hr- t--1 t-1 r--1 +I+ -+ 1-t 1- HH 

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 .-La l 


-~ 11 I TITI 1111 I 11 I 11 tl r- 1 TIT 1111- 111- 1 

_jLJL _LI_l_l l_ll_l _lUL L1 Ll ,_ l_l_lj_ j_ l_l I_ uu 

I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 l l 

-il-l+- +-1+1 1+1-+ -+Hf- H +-I r-- 1 +I+ + 1-+ 1- I-IH 


-1 Ill TITI 1111 I 11 I 1111 r-- 1 TIT 1111- 1111 

- 

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- 

I I 

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-- 

I I I I I 

- 

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- 

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--- 


- - r- - - - -- -- 


- ~~ r Il- l 1-1 T -1 Tl- Tll r-- 11 I I 1 1- Ill 

- 111- Il- l I- ll -111- l1l r- 11 I I ~ ~ - l1l 

--- -- - - - -- -- r- - - - - - -- 

_ l_l I _ _j_ 1_ 1 1_ 1 _j_ _I _L_I _ _L_I_j r- l_j L _j l_l _ Ll_l 

-1-+ ~ --+- 1-1 1-1 -l- -1-1-1- -t-1-j r- 1--l +-- -I .J.--1 - +-I-+ 

- 1-t r- -t 1- 1- 1-1 T -1 t-1- 11---1 r- 1---1 t- -j t-1- li-t 

- 11 I T 1- 1- 1- 1 T - 1 Tl- Tll r-11 I I 11- Ill 

- -- - - - - - - -- -- f- - - --- -- 

_ I_!_ I _ _!__ 1_1 - 1_1 _I__ _I _!_I _ _!_I _ 

--- -- - -- 

- li L _j_ 1- 1 - 1- 1 _j_ - 1 -l--1 - -l--1--J - 1-l L -l L 1- L IJ 

- 1+ f-- + 1- 1- 1- 1 + - 1 +I- +14 - 1-i +-- -I +--1- +-I-+ 

- 1-r I I 1- 1- I- ll -1 Tl- Tll - 11 I I 1 1- I ll 

I I I I I I I I I I I I I I I I I I I I I I I I

Appendix 6.6 



• Without pumping downwards (without lower rubber disks), 2003-09-08 

• Without pumping upwards (without lower rubber disks), 2003-09-08 

• Without pumping (L = 2 m, dl = 0.5 m), 2003-09-08 - 2003-09-10 

• With pumping (drawdown = 2.5 m, L = 0.5 m, dl = 0.1 m), 2003-09-11 - 2003-09-16 

• With pumping (drawdown = 5 m, L = 0.5 m, dl = 0.1 m), 2003-09-17 - 2003-09-19 

• With pumping downwards (without lower rubber disks, drawdown = 5 m), 2003-09-2 

• With pumping upwards (without lower rubber disks, drawdown = 5 m), 2003-09-22 

• During hydraulic crosshole interference test, 2004-04-13- 2004-04-14 

• During hydraulic crosshole interference test, 2004-05-12 - 2004-05-13 

0 

50 

100 

150 

200 

E' 2so 

- 

-1 --1 U U _ _ L _j _j _l IJ l_l 

- 1 I 11 11 - - I I I I 11 11 

- 1 -I- H l---1- - - +-- -i -i -+ 1--1- 1-t- 

- 1 ] [I I] = = [ =:J J I I] II 

350 

400 

450 

500 

0.01 0.1 1 10 


Appendix 6.7 

Olkiluoto, Borehole KR 14 


• Without pumping downwards (without lower rubber disks), 2003-09-08 

• Without pumping upwards (without lower rubber disks), 2003-09-08 

• Without pumping (L = 2 m, dl = 0.5 m), 2003-09-08 - 2003-09-10 

• With pumping (drawdown = 2.5 m, L = 0.5 m, dl = 0.1 m), 2003-09-11 - 2003-09-16 

• With pumping (drawdown = 5 m, L = 0.5 m, dl = 0.1 m), 2003-09-17 - 2003-09-19 

• With pumping downwards (without lower rubber disks, drawdown = 5 m), 2003-09-2 

• With pumping upwards (without lower rubber disks, drawdown = 5 m), 2003-09-22 



0 

50 

100 

150 

200 

-+- - - 1 - 

_ _L_ - _ I - 

- .c. 

E' 2so 

..... 

a. 

Q) 

0 300 

_j 

---+ 

350 J 

I 

400 

450 

---+ 

J 

_j 

500 

550 

5 6 7 8 9 10 11 12 

Temperature (°C)




2003-09-18 - 2003-09-22 

0.30 

0.20 

0.10 

0.00 



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0 300 600 900 1200 1500 1800 2100 2400 2700 3000 




2003-09-18 - 2003-09-22 


0 

0 

1.() 

N _... 

0.90 

0.85 

0.80 

0.75 

0.70 



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----- With pumping (drawdown = 2.5 m, L=2 m, dl=0.5 m), 2002-10-30-2002-10-31 

----- With pumping (drawdown = 6.5 m- 7 m, L=0.5 m, dl=0.1 m), 2002-10-31-2002-11-05 




flow along the borehole, 2004-04-19 - 2004-04-20 


40 

41 

42 

43 

44 

45 

46 

47 

48 

-49 

E 

-:5 50 

c. 

Q) 

0 51 

52 

53 

54 

55 

56 

57 

58 

59 

60 



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----- With pumping (drawdown = 6.5 m- 7 m, L=0.5 m, dl=0.1 m}, 2002-10-31 -2002-11-05 






60 

61 

62 

63 

64 

65 

66 

67 

68 

-69 

E 

- £ 70 

0. 

Q) 

0 71 

72 

73 

74 

75 

76 

77 

78 

79 

80 



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62.6 

66.5 

67.3 

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----- With pumping (drawdown = 2.5 m, L=2 m, dl=0.5 m}, 2002-10-30-2002-10-31 

----- With pumping (drawdown = 6.5 m- 7 m, L=0.5 m, dl=0.1 m), 2002-10-31 -2002-11-05 




flow along the borehole, 2004-04-19-2004-04-20 


80 

81 

82 


80.8 

82.4 

83 

84 

85 

86 

87 

88 

'E 89 

- 90 

90.2 

91 

91 .3 

92 

93 

93.3 

94 

95 

96 

97 

98 

99 

97.1 

98.1 

99.5 

100 

"oo 



10 100 1000 10000 100000 












100 

101 

102 


101 7 

103 

104 

105 

106 

107 

108 

E 

109 

- £ 110 

a. 

Q) 

0 111 

112 

109.3 

112.1 

113 

114 

115 

116 

117 

118 

119 

120 


\v \Qv \()Qv 10 100 1000 10000 100000 



---------------------------------------------------------------- -- -- 




----- With pumping (drawdown = 2.5 m, L=2 m, dL=0.5 m), 2002-10-30-2002-10-31 

----- With pumping (drawdown = 6.5 m- 7 m, L=0.5 m, dL=0.1 m), 2002-10-31 - 2002-11-05 

----- Without pumping (L=2 m, dL=0.25 m), 2004-03-03- 2004-03-04 

During hydraulic crosshole interference test (L=2 m, dL=0.25 m), 2004-04-15-2004-04-16 




120 

121 

122 

123 

124 

125 

126 

127 

128 

E 129 

- £ 130 

a. 

Q,) 

Cl 131 

132 

133 

134 

135 

136 

137 

138 

139 

140 


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\v \Ov \OOv 10 100 1000 10000 100000 













140 


141 

142 

143 

144 

145 

146 

147 

148 

149 

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152 

147.9 

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153 

154 

155 

156 

157 

158 

159 

160 

\00 \000 noOO ooOO noOO 

\v \0 \OQv 10 100 1000 10000 100000 






With pumping (drawdown = 2.5 m, L=2 m, dl=0.5 m), 2002-10-30-2002-10-31 

With pumping (drawdown = 6.5 m -7 m, L=0.5 m, dl=0.1 m), 2002-10-31-2002-11 -05 


During hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-04-15-2004-04-16 




160 

161 

162 

163 

164 

165 

166 

167 

168 

'E 169 

- £ 170 

c.. 

Q) 

0 171 

172 

173 

174 

175 

176 

177 

178 

179 

180 

..&. Fracture specific flow (into the hole) 

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----- With pumping (drawdown = 6.5 m -7 m, L=0.5 m, dl=0.1 m), 2002-10-31-2002-11-05 






180 

181 

182 

183 

184 

185 

186 

187 

188 

- 189 

E 

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190 

-a. 

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0 191 

192 

193 

194 

195 

196 

197 

198 

199 

200 

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Appendix 7 .1. 9 










200 

201 

202 

203 

204 

205 

206 

207 

208 

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- :5 210 

a. 

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0 211 

212 

213 

214 

215 

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217 

218 

219 

220 


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----- Without pumping (L=2 m, dl=0.25 m), 2004-03-03 - 2004-03-04 



flow along the borehole, 2004-04-19- 2004-04-20 


220 

221 

222 

223 

224 

225 

226 

227 

228 

-229 

E 

- £ 230 

a. 

Q) 

0 231 

232 

233 

234 

235 

236 

237 

238 

239 

240 


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- 

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With pumping (drawdown = 2.5 m, L=2 m, dl=0.5 m}, 2002-10-30-2002-10-31 

With pumping (drawdown = 6.5 m -7 m, L=0.5 m, dl=0.1 m}, 2002-10-31-2002-11-05 






240 

241 

242 

243 

244 

245 

246 

247 

248 

-249 

E 

- :5 250 

a. 

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0 251 

252 

253 

254 

255 

256 

257 

258 

259 

260 


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Without pumping (L=2 m, dl=0.25 m), 2004-03-03 - 2004-03-04 





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With pumping (drawdown = 6.5 m- 7 m, L=0.5 m, dL=0.1 m), 2002-10-31 - 2002-11-05 

Without pumping (L=2 m, dL=0.25 m), 2004-03-03- 2004-03-04 

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Appendix 7.2 



(L = 0.5 m, dl = 0.1 m) 

Fresh water head1 in the borehole with pumping, 2002-10-31-2002-11-05 

(Fresh water head1 was calculated on the basis of borehole EC) 

Fresh water headO in the borehole before pumping, 2002-10-30 

(Fresh water headO was calculated on the basis of borehole EC) 

+ Transmissivity of fracture Tt 

- E .._ 

..... 

0 

50 

100 

150 

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.c. 250 

a. 

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300 

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FWH 0 (masl) =Fresh water head in the borehole before pumping (meter above sea level) 2002-10-30 




Flow2(ml/h) =Flow from the fracture to the borehole with pumping, 2002-10-30-2002-10-31, FWH 2 was not measured 


FWH 3 (masl) =Fresh water head in the borehole with pumping (meter above sea level), drawdown 7.2 m 



FWH 4 (masl) = Fresh water head in the borehole without pumping (meter above sea level), during hydraulic crosshole interference test (borehole KR24 was pumped) 

Flow4(ml/h) =Flow from the fracture to the borehole without pumping, during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-04-15-2004-04-16 


FWH 5 (masl) = Fresh water head in the borehole without pumping (meter above sea level), during hydraulic crosshole interference test (borehole KR24 was pumped) 

Flow5(ml/h) = Flow from the fracture to the borehole without pumping, during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-05-17 - 2004-05-18 


T 3 (m 2 /s) = Calculated transmissivity of the fracture (between fwhO and fwh1) 

Depth FWH 0 

(m) (masl) ** 

41.4 5.27 

44.5 5.27 

46.3 5.27 

47.1 5.28 

49.1 5.28 

55.5 5.28 

58.2 5.28 

59.4 5.28 

60.7 5.28 

62.2 5.28 

Q1 

FWH 1 Flow1 l~w~r 

(masl) (ml/h) *** Limit 

Pract 

(ml/h) 

6.10 - 30 

6.10 1480 30 

6.19 2500 30 

6.23 - 30 

6.28 215 30 

6.25 - 30 

6.25 - 30 

6.26 - 30 

6.25 75 30 

6.24 - 30 


(ml/h) 

14300 

15900 

1300 

620 

Q2 

Q3 

10 .w~r FWH 3 Flow3 l~w~r 

L1m1t 

Pract 

(m I) (ml/h) ** L1m1t 

as Pract 

(ml/h) 

(ml/h) 

200 -1.15 840 100 

200 -1 .15 32400 100 

200 -1 .14 38300 100 

200 -1 .14 1200 100 

200 -1 .14 2500 100 

200 -1 .14 250 100 

200 -1 .14 190 100 

200 -1.13 1000 100 

200 -1 .13 650 100 

200 -1 .13 680 100 

FWH4 

(masl) 

5.32 

5.32 

5.39 

5.52 

5.49 

5.44 

5.30 

5.28 

5.26 

5.28 


(ml/h) 

4250 

8550 

820 

260 

Q4 

l~w~r FWH 5 

L1m1t 

Pract 

( I) 

mas 

(ml/h) 

80 5.06 

80 5.06 

80 5.05 

80 5.04 

80 5.09 

80 5.05 

80 5.04 

80 5.03 

80 5.02 

80 5.02 

Q5 

lower 

Limit 

T 3 (m 2 /s) 

Pract 

(mllh) 

- 80 3.59E-08 

FlowS 

(ml/h) 

4600 80 1.39E-06 

8680 80 1.64E-06 

- 80 5.14E-08 

680 80 1.07E-07 

- 80 1.07E-08 

- 80 8.13E-09 

- 80 4.29E-08 

200 80 2.79E-08 

- 80 2.91E-08


Depth FWH 0 

(m) (masl) ** 

66.5 5.28 

67.3 5.29 

71 .1 5.29 

76.2 5.29 

77.9 5.29 

78.9 5.29 

80.8 5.29 

82.4 5.29 

83.9 5.29 

84.6 5.29 

88.5 5.29 

90.2 5.29 

91.3 5.29 

91.9 5.29 

93.3 5.30 

97.1 5.30 

98.1 5.30 

99.5 5.30 

101.7 5.30 

105.9 5.31 

109.3 5.32 

112.1 5.32 

121 .7 5.32 

146.1 5.34 

147.9 5.48 

150.1 5.63 

151 .7 5.69 

179.9 6.02 

391.4 6.91 

424.6 7.30 

425.4 7.32 

434.8 7.46 

Q1 

FWH 1 Flow1 l~w~r 

(masl) (mllh) *** Limit 

Pract 

(mllh) 

6.22 330 30 

6.22 50 30 

6.23 20 30 

6.20 - 30 

6.19 360 30 

6.22 - 30 

6.20 50 30 

6.19 100 30 

6.20 - 30 

6.19 - 30 

6.17 - 30 

6.17 75 30 

6.18 25 30 

6.16 - 30 

6.15 - 30 

6.14 830 30 

6.13 - 30 

6.14 - 30 

6.13 3120 30 

6.11 - 30 

6.11 95 30 

6.10 38300 30 

6.10 - 30 

6.02 - 30 

6.02 -29900 30 

6.02 - 30 

6.00 - 50 

6.02 - 50 

6.91 -16500 400 

7.30 - 400 

7.32 1200 400 

7.46 600 400 


(ml/h) 

1400 

240 

2050 

650 

1500 

290 

280 

1100 

0 

0 

245 

11600 

300 

1800 

37950 

400 

22000 

238000 

600 

0 

195800 

11000 

400 

37300 

20000 

2500 

Q2 

lower 

Limit 

Pract 

(ml/h) 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

200 

300 

300 

Q3 

FWH 3 Flow3 lower 

(masl) (ml/h) ** Limit 

Pract 

(ml/h) 

-1.12 

-1 .13 

-1.12 

-1.22 

-1 .11 

-1 .12 

-1.11 

-1 .10 

-1.10 

-1 .11 

-1 .10 

-1 .10 

-1 .10 

-1 .10 

-1 .09 

-1 .07 

-1 .07 

-1 .07 

-1 .02 

-1 .02 

-0.99 

-1 .16 

-0.50 

-0.43 

-0.73 

-0.22 

-0.23 

-0.03 

0.99 

1.40 

1.44 

1.50 

2540 

590 

240 

250 

4400 

220 

900 

1700 

240 

260 

420 

1350 

650 

170 

360 

25000 

790 

2600 

86000 

560 

46000 

295000 

800 

200 

253200 

190 

21000 

400 

186000 

2100 

42000 

3600 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

100 

80 

80 

80 

40 

FWH4 

(masl) 

5.47 

5.40 

5.22 

5.21 

5.21 

5.15 

5.18 

5.20 

5.23 

5.26 

5.22 

5.15 

5.16 

5.16 

5.20 

5.30 

5.14 

5.11 

5.14 

5.31 

5.10 

5.22 

5.33 

5.04 

5.03 

5.10 

5.29 

5.06 

6.19 

6.62 

6.64 

6.76 


(ml/h) 

830 

190 

100 

1100 

240 

440 

410 

170 

0 

0 

2680 

0 

0 

13000 

0 

600 

93400 

0 

0 

-81700 

-1480 

0 

-3000 

4300 

1100 

Q4 

lower 

Limit 

Pract 

(ml/h) 

80 

80 

80 

80 

80 

80 

80 

80 

80 

80 

80 

80 

80 

80 

80 

80 

80 

80 

80 

80 

80 

80 

80 

30 

30 

30 

30 

30 

60 

600 

600 

500 

FWH 5 

(masl) 


(ml/h) 

4.99 710 

4.98 120 

4.96 50 

4.94 

4.93 900 

4.95 0 

4.96 170 

4.93 345 

4.92 

4.92 

4.95 

4.93 330 

4.92 130 

4.92 0 

4.91 0 

4.90 2650 

4.88 0 

4.87 0 

4.87 12100 

4.84 0 

4.83 530 

4.81 83300 

5.10 0 

4.79 0 

4.75 -78600 

4.75 

4.76 -1550 

4.76 0 

5.59 -9200 

6.00 

6.00 4000 

6.11 1000 

* Uncertain fracture. The flow rate is less than 30 mUh or the flow anomalies are overlapping or they are unclear because of noise. 

** FWH 0 and FWH 3 were calculated on the basis of measured borehole EC as described in report: Pollanen, J. 2001 . 

Density and pressure of water in deep boreholes. Helsinki, Finland: Posiva Oy. Working Report 2002-17. 

***Flow 1 was not used for calculations, because it was measured 1 1/2 years later than flow 1. 

Water level in the borehole was different level than earlier. 

**** Transmissivities were calculated using Flow 3, FWH 0 and FWH 3 

Q5 

lower 

Limit 

Pract 

(ml/h) 

80 

80 

60 

60 

60 

60 

60 

60 

60 

60 

60 

60 

60 

60 

60 

60 

60 

60 

60 

60 

60 

60 

60 

30 

30 

30 

30 

30 

30 

30 

600 

600 

T 3 (m 2 /s) 

1.09E-07 

2.52E-08 

1.03E-08 

1.06E-08 

1.89E-07 

9.43E-09 

3.86E-08 

7.31E-08 

1.03E-08 

1.12E-08 

1.81 E-08 

5.80E-08 

2.79E-08 

7.31E-09 

1.55E-08 

1.08E-06 

3.41 E-08 

1.12E-07 

3.74E-06 

2.43E-08 

2.00E-06 

1.25E-05 

3.78E-08 

9.52E-09 

1.12E-05 

8.92E-09 

9.75E-07 

1.82E-08 

8.63E-06 

9.78E-08 

1.96E-06 

1.66E-07

Appendix 7.4 





Fresh water head (masl) = Head- Corrections for water temperature and compressibility 



• Without pumping, 2004-03-03 - 2004-03-04 


• During hydraulic crosshole interference test, flow along the borehole, 2004-04-19- 2004-04-20 


0 

I l l ~~ L l ~ ~ L l ~ ~ Ll~ ~ Ll l ~ I~ L ~ ~~ 

IT I ~ -J r ll ~ r iT I riT ~ r l T ~ 1 r 1 1~ 

150 ~~---+-----r----~----+---~~---+--~~~--~----+---~ 

Il l ~~ L l ~ ~ Ll~ ~ Ll~ ~ Ll l ~ I~ L ~ ~ ~ 

I ! I=! ~ !: I ! ~ !:= I ! ~ ~ I ! :::! ~ I ! =! I~ !: ! I ~ J;i 

I L IJ ~ L l ~ ~ L l ~ ~ L l ~ J Ll L J I~ L ~ ~~ ~ 

.r:; 

+-' 

c. 

Q) 

0 250 ~~~++~~~+++4~~~+++4~~~++~~~+++4~~~+++4~ 

300 

350 

400 

I T 11 I I ll I 11 T I 1 1 T I 1 1 T I 1 I I 11 I T 11 I T 11 I T 11 I 

- - ------ - ------ - ---------- - - 

1 + I-I- ---.j -l-- 1-+ ---.j t-- 1 -t- -f t---1 +- --1- t---1 +- -I- J---.j -l- -+ J---.j +-- -t- I t- -t- 1--1- t- + I-I- I 

I T 11 - 1 I ll I I I T I 1 1 T I 1 1 T I 1 I I 1 I T I I T 11 I T 11 I 

I +1-1- -1 -l-- 1+ ~t-I-t- -f t-I-t- --1- t---1 +--I- I~ -l- --l-1~ +-- -t-1 

I I !J =I I ll J [ II J [ I I J [ I I J I~ I } I] [ I l_ [ I !J [ I !J I 

I + 1-+ -1 +- I+ ---1 +- I + -t 1--1 + --t H + -+ 1-1 +- + H +-- + 1---t 1-- + 1-+ 1-- + 1-+ I 

I l l ~ _ I L l ~~ Ll ~ ~ Ll l ~ Ll l ~ I~ L ~ ~ ~ L ~~~ 

I + 1-+ -1 +- I + ---1 t- 1 + -t 1--1 + --t H +- -+ 1-1 t- + 1---1 +-- + 1-t 

l i iJ =I I li J [ il J [ !I J [ I I J I] I } I] [ l l- 

450 

-2 

-1 0 1 2 3 4 5 


6 7 8

-------------------------- - -- 

Appendix 7.5 



----- Without pumping, during borehole EC, 2002-10-30 

----- With pumping, 2002-10-30-2002-10-31 

----- With pumping, 2002-10-31 - 2002-11-05 

----- With pumping, during borehole EC, 2002-11-06 

----- Without pumping , 2004-03-03 - 2004-03-04 


----- During hydraulic crosshole interference test, flow along the borehole, 2004-04-19 - 2004-04-20 


104 

-ro 

a.. 103 

~ 

102 

~ 

::::::1 

(/) 101 

(/) 

Q) 

L.. 100 

c.. 

L.. 

99 

~ 

98 

-c;; 

5 

ro 

E 

7 

6 

4 

-(i) 3 

> 

~ 2 

L.. 

Q) 

1 

- ~ 0 

-1 

-2 

60 

- 55 

-~ 50 

.€ 45 

~ 40 

2 35 

~ 30 

C> 25 

c: 

c.. 20 

E 15 

::::::1 10 

a.. 5 

0 

--nl rr 

-~~I iT 

--- 

_JJIU 

---1-j 11+ 

-m I 

- hll 

-I- 

-r--: 

-~I 

-~I 

-ml 

Ill 

I h T 

IT IITII 

I 'I 11111 11111 11111 IT111 I '11 

r- I - '' - - - - - - - r- 

I fl j_ l_l .lll..ll ll..llll_ .llill illll _I f-1-1 

I ~ -+ 11-t 11-l-+1 -l-+11-1- 11.1-f-1 .1-f-11-1- 11 ~ 1 

l H t lit I lit I it lit llttl ttllt 11 ~ 1 

I 1 T IT IITII ITTIIT ·11TT1 TTIIT -1 ITI 

- - - - -- - - - t- 

-' _;_ ...:.. - - · .:... - - .:... r- 

I J j_ 11- lll..ll [l..llll. .llill lllll -1 f.l-1 

I ~ + 11+ I I++ I ++11+ 11++1 ++11+ 11 f+l 

I 1 .! Jr !In! ltrllr ·1 Lttl ttJit -1 

rtl 

I I T 11 11111 11111 11111 11111 I 11 





'V 

'V 

With pumping (drawdown = 2.5 m, L=2 m, dl=0.5 m), 2002-10-30- 2002-10-31 







0 

50 

100 

- E ......... 

-I -1-11 lln -T-I-ll 

= J =I= I~ Ll :u l = ~ =I =I J u - L _J _j j_ IJ l_l 

- -t -1- 11 11 tl - - T -1 -1 -t H - t- I -J T 11 1-t 

200 ~--------------~----------~~~----------~ 

_ _l _ I _ I _j L I 1J _ _ l_ _I _I _l U L.....loV' ~---- L _j _j l_ I _l ll_ 

- -t -1-1---l t-1 t-l - - + -1 -1 -t Hv - t- ---1 -i + 1-t I+ 

= J =1=1] [ID== I =1=1] 0 I I J J li]II 

300 ~------------~ 1----------~~--------~ 

- .J_ _j -l -1- I-I. I -1- 

- I I I 11111 

450 

500 

0.01 0.1 1 10 






v without pumping (downwards), 2002-10-30 

A without pumping (upwards), 2002-10-30 

v With pumping (downwards, drawdown = 6.5 m- 7 m), 2002-11-06 

A With pumping (upwards, drawdown = 6.5 m - 7 m), 2002-11-06 


+ Time series of fracture specific water, 2002-10-31 - 2002-11-05 

+ Last in time series, fracture specific water, 2002-10-31 - 2002-11-05 

0 

h - - t- -j ---1 -t 1-t 1-t- 

1] = = [ J J I I] II 

H - - t- ---1 ---1 + 1-+ I+ 

- 

E 

- J -1-1~ LIU- L ~ ~ ~IJI~ 

- I - 1- 1---1 11 ti - I - 1 - 1 I H H - I ---1 ---1 I 1--t 11 

200 ~------------~,_~-----------+~----------~ 

_ ~ _ 1_1~ LIU _ ~ _l_l~ U U _ L ~ ~ ~~~~~ 

--+ - 1- 1---l t-lti- 

300 

350 

450 

500 

0.01 0.1 1 10 


Appendix 7.7 




"V without pumping (downwards), 2002-10-30 

.o. without pumping (upwards), 2002-10-30 

"V With pumping (downwards, drawdown = 6.5 m- 7 m), 2002-11-06 

..o. With pumping (upwards, drawdown = 6.5 m - 7 m), 2002-11-06 


+ Time series of fracture specific water, 2002-10-31-2002-11-05 

+ Last in time series, fracture specific water, 2002-10-31 -2002-11-05 

0 

50 

100 

150 

200 

-...._ 

E 

£ 250 

a. 

(J) 

0 

300 

1- 1 -1 L _ I_J 

1-1 I r -11 

1- --i -+ t- 1- --j + t- 1- 

- ] I [ I= J I [I= 

350 

400 

450 

500 

5 6 7 8 9 10 11 

Temperature {°C)




2002-10-31 - 2002-11-05 



0.30 

- - : - - ~ - - - - I - - - - 

~ 

\ 

~~ I 

' I 

I 

I 

------------ 

__ _ _ 1 ____ I_ _ _ _ _ ___ I ____ I ___ _ 

I 

I 

- - - - -:~__ ._,_ _,.~~~..:....~~~~~""""-~· ""~ :.. ~~ 96~S lrfl- -:- - - - :- - - - 

I I I 

I 

- - - - 1 - - - - 1- - - - 

- - -- J - - -_I_--- 

___ _1 

____ 1 ___ _ 

I 

I 

------------ 

I 

____ 1 ____ I ___ _ 

-(.) 

0 

LO 

N 

-E 

-en 

-~ 

·s; 

~ 

(..) 

::J 

"'0 

c 

0 

(..) 

(..) 

'i:: 

-(..) 

~ 

UJ 

0.20 

0.10 

~ ...... +-·-· 7101 53m I 

_}-~~~~~~~~~~~~~~~~~~~~~·~~~~~~~~ __ : 109.13m -: I ____ :- I __ _ 

I 

I 

- 

I I I I 

- ------------ ------------ 

1 1 

I 

------- - ---- 

I 

I 

------------ 

- - - - -i - - - -1- - - - 

- - - -1 - - - - 1- - - - 

I 

- ---I---- ~ ---- --- -~ --- - ~ ---- - - - - - - - 

I 

- 1- - - - - - - 

I 

-1 - - - - 

I 

1- - - - 

0.00 


0 300 600 900 1200 





2002-1 0-31 - 2002-11-05 

1.00 



0.90 

53m I 

0.80 

,......:" 

-u 

0 

1.() 

~ 

-E 

0.70 

-(j) 

-~ 

·s: 

~ 

(.) 

:::J 

"C 

c 

0 

(.) 

(.) 

·c 

-(.) 

Q) 

UJ 

0.60 

I I • • I I I I 

.~~-:::.Y::::~--::::"t:':~:-....z~~:-;;.._;..t ....::.\~:,:.:~.:.:~'"~-}~+,..:.,~:!:"!..: ~ ~::::.:.-':..~:·· .-.:-:..1-147. '3m 

I 

I 

0.50 

0.40 

0.30 

I I I I I I I 

I 

0 300 600 900 


1200


2.00 



2002-10-31 - 2002-11-05 



1.90 

1.80 

! 

~ ·4~4. ~~m 

I 

1.70 

-(.) 

0 

LO 

C'\1 

- E 

1.60 

-(f) 

-~ 

·s; 1.50 

~ 

(.) 

::J 

"'C 

c: 

0 

(.) 

(.) 

·;:: 

-(.) 

Q) 

UJ 

1.40 

- 

~390. ~3m 

I 

1.30 

1.20 

1.10 

1.00 

I I I I 

I 

I 

I 

I 

0 300 600 900 


1200

- 

- 




----- With pumping (Drawdown 2.7 m, L=2 m, dl=0.5 m), 2003-05-05. 

----- With pumping (Drawdown 2.7 m, L=0.5 m, dl=0.1 m), 2003-05-06 


During hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-04-20 


----- After hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-06-10 

-.._ 

E 

.r:. 

-a. 

Q) 

0 


5 I- r- I- - - ...- 1-- -- r- - I- - - r- - - 

6 

I- - - r- -- 

1-- -- ...- I- - -\ r- - - 

- 1-- -- r- -- 

7 

I- r- -- 

1-- - - r- -- 

I- - - 

I= 

r- - - 

- 1-- - - - r- -- 

8 

I- - r- -- 

I- - r- -- 

1-- - > = r- -- 

- I- - r- -- 

9 

I- r- -- 

1-- - ...- - - 

I- r- -- 

- 1-- - 1= 

r- -- 

10 

11 

12 

13 

14 

•= 

1-- - 

r- -- 

I- - r- -- 

1-- - r- -- 

- I- - r- -- 

1-- - r- -- 

1-- - r- -- 

I- - r- -- 

- 1-- - r- -- 

t- - r- -- 

I- r- -- 

t- - r- -- 

- I- - r- -- 

I- - 

r- -- 

t- - r- -- 

I- - )= 

r- -- 

- t- - r- -- 

- 1-- - 

, = 

r- -- 

I- - r- -- 

1-- - r- -- 

- t- - 

15 

\= r- -- 

I- - 1 

r- -- 

1-- - r- 

) = 

-- 

I- r- -- 

- t- - j- r- -- 

16 t- - ~ - r- -- 

I- - r- -- 

1-- r- -- 

- I- - 

17 

\.= r- -- 

I- ~-- r- -- 

I- - r- -- 

~ ~ r- -- 

~ 

- ~- - r- -- 

18 

t- r- -- 

,...-- r- -- 

,__ - ~ 

r- -- 

- - r- - 

19 

---- -- r- - r- --- -- r- ..... - --- - --:)- =t -- - - r- r- - - - 

20 

21 

22 

23 

24 

25 

~~ 

- - 1--\..- - - -- r- - - 

,...-- - r- r - 

- - - 1~ 1 - ... ~ ..... = 

- - - 

21.1 

- L= ..k-..... -/ - - -- - - 

- - - - 

/~ 

- --- 

22.2 

- '--- 

- 1- _, 

_.__ 

---~~ ~ · --- 

¥ 1: 

--- 

If= ~ 

- ,...-- --- 

- t- --- 

,...-- - fl. r~ - 

- 1- £ - 

--- 

--- 

- 1- --- 

- t- _:I 1:- ~ - 

- 1- 

ll:__ ~ 

=• 


23.0 

--- 

23.4 

- - 

24.5 

1- - --- 

t- 

- - --- 

- 1- ~ ~-=- - - --- 

I 11111 I 1111111 I 111111 I 111111 11111111 I 1111111 

'\ '\()() '\()()() ()Q()Q ()Q()Q ()Q()Q 

'\ '\


Olkiluoto, borehole KR22B 


----- With pumping (Drawdown 2.7 m, L=2 m, dl=0.5 m), 2003-05-05. 





----- After hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-06-10 

25 

26 

27 

28 

29 

30 

31 

32 

33 

-34 

E ._ 

:5 35 

c.. 

Q) 

0 36 

37 

38 

39 

40 

41 

42 

43 

44 

45 


-- 

-- 

-- 

-- 

-- 

- - 

-- 

-- 

-- 

-- 

-- 

-- 

-- 

- - ~- --· _...., ~ - 

= ~ ;= = 

-- 

-- 

-- 

--- IJ: - 

-- 

-- 

-- ~- 

....... 

==-==l~l. ....: ~llii--_=~ 

-- + ./' - 

-- 

-- )= = 

-- 

--- -tpl-~ 

-- - -~ ---.- - - 

== =~ - - ~- .. k 

-- - - Ar~ 7'" 1 

== _ {c:~ - 

== = = - \f ~ t = 

-- 

== = o=~ =~ 1 - 

-- -=t= ~ - 

-- - - I- -\.1 

== = = ~ W:. IIW 

-- 

-- 

-- 

-- 

-- 

-- 

-- 

-- 

f-- 

= = ~__.:=I,.._M-i_ - 

- - ~- [1 - 

-t-- 

-1--- 

-t-- 

-- 

-- - L.. _..,..t H - - - 

-- 

-- 

-- = = ~ ~ ~ - 

-- - r'" I 

-- 

-- 

-- 

-- 

-- 

- -~}'-= \= 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

-- = =~ ~ 

i- - 

i- - - 

,-- - 

,-- - 

i- - - 

i- - - 

,-- - - 

,-- - - 

i- - - 

i- - - 

--- 

,-- - 

,-- - 

'- - - 

,-- - - 

,-- - 

'- - - 

i- - - 

'-- - - 

i- - - 

i- - - 

r- - - 

i- - - 

'-- - - 

i- - - 

r- - - 

i- ,-- - - 

r- - - 

i- - - 

i- - - 

,__ - - 

i- i- - - 

r- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - 

i- - - 

i- - - 

i- - - 

i- - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- i- - - 

i- - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - 

i- - - 

i- - - 

i- - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- - - 

i- i- - - 

I 1 1 111 11 I 11 11 111 I 11 11111 11111111 11 1 11111 I lll lll l 


\v \Ov \00 



25.7 

27.8 

28.7 

~ 

34.2 

35.1 

~ 

37.5 

~ 

38.7 

39.2 

41 .1 

10 100 1000 10000 100000 


Appendix 8.2 


Plotted transmissivity of detected fractures 

(L = 0.5 m, dl = 0.1 m) 

- - -+ - - Water level 0 (without pumping), 2003-05-05 

- - -+ - - Water level1 (with pumping), 2003-05-06 

- - -+ - - Water level 2 (with pumping), 2003-05-06 

0 

- ---- 

- ---- 

- ---- 

- ---- 

+ Transmissivity of fracture (0-1) 

Transmissivity of fracture (0-2) 

- ---- 

- ---- 

- ---- 

- ---- 

- ---- 

- ---- 

- ---- 

- ---- 

- ---- 

- ---- 

- ---- 

- ---- 

- 20 --lf----+--+--+---+---+---t----t-----1 

E - ---, ---- 

-£. 

..... 

c. 

Q) 

0 

-.--- 

- --- ~ --- --+-41 ---- 

~-- ---- ~---- 

---- r>+--- 

= :::; :::: l ~~~~ ~~~~ 

25 --r---- - ~tt-------+--r-~-~r-. _--,_-+-- ~ -~ 

- ---t -+- -- ---- ~ ~- --- 

30 

35 

40 

45 

= ~~~ ~ ~~~~ 1~~ 

- ---+ ---- -~ -- 

l 

- --- -t ---- +- 

- --- 1 ---- T- 

- ---$ ---- -f-- 

- --- ~ ---- 

-r-- 

V 

-+ - ---t ---- 

= ~~~ , ~~~~ 

I 

- --- ~ ---- 

- ---- 

- ---- ---- 

- ---- ---- 

~-- 

---- ~>---- 

---- ~---- 

---- ~r --- 

-- -- >---- 

---- ~--- - 

0 

---- ~ --- 

~ 

---- ~---- 

---- >---- 


___ + ---- 

--- _< - +_- 

---~ ---- 

--.. 

----.--- + 

--- - 

---- t_--- 

--- - ~-- ~-- 

-*-- -.-- 

I 1111111 I 1111111 I 1111111 I 1111111 I 1 11 1111 11 111111 

-1 0 1 2 3 4 5 6 

Water level (masl) 

7 

~

Appendix 8.3 .I 


Borehole: KR22B 







Water Level 0 (masl) = Water level before pumping, 2003-05-05, Flow without pumping was not measured 

Water Level 1 (masl) = Water level during pumping (meter above sea level), 2003-05-06 

Flow1 (ml/h) = Flow from the fracture to the borehole without pumping , 2003-05-06 

Q1 lower Limit Pract (ml/h) =Practical lower limit of measurable flow1 {ml/h) 

Water Level 2 (masl) = Water level during pumping (meter above sea level), 2003-05-06 

Flow2{ml/h) = Flow from the fracture to the borehole with pumping , 2003-05-06 

Q2 lower Limit Pract (mllh) = Practical lower limit of measurable flow2 (ml/h) 

Fresh water head3 (masl) = Fresh water head in the borehole without pumping (meter above sea level), during hydraulic crosshole interference test (borehole KR24 was pumped) 

Flow3{ml/h) = Flow from the fracture to the borehole without pumping, during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-04-20 



Flow4(ml/h) = Flow from the fracture to the borehole without pumping , during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-05-13 


Fresh water headS (masl) = Fresh water head in the borehole without pumping (meter above sea level), after hydraulic crosshole interference test (borehole KR24 was pumped) 

FlowS(ml/h) =Flow from the fracture to the borehole without pumping, after hydraulic crosshole interference test (borehole KR24 was pumped), 2004-06-10 

as lower Limit Pract (mllh) = Practical lower limit of measurable flowS (mllh) 

Transmissivity0-1 {m 2 /s) =Calculated transmissivity of the fracture (between Water leveiO and Water level1) 

Transmissivity0-2 (m 2 /s) = Calculated transmissivity of the fracture (between Water leveiO and Water level2) 

Q3 

Q4 

QS 

Q11ower 

Q21ower Fresh 

Fresh 

Fresh 

Depth of Water Water 

Water 

lower 

lower 

lower Transmis 

Flow1 Limit 

Flow2 Limit water Flow3 

water Flow4 

water FlowS 

fracture LeveiO Level1 

Level2 

Limit 

Limit 

Limit 

(ml/h) Pract 

(ml/h) Pract head3 (ml/h) 

head4 (ml/h) 

headS (ml/h) 

sivi!Y. 0-1 

(m) (masl) (masl) 

(masl) 

Pract 

Pract 

Pract (m /s) 

(mllh) 

(ml/h) (masl) 

(masl) 

(masl) 

(ml/h) (ml/h) (ml/h) 

21 .1 6.02 3.33 1750 30 -0 .13 2410 30 6.35 5870 30 5.87 4300 30 6.03 830 30 1.79E-07 

22.2 6.02 3.33 205 30 -0.13 470 30 6.35 0 30 5.89 0 30 6.04 0 30 2.09E-08 

23.0 6.02 3.33 25 30 -0.13 68 30 6.35 0 30 5.87 0 30 6.06 0 30 2.55E-09 

23.4 6.02 3.33 90 30 -0 .13 165 30 6.34 0 30 5.88 0 30 6.04 0 30 9.19E-09 

24.5 6.02 3.33 17 30 -0.13 59 30 6.33 0 30 5.88 0 30 6.05 0 30 1.74E-09 

25.7 6.02 3.33 65 30 -0.13 157 30 6.31 0 30 5.88 0 30 6.04 0 30 6.64E-09 

27.8 6.02 3.33 305 30 -0.13 205 30 6.2 -60 30 5.88 -30 30 6.04 0 30 3.12E-08 

28.7 6.02 3.33 83 30 -0.13 170 30 6.17 0 30 5.89 0 30 6.04 0 30 8.48E-09 

33.2 6.02 3.33 14 30 -0.13 40 30 6.17 0 30 5.9 0 30 6.04 0 30 1.43E-09 

Transmis 

sivi!Y. 0-2 

(m /s) 

1.08E-07 

2.10E-08 

3.04E-09 

7.37E-09 

2.64E-09 

7.01 E-09 

9.16E-09 

7.59E-09 

1.79E-09

Q4 

Q1 .lo~er Water Q21ower 

Depth of 

Fresh Q31ower Fresh 

Water Water 

Fresh QSiower 

Flow1 L1m1t L Flow2 Limit water Flow3 Limit water Flow4 l~w~r 

fracture LeveiO Level1 

water 

12 

FlowS Limit 

(ml/h) Pract eve (ml/h) Pract head3 (ml/h) Pract head4 (ml/h) L1m1t 

(m) (masl) (masl) 

headS (ml/h) Pract 

(ml/h) (masl) Pract 

(mllh) (masl) (ml/h) (masl) 

(masl) 

(ml/h) 

(ml/h) 

Transmis Transmis 

sivi~ 0-1 sivi~ 0-2 

(m /s) (m /s) 

33.6 6.02 3.33 600 30 -0.13 970 30 6.16 -610 30 5.9 -480 30 6.04 0 30 6.13E-08 4.33E-08 

34.2 6.02 3.33 65 30 -0.13 115 30 6.16 0 30 5.9 0 30 6.05 0 30 6.64E-09 5.14E-09 

35.1 6.02 3.33 140 30 -0.13 216 30 6.15 0 30 5.9 0 30 6.06 0 30 1.43E-08 9.65E-09 

36.7 6.02 3.33 120 30 -0.13 230 30 6.16 -65 30 5.91 -55 30 6.06 0 30 1.23E-08 1.03E-08 

37.5 6.02 3.33 230 30 -0.13 350 30 6.16 -150 30 5.91 -100 30 6.06 0 30 2.35E-08 1.56E-08 

38.0 6.02 3.33 15 30 -0.13 55 30 6.16 0 30 5.9 0 30 6.06 0 30 1.53E-09 2.46E-09 

38.7 6.02 3.33 30 30 -0.13 82 30 6.17 0 30 5.91 0 30 6.06 0 30 3.06E-09 3.66E-09 

39.2 6.02 3.33 335 30 -0.13 660 30 6.16 -450 30 5.92 -380 30 6.06 0 30 3.42E-08 2.95E-08 

41 .1 6.02 3.33 305 30 -0.13 600 30 6.16 0 30 5.92 0 30 6.06 0 30 3.12E-08 2.68E-08 

* Uncertain 

Appendix 8.3.2

Appendix 8.4 





Fresh water head (masl) =Head- Corrections for water temperature and compressibility 



• During hydraulic crosshole interference test, 2004-04-20 



0 

5 

10 

15 

- - 1- - - 1- - - 1- - - 1- 

-------- 

- _ I ___ I ___ I ___ I _ 

I - - -1 - - - 1 - - 

I ___ I ___ I __ 

-1 - - -1 - - - 1 - - 

J::. 

-c. 

Q) 

0 25 

30 

35 

40 

- 1--- 1- - 1- 

- 1--- 1- - ~ - 

-1---1-- - I- - -1- 

=c 

- 1- 

- I_ 

- 1- 

- I-- - 1- -- 1- 

I __ 1 ___ 1_ 

- 1- - - I- - - I- 

- 1- --1- - 1- 

_ I ___ I ___ I _ 

- 1- - 1- 

45 

5 

6 


7

Appendix 8.5 

l 

-CO 

a.. 

~ 

-Q) 



~ 

~ 101 

(/) 

Q) 

~ 

a. 

- - - Water level before pumping, 2003-05-05 

----- With pumping (Drawdown 2.7 m), 2003-05-05 

----- With pumping (Drawdown 2.7 m) , 2003-05-06 

----- With pumping (Drawdown 6.2 m) , 2003-05-06 

----- During hydraulic crosshole interference test, 2004-04-20 


----- After hydraulic cross hole interference test, 2004-06-1 0 

102 

~ 

~ 

100 

7 

6 

-(i) 

5 

CO 

E 4 

-Q) 

> 

Q) 

3 

- 

~ 

Q) 2 

~ 1 

11+1 +11+1 +llt-1 -H 1-H ti lti 

IITI TIITI TIITI TliTl n In 

11111 11111 11111 11111 11111 

-c: 

.E 

0 

-1 

2 

-...J 

-Q) 

-CO 

~ 1 

0> 

c: 

·a. 

E 

::::J 

a.. 

11111 11111 11111 11111 11111 

------ -- 

11111 11111 11111 11 11111 

0

Appendix 8.6 



t:. With pumping (Drawdown 2.7 m) 2003-05-05. 

t:. With pumping (Drawdown 2.7 m), 2003-05-06 

t:. With pumping (Drawdown 6.2 m} , 2003-05-06 

t:. During hydraulic crosshole interference test, 2004-04-20 

t:. During hydraulic crosshole interference test, 2004-05-13 

6 After hydraulic crosshole interference test, 2004-06-10 

0 

5 

10 

15 

_ _l _ l _ l _j LllJ __ l_ _ l _ l_l 1_1 U __ L _j _j l_l_lll_ 

- --+ - 1-1 -l +-1 ~ - - +- -1 - 1 --+ H H - - +- -l ---l +- I-+ 1-l--- 

-~- 1 - lllln- -~-1-11 HH - -1111 1111 

I I I I I I 11 I I I I I I 11 I I I I I I 11 

- - --------------------- 

- --1. - 1-1 __j .1-I.W - - -L- - 1 - 1 --1. W W - - .1- __j __j -L- 1--1. 1--L- 

- -t - 1-1 ----1 t-1 ~ - - t- -1 - 1 -t H H - - t- ----1 -J t- 1----t lt- 

-~-1-1111 11 -- T -1-111-111- -Ill TIIIT 

_ J _ l _ l _j Ll lJ __ l_ _ I _ I J U U __ L _j _j l_ IJ ll_ 

- -+ - 1- 1---1 t-1 t--1 - - + -1 - 1 -+ H H - - +- ---1 --1 + 1-t I+ 

-I - I- ll 11 n -:;: - T -1-11 nIT-- I I I T lilT 

..c. ..... 

c. 

Q) 

0 

25 

35 

40 

45 

I I I I I I I I I I I I I I I I I I I I I 11 

------~---------------- 

---+ - 1- 1-l +-1~ ~ _ t:. -l--- -1-1--+ H H-- +- ---l ---l -l---1--+1+ 

-1- 1- 11 t-1 -- t- -1-11 H H-- t-11 TIIIT 

-~- 1 - I II ITl ~ _ t:.T -1 - 111111--Ill TIIIT 

- J -1-I_J LllJ ~ _ t:. l_ - 1- IJ U U-- L _j _j l_IJil_ 

- --t -1-1---i t-1 ~- - + -J -1 --t H H - - +- --i -1 + 1--t I+ 

t:. 

-~-1-lllln-- T - 1- 111111 - -Ill TIIIT 

0.01 

0.1 1 10 

Electric conductivity (S/m, 25 °C}

---------------- --- - - - - - 

Appendix 8.7 

Olkiluoto, Borehole KR22B 


c. With pumping (Drawdown 2.7 m) 2003-05-05. 

c. With pumping (Drawdown 2.7 m) , 2003-05-06 

c. With pumping (Drawdown 6.2 m), 2003-05-06 

c. During hydraulic crosshole interference test, 2004-04-20 

c. During hydraulic crosshole interference test, 2004-05-13 

6 After hydraulic cross hole interference test, 2004-06-10 

0 

5 

10 

15 

- 20 

E 

-~ 

-a. 

Q) 

0 

25 

30 

35 

40 

45 

I I I I I I 

- r- - - - - - - - 

- r- - 

I 

- I I I 

- r- - ~ - 1- -I- -I- - 1- -1- 

- r- - 

I 

- 

1- -~- - ~ - -~- - ~ - 

- 

I I I 

r- - - - - - - 

- f- - [_ - 1- - 1- - 1- - 1- -1- 

- f- - ~ 

t- 1- - I- -I- - 1- - 1- 

- f- - - 

I I I I 

- f- - L - 

I_ _ I_ _ I _ _ I_ _I_ 

- f- - 

r 

- 1- ~ I- - I- -1- -1- 

- f- - 

1- - 1- - ~ - - -~- - ~- - ~ - 

c. 

- f- - - - - - - - - 

I I I I I b 

.u 

1- -I- -I- 6 - r- - 

- I- -1- -1 - 

- '--- - - 

r 1- - ~ - -~- - - ~- 

6 6 

~ - 

- - - - - - - - - - - -n 

- I I I I 6 

- - - 

I 

-~ - 

~ ~ - 

I I I 6 I 6~ I 

't:.6 

- - - - 

I 1- - ~ - 

_ 6_1_ 

~- 

_ ll. --n l - 

- - - - --- - - - 

I I I I -t- 

- - 

I 

- - - - - - - - - -c.- - ~ - 

- -- [_ - 1- -1- - ll.-1- - ~ - - 1- 

{:> A 

[ 

- - - - 

1- I 

- - I 

- - I - le. 

- - I - 

- - - - - - - - 7r 

_ c.fi - 

I I I 

6 I _1.:_ 

L> 

- -- L - 

I_ _ I_ _ ll._l _ 

- t- - 

_ I_ 

- - - r - 1- -I- - -I- -~- - ~ 1 - 

ll. 6 

I I I I it 

- - - - - - - - - - - -n- - 

Ltt ' - 

I_ I I A I le. _I_ 

- - - - - - tr - 

- - - 1- - 1- -I- - - I- -J.~ - %- I- 

6 6 

- - - 

r -~- -~- - - ~ - -~- - _:-1- 

I_ I I ll. I _i~ _: I 

- - - - - - - 

- - - ~ - 1- - I- - -I- -f- - %- 1- 

A 6 

- - - 

I -~- -~- - -~- - lg- - -~- 

- - - 

- - - I - - 

- t - %1 - 

- - 

I 

I 

- - I 

- -- L - 1- - 1- - 1- -i- AI _ A._ 

- -- r - I- - I- - I- -I~ - 1- 

A 

- - - - 

I I I I I I 

- -- - - - - - - - - - - 

I I I I I I 

I I I I I I 

ll. 

3 3.5 4 4.5 5 5.5 6 

Temperature (°C)




- E 

-~ 

... 

c. 

Q) 

0 

2 

3 

4 

5 

6 

7 

8 

9 

10 

0 11 

12 - - 

13 - - 

14 - - 

With pumping (drawdown = 10 m, L=2 m, dl=0.25 m), 2003-12-11 -2003-12-12 



During hydraulic crosshole interference test, 


During hydraulic crosshole interferenc~ test (L=2 m, dl=0.25 m), 2004-05-05 

After hydraulic cross hole interference test, 2004-06-16 


- - - -- 

- - - - - 

-- 

- - - - - -- 

- - - -- 

- - - -- 

- - -- 

- - - - - -- 

- - - -- 

- - - -- 

- - - -- 

- - - - - -- 

- - -- 

- -- 

- -- 

- - - - - -- 

- - - - - -- 

- -- 

- - - - - -- 

- - - - - -- 

- - - - - -- 

- - - - - - - 

- - - - - -- 

- - - - - -- 

- - - - - - - 

- - - - - -- 

- - - - ,_ -- 

- - - - ~ - - 

- - !- - - 

- - i- -- 

- ~ - - - - - r - - 

- 1- - - !- - - i- - - - - 1- - - 

- i- - - - 1- - - !- - - - - - i- - - 

- !- - - i- - - !- - - - - - i- - - 

- !- - - - 1- - - !- - - - - - i- - - 

- i- - - 1- - - !- - - - - - i- - - 

- !- - - 1- - !- - - - - 1- - - 

- - 

- - 

- - 

15 - - 

16 

17 

18 

19 

20 

- 

- ,....-- 

f-- 

- !--- 

,....-- 

- :- 

!--- 

!--- 

1-- 

- !--- 

- 1-- 

1-- 

- !--- 

- 1-- 

- !--- 

- !--- 

1-- 

- 1-- 

~ ~ =r= - :! 1- - !- - -- 

1- - - !- - - 

lt= 

- 

- ~ 

=~ 

~--~v- r- - - - - ~ 

- - 

R ~- 

=~ - ,... - - - 

- - - 

- - ~ - - - f- - - 

- 1- - f ~ - 

- - 

- ....... ~ ~ ~ 

- - 

.. Lr = - - 

~ l 

I 

~' 

11111 

rJ I 

~~ 

rr= ~ 

=\ = - 

- 

=V= - - 

- ~ - - -- - 

=~ = 

- - - 

- - - 

I 1111111 I 1111111 I 111111 I 111111 I 1111111 

,aa 

,aao ,aaao ,aaaoo,aaaaoo 



17.3 

10 100 1000 10000 100000 





----- With pumping (drawdown = 10 m, L=2 m, dl=0.25 m) , 2003-12-11 -2003-12-12 



During hydraulic crosshole interference test, 



------ After hydraulic cross hole interference test, 2004-06-16 

20 

21 

22 

23 

24 

25 

26 

27 

28 

-29 

........... 

E 

= a. 30 

Q) 

0 31 

32 

33 

34 

35 

36 

37 

38 


=Y= = 

- - - 

-- 

-- 

-- 

-- 

-- 

- - 

-- 

-- 

~ = = 

-- 

r:: - 

--- 

--- 

--- 

--- 

--- ~ = 

== = ~ - 

-- == = ~, J ~ = 

-- 

-- 

-- 

-- = ~ 

-- 

-- -- - 

---- 

---- 

t = 

t- 

-~...==_ - 

--- -:·t= - 

--- 

--- 

--- 

--- -r= - 

--- 

--- 

--- 

-~ r= - 

--- 

:,_'\C: I_ = - 

--- 

- -d?-- _ v _ - 

--- 

~ .-- 

-'- - 

---- ~\- ·~ = 

- - 1- 

---- 

--- - 

---- 

---- 

---- 

-- 

-- - Jff{ -,- 

---- 

---- 

- - -- 

---- 

---- 

---- 

---- 

--- - - - ~ 

-- 

-- 

~~ - _, -- - 

- _, - - 

- - , - - - 

- _, 

-- ~ 

== = I = {.-=- = 

-- ,__, _ - 

-- 1- t- - 

== t= ~ = 

l-- I- - E 

I- - 

1-- I- - i 

I- - 

I- - 

1-- v- 

~ = ~ 

I- 

~ = i 

I- - - 

I- - I 

~ = 1 

I- - - 

I- - - 

-- .C ~ - i - 

== - = ... , ~ =\. = 

-- 

== =· _,_ 

- --- ~ = =) - 

J ...... - - 

-- - ~~- = ~ - I- 1- - 'I 

-- - 1- 

-- - ) - - -.- I- 


28.3 

32 .0 

38.0 

39 

40 

=== l ~ = E= ~ 

-- - ~ I- - - 

I 111111 1 I 11111 11 I 1111 111 I 11111 11 I 111111 I 111111 

,aa 

,aao ,aaao ,aaaao,aaaaao 


39.3 

10 100 1000 10000 100000 







----- During hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-03-30- 2004-03-31 

_ During hydraulic crosshole interference test, 


----- During hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-05-05 


40 



41 

42 

41 .8 

43 

44 

45 

46 

44.8 

47 

48 

47.3 

-49 

E 

- = c. 50 

Q) 

0 51 

52 

53 

51 .6 

54 

55 

56 

57 

58 

59 

60 

'\ 

'\aa 

"aao "aaao "aaaao"aaaaao 


10 100 1000 10000 100000 






----- Without pumping (L=2 m, dl=0.25 m) , 2004-02-25- 2004-02-26 

----- During hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-03-30-2004-03-31 



----- During hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-05-05 


60 

.A_ Fracture specific flow (into the hole) 


61 

62 

63 

63.1 

64 

65 

66 

67 

65.9 

67.2 

68 

-69 

E 

- £ 70 

a. 

Q) 

0 71 

72 

68.4 

73 

74 

75 

76 

77 

78 

79 

73.6 

74.7 

75.6 

77.9 

80 

,oo 



10 100 1000 10000 100000 





----- With pumping (drawdown = 10 m, L=2 m, dl=0.25 m), 2003-12-11 -2003-12-12 







80 

81 



82 

83 83.2 

84 

85 

86 

85.6 

87 

88 

E' 89 89.4 

-~ 

... 

a. 

Q) 

0 

90 

91 

92 

91.6 

93 

93.3 

94 

95 

96 

97 

98 

99 

100 

,oo 

\ooo \oooo ,ooooo,oooooo 


10 100 1000 10000 100000 


Appendix 9.2 



(L = 2.0 m, dl = 0.25 m) 

+ Fracture head 

Head in the borehole without pumping, 2004-02-25 - 2003-02-26 

Head in the borehole with pumping, 2003-12-11 - 2003-12-12 

+ Transmissivity of fracture 

- g 

.r:. .... 

a. 

(]) 

0 

0 

10 

20 

30 

40 

50 

60 

70 

80 

90 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

--- --- 

--- --- 

------ 

--- --- 

--- --- 

--- --- 

--- --- 

--- --- 

--- --- 

--- --- 

------ 

- ---- ---- ... --- 

- ---- ~ - + - 

- 

- 

- ---- -++--- 

- 

____ ..._ __ _ 

- -- - ... 

- 

- +_ -- 

- ----· - 

- 

- 

- 

- 

- ---- ~---- 

- -- + ---- 

- ---- + + --- 

- 

- 

- 

= ~== .~ == 

- -- +- 

- 

- -- ~- 

- -- _.._ 

- 

+ 

I 

- ---- _._-- 

--- --- --- ~ ---- 

--- --- 

------ 

1 QQ --l"Tll I"Tll 1-hlrr-1 lrr-11-rl 

rr ll r+ lrrllrr ll h-lrr l lrl ITT IITT 11-hiTT 11--rl-1 TTITTI 1-f-TI"Tll 1-rl l -nl lrr-1 lr+-lrrlrrl 

11 11111111 11111111 I 1111111 I 1111111 I 1111111 I 1111111 

-2 -1 0 1 2 3 4 5 6 7 8 


9 "~ 'i::)OJ 'i::)co ~ 'i::)tO 'i::) 'i::)~ 

~~ ~t;;j ~t;;j ~t;;j ~t;;j ~t;;j ~t;;j 






ZGround: 15.14 ( masn 

Descriotion of reference deoth: Ground Level 

Descriotion of columns: 


Fresh water head1 (masl) = Fresh water head in the borehole without pumping (meter above sea level) 

Flow1 (ml/h) = Flow from the fracture to the borehole without pumping, 2004-02-2S - 2004-02-26 

Q1 lower Limit Pract (ml/h) =Practical lower limit of measurable flow1 (ml/h) 





Flow3(ml/h) =Flow from the fracture to the borehole without pumping, during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-03-30- 2004-03-31 



Flow4(ml/h) =Flow from the fracture to the borehole without pumping, during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-0S-OS- 2004-0S-OS 


Fresh water headS (masl) = Fresh water head in the borehole without pumping (meter above sea level), afte hydraulic crosshole interference test (borehole KR24 pumping was stopped) 

FlowS(ml/h) = Flow from the fracture to the borehole without pumping, after hydraulic crosshole interference test (borehole KR24 pumping was stopped), 2004-06-16 

QS lower Limit Pract (ml/h) = Practical lower limit of measurable flowS (ml/h) 

Transmissivity1-2 (m2/s) =Calculated transmissivity of the fracture (between fwh1 and fwh2) 

Fracture head 1-2 (m a si) = Calculated fresh water head in the fracture (between fwh 1 and fwh2) 

Q1 Q2 Q3 

Depth of Fresh lower Fresh lower Fresh lower Fresh 

water Flow1 . . water Flow2 . . water Flow3 . . water Flow4 

fra(ctu) re head1 (mllh) PL•m•tt head2 (mllh) PL•m•tt head3 (mllh) PL•m•tt head4 (mllh) 

m rac rac rac 

(masl) (mllh) (masl) (mllh) (mast) (mllh) (masl) 

17.3 

28.3 

32.0 

38.0 

39.3 

41.8 

44.8 

47.3 

51 .6 

63.1 

65.9 

67.2 

68.4 

73.6 

74.7 

75.6 

8.60 1050 30 

8.54 8000 30 

8.52 450 30 

8.52 0 30 

8.51 0 30 

8.50 0 30 

8.48 0 30 

8.48 0 30 

8.48 -45 30 

8.47 0 30 

8.47 0 30 

8.47 0 30 

8.47 0 30 

8.47 0 30 

8.47 0 30 

8.47 0 30 

-1.31 

-1.30 

-1 .30 

-1.30 

-1.29 

-1.31 

-1.30 

-1 .32 

-1 .37 

-1.35 

-1.35 

-1.35 

-1.36 

-1 .37 

-1.36 

515000 200 

121600 200 

540 200 

730 200 

420 200 

2360 200 

660 200 

9830 200 

420 80 

195 80 

230 80 

540 80 

120 80 

740 80 

430 80 

9.20 9700 30 8.69 

9.19 49200 30 8.67 

9.32 5800 30 8.65 

9.49 0 30 8.65 

9.53 0 30 8.64 

9.52 0 30 8.66 

9.49 -500 30 8.65 

9.48 0 30 8.64 

9.48 -2000 30 8.65 

9.33 0 30 8.62 

9.31 0 30 8.62 

9.31 0 30 8.61 

9.31 -70 30 8.61 

9.29 0 30 8.61 

9.29 -290 30 8.61 

9.28 -150 30 8.61 

6200 

41200 

4000 

0 

0 

0 

-810 

0 

-2300 

0 

0 

0 

-35 

-120 

-90 

-50 

Q4 

lower 

Limit 

Pract 

(mllh) 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

Fresh 

water 

headS 

(mast) 

7.68 

7.61 

7.66 

7.62 

7.61 

7.63 

7.63 

7.62 

7.61 

7.63 

7.62 

7.62 

7.63 

7.59 

7.59 

7.59 


(mllh) 

2000 

11800 

630 

0 

0 

0 

-310 

0 

-870 

0 

0 

0 

0 

0 

0 

0 

QS 

lower 

Limit 

Pract 

(mllh) 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

30 

Transmissivity1- Fracture 

2 (m 2 /s) head1-2 

(masl) 

1.41 E-05 

3.39E-06 

1.51E-08 

2.04E-08 

1.18E-08 

6.62E-08 

1.85E-08 

2.77E-07 

1.17E-08 

5.46E-09 

6.43E-09 

1.51E-08 

3.35E-09 

2.07E-08 

1.20E-08 

8.70 

8.56 

8.44 


Comments


Fresh Q 1 Fresh Q 2 Fresh QJ Fresh Q 4 Fresh QS 

Depth of lower lower lower lower lower . . . Fracture 

fracture water Flow1 Limit water Flow2 Limit water Flow3 Limit water Flow4 Limit water FlowS Limit Transm1~S1v1ty1- head 1 _ 2 Comments 

( m ) 

head1 (ml/h) p 

rac 

t head2 (ml/h) P 

rac 


rac 


rac 

t headS (ml/h) P 

rac 

t 2 (m /s) ( 

mas 

I) 

(masl) (ml/h) (masl) (ml/h) (masl) (ml/h) (masl) (ml/h) (masl) (ml/h) 

77.9 8.50 0 30 -1.37 180 80 9.27 0 30 8.60 0 30 7.58 0 30 5.01 E-09 

83.2 8.51 0 30 -1 .39 185 80 9.27 0 30 8.57 0 30 7.64 0 30 5.13E-09 

85.6 8.51 0 30 -1.40 208 80 9.24 0 30 8.56 0 30 7.62 0 30 5.77E-09 

89.4 8.50 0 30 -1 .33 210 80 9.27 -120 30 8.55 0 30 7.64 0 30 5.87E-09 

91 .6 8.49 0 30 -1.31 750 80 9.27 -720 30 8.55 -460 30 7.64 -100 30 2.10E-08 

93.3 8.41 -1000 30 -1.32 28400 80 30 8.55 -43000 30 30 8.30E-07 8.08 


** Flow2 not measured becouse of 10 m drawdown

- - - - - - -----------~----------, 

Appendix 9.4 








-.._ 

E 

~ 

..... 

a. 

Q) 

Cl 

0 

10 

20 

30 

40 

50 

60 

70 

80 

90 

100 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

- 

• With pumping, 2003-12-11 -2003-12-12 

• Without pumping, 2004-02-25-2004-02-26 


• During hydraulic crosshole interference test, flow along the borehole, 2004-03-31 - 2004-04-01 

During hydraulic crosshole interference test, 2004-05-05 


• After hydraulic crosshole interference test, downwards during borehole EC , 2004-06-16 

• After hydraulic crosshole interference test, upwards during borehole EC , 2004-06-16 

_ I_ I_ I_ I_ _ 1_1_1_1_ _ 1_1_1_1 _ _ 1_1_1_1 _ _1_1_1_1 _ _I _I _ I _ I _ 

-t- I 1- 1- - 1- 1-1-1- -1-1_1_1_ -~- - -~- -~-~-1-1 - 

- I -I - I 

,...-- --~- 

- - - - - - - - - - - - - - - - - - - - - - - - - - - ,...--~ ~ 1- 1- - 1- 1-1-1- -I-l-l- - -I- - -1- -1-1-1-1 - -I -I -I --1- 

,...-L L I_ I_ - 

I_ I_ I_ I _ _ l_l_l_ - 

_I_ - 

_ I _ _ l_l_l _ l - 

_I _I _I _j_ 

,..-I I 1- 1- - 1- 1_1_1_ -~-~-~- - -~- - - ~ - 

;-- - - - - - - - - - - - - - - - - - - 

=1= 1 =1~~ -I ~ ~= 

f-f- f- 1- 1- - 1- 1-1-1- -1- 1-1- - -I- - - 1- -1-1-1-1 -I I :----1 - 

_L L I_ I_ - 

I_ I_ I_ I_ _l_l_l_ - 

_I_ - 

_I_ _l_l_l_l~ _I 

-r r 1- 1- ~~- 

- 1_ 1_ 1_1_ -~- ~ - ~ - - -~- - - ~ - 

=1= 1 = 1 ~ ~ -I I I -- - ---- ---- - - - . - ~}- 1- 1- - 1- 1- 1-1- -1- 1-1- - -I- - - 1- -1-1- 1- - -I I .-1 - 

-l- l- 1- 1- - 1- 1- 1-1- -1-1-1- - -1- - - - -1-1- 1- - -1 I 

-, c I= c =~= 

- I= I= I= I= =1=1=1= - =I= - - - - 

-- - - - - - = 1 =1= 1 ~ - =I I 

- - 

-r- r- 1- 1- - 1- 1- 1- 1- - 1-1- 1- - - I- - - - - 1-1-1- - -I I -1 --~ ~- 

= 

-~ ~ 1- 1- - 1- 1- 1-1- - 1-1- 1- - - 1- - - - - 1-1-1- - -I I -I ~ - 

I= I 

- - 

I I 

- - I 

- I 

- I 

- I 

- - I 

- I - I - - - - - - - - I - 1=1 ~ • - I I - I 1- 

- - - - - - - - - - - - - - - - - - - - - - - - 

-~ I 1- 1- 

- 1_ 1_1_ 1_ - ~ - ~ - ~ - - - - ~-~- - -~- ~ - ~ - - -I I -I i - 

-~ ~ 1- 1- - 1- 1-1-1- -1-1-1- - - - 1- 1- - - 1-1-1- - -I I -I ~ - 

=c C C C - I= I= I= I= =I= I= I= - - = 1=1 = - - 

=1=1=1~ ~= r-1 - - - - - - 

_I Q = 

-I I 1- 1- - 1_ 1_1_1_ -~-~- ~ - - - - ~ - ~ - - -~-~-~- - - I -I ~ - 

- f- f- 1- 1- - 1- 1-1- 1- -I-l- l- - - - 1- 1- - - 1-1-1- - -I I -I ~ - 

- - - - - - - - - - - - - --- - 

- - 

L I_ I_ - 

I_ I_ I_ I _ _ I_ I_ I_ - - 

_ l_ l_ - = 1 =1= 1 ~ - - ~ I =I ~ = 

= [ 

- 

-r r 1- 1- 

- 1_1_1_1_ -~-~-~- 

- - 

= [ 

- 

-~-~- - -~-~-~ -= 

- - I-I -I h - 

-~ f- 1- 1- - 1- 1-1-1- - 1-1 - 1- 1- - - 1- 1- - - 1-1 -1- - - I H -I ~- 

- - - - - - - - - - - - - - - 

- - 1- -- 

I- 1- 1- - 1-1-1- 1- - 1-1- 1- 1- - - 1-1- - =1=1=1 ~ - -1 ~I -1 

-, _j_ 

- 

I 1- 1- 1_ 1_1_ 1_ -~-~-~-~- 

- 

- ~-~ - - _1_1_1___, - - I - I ,- 

- 

-r- r- 1- 1- - 1-1-1- 1- -1-1- 1-1- - - 1- 1- - -1-1-1- - - I I - ---1- 

- - - - - - - - - - - - - - - - - - - - - - -- 

=i: ~ 1- 1- 1- 1- 1- 1- -1-1-1-1- - - 1-1 - - - 1-1-1.!._ - -I - I - --1- 

- 1- . 1- 1- I 

- - 1_1_1_1_ - ~ -~- ~ -~- - ~ - ~ - ~ - - - ~ -~- ~ - - -11- I - ~~- 

- !I' 

1- 1- 1_1_1_ 1_ 

-~-~- ~ -~- - ~ -~- ~ - - -~-~-~-~- 

- - - - - - - - - - - - - - - - - - ----- "'' 

=~ ~~ --·· --~ - 

-~ ~ 1- 1- 1- 1- 1- 1- - 1-1 - 1- 1- -1-1-1- - -1- 1 -1 ~ 1- - I - I -I --1- 

- 1- 1- 1- 1- - 1_1_1_1_ - ~ -~- ~ -~- - ~ - ~ - ~ -~- 

_1_1_1_]_ - ~ - 1 - 1 -1 - 

I I I I I I I I I I I I I I I I I I I I I I I I 

-2 0 2 4 6 8 10 


Appendix 9.5 

- 103 

C'O 

a.. 

.:£ ...._... 



----- With pumping (drawdown = 10 m), 2003-12-11-2003-12-12 

----- Without pumping , 2004-02-25- 2004-02-26 


----- During hydraulic crosshole interference test, flow along the borehole, 2004-03-31 - 2004-04-01 



----- After hydraulic crosshole interference test, during borehole EC, 2004-06-16 

----- After hydraulic crosshole interference test, during borehole EC, 2004-06-16 

104 

102 

Q) 

~ 

::J 

101 

(/) 

(/) 

Q) 

~ 

100 a. 

~ 

:ea: 99 

98 

I~ I ~ I~~~~ ~IR ~ IR ~IR ~IR ~~~~RI~ RI~ RI~ 

- --------------------- 

-(i) 

C'O 

...._... E 

Q) 

> 

Q) 

10 

8 

6 

4 

~ 

2 2 

~ 

0 

-2 

Ill I Ill I Ill I Ill I I I I I ~ ~ Ill Ill I Ill I Ill I Ill I Ill I Ill I Ill I 

Ill I 

Ill I 

Ill I 

Ill I 

I ll I Ill I Ill I Ill I Ill I Ill I Ill I I IAI Ill I Ill I Ill I Ill I 

Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I 11 I ~ 

Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I 

Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I 

Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I 

Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I I ill 


Ill I Ill I Ill I Ill I Il l I Ill I Ill I I ll I Ill I Ill I Ill I Ill I Ill I 


I 1.,11 Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I 

I I 11 Ill I 11 I I 11 I I 11 I I I 11 I I Ill 11 11 11 I I 11 11 11 I I I I I I 11 11 

22 

hi l l 1111 11111 IIH IIH Ill H lilt 1111 1111 till Hll Hll 

c 20 

.E 

- 

18 

_J 

16 

...._... 14 

~1~1 ~1~1 ~~~ ~~~ ~~~ __1__1~ ~~~~ ~~~~ ~~~~ ~~~ ~1__1__ ~I_!_ 

2 

C'O 12 

_ll j_l _li_LI _lllJ _LIU _LILJ _LIU j_ll_l j_ll_l _LI I_!_ lJI_L UI_L LJI...L 

~ 

C) 

10 

_L Ill _L ILl 1-L I lJ J_ll u J_ll u Jj_l u 1_1 u JJ u UI-L UI_L U I...L Ulj_ 

c 8 

a. 

E 

a.. 

6 

::J 4 

2 

0 

hiTI 11n 111n ITin ITin ITI n 'Tin Till n11 niT niT n1T 

1111 1111 1111 1 111 1 111 1111 ll il 1111 1111 Till Till 1111 

-- -- -- -~ 

-- -~~ 

-- -- -- -- -- -- 

-I-I +-1 -I-I-W --1-I.W -+1+-1 +Il-l -1-11--l +-lW +-1 1---1- +-11-l- .WI+ +-I I+ l--11-1- 

-+ 1+ 1 -+1-H -+1+-l +1+-l +IH +IH +IH +IH -HI+ +-ll+ +-ll+ HI+ 

---t I t-1 ---tltl -tin -tiH 1-IH t-IH t-IH t-1 1---t tll-t til-t HIT HitliT! 

IlD 111n ITin ITI n ITI n Tin Till n rr ntT ntT niT 

I I 11 I I 11 11 11 11 11 11 11 11 11 Ill I I 11 I I Ill 11 I I 11 11 I I 11

--------------------------------------- - -- ~ - 

Appendix 9.6 



~:. With pumping (drawdown = 10 m), 2003-12-11 -2003-12-12 

~:. Without pumping, 2004-02-25 - 2004-02-26 

~:. During hydraulic crosshole interference test, 2004-03-30- 2004-03-31 

~, During hydraulic crosshole interference test, 2004-03-31 -2004-04-01 

~:>. During hydraulic crosshole interference test, 2004-05-05 

~:. After hydraulic crosshole interference test, 2004-06-16 

v After hydraulic crosshole interference test (downwards, without lower rubber disks) 2004-06-16 

1:>. After hydraulic crosshole interference test (upwards, without lower rubber disks) 2004-06-16 

0 

10 

_l_l_l Ll u 

--- --- 

L _j _j _ll_ll_l 

-1-1-tH H +- ---1 ---1 + 1-+ I+ 

20 I I I I I 11 I I I I I I 11 

----- ----- 

-1-1-+ H ~ 

30 

--- --- 

_ L _j _j ..L u_ I..L 

- I I I I 1---t 11 

40 L _j _j __ll_ll__l 

t- -l -l + 1-t I+ 

-E 

[ J J I I] II 

-.r:. 50 

-a. 

Q) 

0 

60 

70 

------ 

I I IT lilT 

-l- ---j ---j -I- 1-+ I-I- 

I I IT lilT 

L _J _J ..l 1-1 l__j_ 

I I I 11111 

--- 

80 

t- ---1 ---1 + 1-t I+ 

I I IT lilT 

+-- ---j ---j +H-I+ 

I I I TIIIT 

--- 

90 

100 

0.001 0.01 0.1 1 

Electric conductivity (S/m , 25 °C)

Appendix 9.7 



L!!. With pumping (drawdown = 10 m), 2003-12-11 -2003-12-12 

L!!. Without pumping, 2004-02-25- 2004-02-26 

L!!. During hydraulic crosshole interference test, 2004-03-30- 2004-03-31 

6 During hydraulic crosshole interference test, 2004-03-31 - 2004-04-01 

6 During hydraulic crosshole interference test, 2004-05-05 

6 After hydraulic crosshole interference test, 2004-06-16 

" After hydraulic crosshole interference test (downwards, without lower rubber disks) 2004-06-16 

6 After hydraulic crosshole interference test (upwards, without lower rubber disks) 2004-06-16 

0 

10 

20 

_l 

-t- 

I 

--+ 

= 1..~1=6 = 16 6 

- 6 ~ 

-1- 

6 

- 

+-- ~ -s> - 

I I 

-1- +- 

t- 

_j - - f 

+- 

_j- - 1- 

,- -~- 

---j- -J 

=: =1 = 

m - -1- 

-! 

I 

-t 

I 

+ 

30 

40 

- E 

- £ 50 

a. 

Q) 

0 

60 

I 

j_ 

--+ 

I 

_j_ 

- 

- 

_I_ 

I 

- - 

- 1- 

- ~- 

-1- 

-~- 

-1- 

- '1 

_ J_ 

- 6+-- 

_j 

--t 

_j 

+- 

T 

-L 

,_ -J- 

_ I - 

---j - 

I 

_I _ 

-J- 

-I- 

- -~- 

_j - -1- 

I 

- -~- 

j_ 

I 

j_ 

+ 

-1- 

T 

-!- 

70 

80 

-i- - 1- 

-j- - 1- 

,- 

+ 

T 

+ 

T 

90 

100 

5 

6 

Temperarure (°C) 

7

Appendix 1 0.1.1 



With pumping (drawdown = 10 m, L=2 m, dl=0.25 m) , 2003-12-10-2003-12-11 


During hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-04-21 - 2004-04-23 


40 

41 

42 

43 

44 

45 

46 

47 

48 

-49 

E 

- £ 50 

a. 

Q) 

0 51 

52 

53 

54 

55 

56 

57 

58 

59 

60 


---- --- 

---- - - ---- - ---- - - - 

---- - - ---- - - - 

---- --- 

---- - - - 

-- - - 

-- - 

---- -- _ ..., 

---- - - - 

---- - - - I- 

---- - - - - 1--- 

---- r- ---f-- 

---- f- - - - I- 

-- - - -l- 

-~ 

- - - 

== _ ...., - ~ 

- ~ ~ 

-- - --t - 

·-~ -1 ~ 

-I- - -::, -; 

=~ = :: \= ~ 

- 

-t- - - L - -i b- 

-t- - - 

=~ = = ~ = =lj - ~ 

I- - I- I- - I- - - 

I- - - - 

I- - - -__:::J 

I- -- 

- I- 

~ I- -·- _ , 

r- r--1 - 

- I- t- 

1 

I- - -" - 

I- >= r- 

I- f-- 

- I- 

f-- 

= l 

- I- 

= ~ 

- I- 

- I- 

- I- - ,___. 

E 

= ,_- 

~ 

~ 

I- - I- - ~ ~ 

I- _ ._, 

- I- - - - 1 1.4 

I I 11111 I I 11111 I I 1111 

--- 

- - - ;- - - - 

1- --- 

1- - - - 

~ --- 

c- - ~-; = 

k"" - t- - 

t- t- - 

- t- - - t- - 

- _r- = 

1- - k- - 

'- 

..; - - - ~ - 

f- -- 

1- I- 

,_ -- 

t- - 

1- -- 

- I- r- I- - 

f- -- 

I- 1- 1- -- 

~ 

I- 't 

1- -- 

I- t- r- 

f- -- 

- I- '-- r- 

f- -- 

f- -- 

-. = 

1- 

f- -- 

1- -- 

1- -- 

1- -- 

1- -- 

1- -- 

f- -- 

I- -- 1- -- 

I- .,;;--- - 

f- - - 

I- 

1- -- 

- I- - - ~-~ 

-- 

=· I- ~~ 

- 

I- -~ ~ -- 

I- - 

-- 

- I- -- 

- - - -- 

I- - - 

- - -- 

I- -- 

- - -- 

I- - - -- - -- 

- I- -- 

= ~ ~ ____. - J t- -- 

I- - - - - - ..ll - - ...lt- -- 

- I- I- - 

- I- - ~ ,~ 

· - f- -- 

-- 

- 

f- -- 

I- - -~ I- - - 

~-:;~ 

-- - -- 

- -- 

I- -- 

- -- 

- I- - - ~~= 

- -- 

=\ = 

I- - - -- 

I- - - -- - -- 

I- -- 

-~ - -- 

- I- - - 

- -- 

~~ 

- -- 

- -- 

- -- 

- -- 

I I 11111 I 11 11 Ill I 11 11 Ill 


44.2 

46.8 

48.6 

55.8 

56.3 

59.4 

'\ '\() '\()() '\()()() ()()()() Q()()() Q()()() 

'\ '\ () '\ ()0 


10 100 1000 10000 





----- With pumping (drawdown = 10 m, L=2 m, dl=0.25 m), 2003-12-10-2003-12-11 


----- During hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-04-21 - 2004-04-23 


60 

61 

62 

£. Fracture specific flow (into the hole) T Fracture specific flow (into the bedrock) 

60.8 

62.3 

63 

64 

65 

66 

64.2 

65.6 

67 

68 

-69 

E 

-= c. 

70 

Q) 

0 71 

69.0 

69.8 

70.9 

72 

73 

74 

75 

76 

76.2 

77 

78 

78.4 

79 ~=--===t=::c=:i:ii~~t==r=-~===~ __ 7_9 •. 2..._ 

"oo 

"aoo "aooo "aoooo" aooaoo 


10 100 1000 10000 





----- With pumping (drawdown = 10 m, L=2 m, dl=0.25 m) , 2003-12-10-2003-12-11 


----- During hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-04-21 - 2004-04-23 


80 

81 

82 



82.0 

83 

84 

85 

84.6 

86 

87 

88 

86.4 

88.0 

'E 89 

- £ 90 

a. 

Q) 

0 91 

90.2 

92 

93 

94 

95 

96 

92.8 

98 

99 

100 

, oo , 0 oo ('\ 0 oo 00 oo 00 oo 

'\V '\ () '\ QfJ 


10 100 1000 10000 









100 

101 

102 

103 

104 

105 

106 

107 

108 

E' 1o9 

..._ 

£ 110 

c.. 

Q) 

0 111 

112 

113 

114 

115 

116 

117 

118 

119 

120 


-- - _,. r- - 

-- - ~ ~~ -·- ",_ r - 

--- '" -'"""- 

-- - - !- - - 

---- ---- - 

---- r- 

-- == = - =!J - - ' ;= f- 

-- -~-.... - -i ...oll'! '- 

== = ~~~ --=1 ....... A_ 

-1 E -- - i - ~ - t- - 

-- == -= - = · ~ - ~ = ~ _. 

-- - - - -i - 

-- - - \- -1 

-- - - ,__ __, 

-- - - ·-~ 

-- - - ~- ~ r 

-r- - 

-r- - 

- 

- 

-1-- - - 

-1-- - - 

-r- - - 

-1-- -r- - - 

- r- - - 

=~ = =~ \- E E - 

-1-- - -1- r- ,... ,. 

-r- - -1- I- I-- - 

-f-- - 

-f-- - 

-1- 

-1- 

1-- 

r- 

f-- 

- - 

-1-- - -f- '""- - 

-1-- - - I-- - 

=~=~~ ~ ~ 

-1-- - f- I-- 1- 

- f-- - !ilil- \""" - 

~ ~ - 

-r- r):: L- - 

-1-- = 

=~ - j "' ~ :: 

-1-- - ~ f --' -j 

-f-- - -1-~ - _, 

-1-- - - - -j 

-1-- - - - -1 

-1-- - .r:~ ,_ ., 

-1-- - - ~ -1 

-f-- - .J - t-- _, 

-f-- - ~ k- f - _, 

=~ = ~ k. t= = 

-1-- - - r t- - 

-1-- - - """ \- - 

r- 

r- 

- 

- 

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Appendix 10.2 



(L = 2.0 m, dL = 0.25 m) 


Head in the borehole without pumping, 2004-02-08- 2003-02-12 

Head in the borehole with pumping, 2003-12-10-2003-12-11 


0 

- ---------- 

- ---------- 

50 ::: f : : : : : : : 

+ ... + 

100 

150 

- - -------- 

- - -------- 

- - -------- 

- -- 

- -- 

- -- 

-t -- 

- -- ------- -- +- - - 

- -- 

- --- 

- --- 

- --- 

200 

-250 

E 

- .s:;. ..... 

a. 

Cl) 

0 300 

350 

400 

450 

500 

550 

- --- ---- ~ --- 

- --- -- -+- - - - - -









Depth of fracture (m) from ground level= Depth from reference depth to the fracture (m) 

Fresh water head1 (masl) =Fresh water head in the borehole without pumping (meter above sea level) 

Flow1(ml/h) =Flow from the fracture to the borehole without pumping, 2004-02-08-2004-02-12 

01 lower Limit Pract (ml/h) =Practical lower limit of measurable flow1 (ml/h) 


Flow2(ml/h) =Flow from the fracture to the borehole with pumping, 2003-12-10-2003-12-11 


Fresh water head3 (masl) =Fresh water head in the borehole without pumping (meter above sea level), during hydraulic crosshole interference test (borehole KR24 was pumped) 

Flow3(ml/h) =Flow from the fracture to the borehole without pumping, during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-04-21 - 2004-04-23 


Fresh water head4 (masl) =Fresh water head in the borehole without pumping (meter above sea level), during hydraulic crosshole interference test (borehole KR24 was pumped) 

Flow4(ml/h) =Flow from the fracture to the borehole without pumping, during hydraulic crosshole interference test (borehole KR24 was pumped), 2004-05-18- 2004-05-27 


Transmissivity1-2 (m2/s) =Calculated transmissivity of the fracture (between fwh1 and fwh2) 

Fracture head1-2 (masl) =Calculated fresh water head in the fracture (between fwh1 and fwh2) 

Fresh Q 1 Fresh W F~h ~ F~h ~ · 

Depth of water Flow1 10 .w~r water Flow2 

lower t Fl 

3 lower t Fl 4 

lower Transm1s Fracture 

L" ·t wa er ow L" ·t wa er ow L" ·t . "7,1 2 h d1 2 

fra(~}re head1 (mllh) ~~~~! head2 (ml/h) •m• head3 (ml/h) •m• head4 (mllh) •m• SIVI - ea - 

Pract ( I) Pract ( I) Pract (m /s) (mast) 

(mast) (mllh) (mast) 

(mllh) mas (mllh) mas (mllh) Comments 

44.2 6.84 - 200 -3.33 156500 100 6.95 2740 80 6.44 1250 30 4.23E-06 

46.8 6.84 - 200 -3.32 1200 100 6.75 85 80 6.35 14 30 3.25E-08 

48.6 6.84 550 200 -3.31 28200 100 6.69 1180 80 6.25 550 30 7.48E-07 7.04 

55.8 6.85 - 200 -3.26 1950 100 6.74 130 80 6.36 70 30 5.30E-08 * 

56.3 6.85 600 200 -3.26 7800 100 6.78 750 80 6.43 395 30 1.96E-07 7.69 

59.4 6.88 - 200 -3.25 2000 100 6.98 270 80 6.45 200 30 5.42E-08 

60.8 6.88 650 200 -3.23 3000 100 6.95 1000 80 6.32 600 30 6.39E-08 9.68 

62.3 6.87 400 200 -3.22 5000 100 6.80 540 80 6.38 255 30 1.25E-07 7.75 * 

64.2 6.87 780 200 -3.21 20500 100 6.79 1000 80 6.56 570 30 5.37E-07 7.27

Appendix 1 0.3 .2 

Fresh Q 1 Fresh Q 2 Fresh Q 3 Fresh Q 4 . 

Depth of t Fl 


lower t Fl 


lower Transm1s Fracture 

f t 

wa er ow L. .t wa er ow L. .t wa er ow L. .t wa er ow L. .t .. tv 1 2 

h d 

rac ure head1 (ml/h) •m• head2 (ml/h) •m• head3 (ml/h) •m• head4 (ml/h) •m• SIV 1 2', - ea 1 - 2 

(m) ( I) Pract ( I) Pract ( I) Pract ( I) Pract (m /s) (masl) 

mas (ml/h) mas (ml/h) mas (ml/h) mas (ml/h) 

65.6 6.88 400 200 -3.20 4500 100 6.93 400 80 6.59 200 30 1.12E-07 7.86 

69.0 6.91 - 200 -3.18 1300 100 6.97 - 80 6.37 - 30 3.54E-08 

69.8 6.91 7900 200 -3.18 90600 100 6.93 11400 80 6.46 8100 30 2.25E-06 7.87 

76.2 6.92 - 200 -3.13 570 100 6.82 - 80 6.36 40 30 1.56E-08 

70.9 6.91 - 200 -3.17 1750 100 6.90 80 80 6.55 45 30 4. 77E-08 

78.4 6.94 - 200 -3.12 1200 100 7.00 70 80 6.54 80 30 3.28E-08 

79.2 6.94 380 200 -3.11 2500 100 7.07 270 80 6.56 120 30 5.80E-08 8.74 

82.0 6.94 - 200 -3.08 380 100 7.02 - 80 6.45 - 60 1.04E-08 

84.6 6.95 - 200 -3.07 1130 100 6.88 190 80 6.46 75 60 3.1 OE-08 

86.4 6.96 1900 200 -3.06 26900 100 6.81 2200 80 6.61 1980 60 6.85E-07 7.72 

88.0 6.97 - 200 -3.04 2400 100 6.83 260 80 6.68 70 60 6.59E-08 - * 

90.2 6.97 - 200 -3.03 900 100 7.03 - 80 6.71 - 60 2.47E-08 * 

92.8 6.98 - 200 -3.02 9740 100 7.10 440 80 6.54 300 60 2.68E-07 

100.3 7.02 - 200 -2.98 140 100 7.14 - 30 6.66 - 30 3.85E-09 * 

103.0 7.01 - 200 -2.98 430 100 6.90 - 30 6.70 15 30 1.18E-08 

116.6 7.05 - 200 -2.87 95 100 6.91 - 30 6.43 - 30 2.63E-09 - * 

123.3 7.10 - 200 -2.83 85 100 7.21 - 30 6.53 - 30 2.35E-09 - * 

131 .0 7.10 -1150 200 -2.79 12200 100 7.00 -940 30 6.77 -550 30 3.71E-07 6.25 

131.9 7.10 - 200 -2.79 2200 100 6.98 - 30 6.65 - 30 6.11E-08 * 

132.6 7.11 - 200 -2.79 1500 100 6.98 -210 30 6.53 -120 30 4.16E-08 

158.3 7.11 - 200 -2.64 120 80 7.01 - 40 6.73 - 30 3.38E-09 * 

193.3 7.09 - 200 -2.50 540 80 7.04 - 40 6.49 -15 30 1.55E-08 

207.1 7.08 - 200 -2.42 2580 80 7.01 -210 40 6.47 -100 30 7.46E-08 

208.4 7.08 -530 200 -2.42 8000 80 7.01 -820 40 6.46 -400 30 2.47E-07 6.49 

209.9 7.08 - 200 2.4 160 80 7.01 - 6.46 - 30 9.39E-09 

219.9 7.08 - 200 -2.35 100 80 6.99 - 40 6.45 - 30 2.91E-09 * 

238.2 7.06 - 150 -2.27 540 80 7.00 - 40 6.45 -20 30 1.59E-08 

241.6 7.07 - 150 -2.26 280 80 7.00 - 40 6.42 - 30 8.25E-09 

242.0 7.07 - 150 -2.24 150 80 7.00 - 120 6.43 - 30 4.43E-09 * 

251.7 7.08 - 150 -2.22 440 80 6.99 -50 120 6.44 -45 30 1.30E-08 

257.8 7.08 -600 150 -2.17 10000 80 7.01 -1200 120 6.43 -980 30 3.15E-07 6.56 

260.3 7.07 - 150 -2.16 570 80 7.02 - 120 6.49 - 30 1. 70E-08 

261 .8 7.06 -5400 150 -2.15 76400 80 7.02 -12800 120 6.49 -10000 30 2.44E-06 6.45 

265.5 7.06 - 150 -2.12 200 80 7.05 - 120 6.52 - 30 5.99E-09 

278.4 7.05 - 150 -2.06 1300 80 7.09 -25 30 6.54 -15 30 3.92E-08 

Comments


Fresh Q 1 Fresh 

Depth of water Flow1 lo.w~r water Flow2 

Q2 Q3 Q4 

Fresh Fresh . 

lower t Fl 

3 lower t Fl lower 

4 

Transm1s Fracture 

L. ·t wa er ow L. ·t wa er ow L. ·t .. 7.1 2 h d1 2 

fra(C:.}re head1 (ml/h) ~~':! head2 (ml/h) •m• head3 (ml/h) •m• head4 (ml/h) •m• SIVI - ea - 

Pract ( I) Pract ( I) Pract (m /s) (masl) 

(masl) (ml/h) (masl) (ml/h) mas ( 1/h) mas (ml/h) 

m 

279.2 7.05 - 150 -2.06 410 80 7.12 - 30 6.55 - 30 1.24E-08 * 

285.0 7.05 - 150 -2.03 1820 80 7.20 -210 30 6.58 -130 30 5.51 E-08 

293.2 7.05 - 150 -1.97 180 80 7.20 - 30 6.54 - 30 5.48E-09 

294.0 7.05 - 150 -1 .98 50 80 7.22 - 30 6.54 - 30 1.52E-09 * 

294.5 7.05 - 150 -1 .93 120 80 7.22 - 30 6.54 - 30 3.67E-09 * 

327.4 7.07 - 100 -1 .76 95 80 7.24 - 30 6.57 - 30 2.96E-09 * 

336.4 7.06 - 100 -1 .69 120 80 7.25 - 30 6.60 - 30 3.77E-09 * 

368.6 7.09 - 30 -1.46 200 80 7.27 - 30 6.63 - 30 6.43E-09 

371 .1 7.10 -95 30 -1.45 600 80 7.27 -40 30 6.64 -20 30 2.23E-08 5.93 

382.0 7.16 - 150 -1.36 110 80 7.30 - 30 6.65 - 30 3.55E-09 * 

387.4 7.15 - 150 -1 .32 85 80 7.30 - 30 6.66 - 30 2.76E-09 * 

391.0 7.16 - 150 -1.29 105 80 7.31 - 30 6.66 - 30 3.41 E-09 

398.9 7.20 -330 150 -1.22 790 80 7.32 -100 30 6.68 -55 30 3.65E-08 4.72 

402.6 7.19 0 150 -1.20 460 80 7.33 - 30 6.68 - 30 1.51 E-08 

424.2 7.21 -1380 150 -1.03 4560 80 7.38 -510 30 6.74 -390 30 1.98E-07 5.30 

426.8 7.21 0 150 -1.02 570 80 7.37 - 30 6.75 -25 30 1.90E-08 

451 .2 7.23 -360 150 -0.87 1370 80 7.40 -55 30 6.73 - 30 5.87E-08 5.54 

461.6 7.26 - 100 -0.80 110 80 7.40 - 30 6.88 - 100 3.75E-09 * 

473.9 7.28 - 100 -0.73 120 80 7.43 - 120 6.76 - 50 4.12E-09 * 

505.2 7.30 -870 30 -0.54 5240 80 7.42 -1100 120 7.04 -720 50 2.14E-07 6.18 

506.5 7.29 - 30 -0.53 140 80 7.41 - 120 7.04 - 50 4.92E-09 

512.0 7.26 -30 30 -0.49 440 80 7.41 -45 120 6.86 -45 50 1.67E-08 6.77 

Comments

Appendix 10.4 








0 

• With pumping, 2003-12-10-2003-12-11 

• Without pumping, 2004-02-08- 2004-02-12 



50 

100 

150 

200 

'E _.. 2so 

.r:. ..... 

c.. 

Q) 

0 

300 

350 

400 

450 

500 

550 

-4 -3 -2 -1 0 1 2 3 4 5 6 7 8 


Appendix 10.5 



----- With pumping, 2003-12-10-2003-12-11 

----- Without pumping , 2004-02-25 - 2004-02-26 

----- During hydraulic crosshole interference test, 2004-04-21 -2004-04-23 


103 

- en 

102 

ctS 

E 

-Q) 

> 

Q) 

~ 

~ 

~ 

101 

100 

99 

Ill I 

Ill I 

I I I I 

Ill I 

I 11 

I 11 

I 11 

Ill I 

Ill I 

I I I I 

Ill I 

Ill I 

Ill I 

Ill I 

I I I I I I I. 

Ill I Ill I 

I I 11 Ill I 

Ill Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I 

Ill Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I 

I I I I I I I I I I I I I I I I I I I I I I I I I I I 


~ 11 

Ill I Ill I Ill I Ill I Ill I Ill I Ill I 11 Ill I Ill I 

11 ~ : 

Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I 11 I 

Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Il l I 

Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I 

11 

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ I I I I 

Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I 

Ill I Ill I Ill I Ill I I Ill Ill I I 11 I I I I I 11 I I I I I I I I I I 

..al. 

- Cii 

ctS 

E 

-Q) 

> 

~ 

8 

6 

4 

2 

~ 

~ 0 

~ 

-2 

-4 

12 

-c:: 

E 

-:::=.. 8 

~ 

ctS 

~ 

0> 

c:: 

a. 4 

E 

:::::s 

a.. 

0 


Ill I 111111\ ~ Ill Ill I Ill I Ill I Ill I Ill I Ill I ,_.1 I I Ill I 11 11- I li,l 








Ill I Ill I Ill I Ill I I I I I I I I I Ill I Ill I Ill I Ill I Ill I Ill I Ill I 


l f l I 

I I I I 

I 11 I I I 11 Ill I I 11 I I Ill I 11 I I I I I I 11 I I I I I I I I I I I I I 

1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 

---------- - -------- - - 

1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 

Ill I I Ill Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I Ill I 

1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 

1n ~1n Tin Tin Tin Tin nn nn niT hiT niT 

I~~~~ ~IH ~IH ~IH ~IH ~H ~~~~~HI~ HI~

Appendix 10.6 




v Without pumping (downwards), 2004-02-16 

Without pumping (upwards) , 2004-02-16 


~ With pumping , 2003-12-10-2003-12-11 

~ Without pumping , 2004-02-08- 2004-02-12 

~ During hydraulic crosshole interference test, 2004-04-21 -2004-04-23 

~ During hydraulic crosshole interference test, 2004-05-18- 2004-05-27 

- .c 

+-' 

c. 

Q) 

0 

50 

100 

150 

200 

E' 2so 

0 300 

350 

400 

450 

500 

550 

- f- - J_ _1_1_! I___l ~ 

J - ~ _I_IJ_ I_! IJ_ 

- f- - -+ - 1-1---j +-1 ' H - - + - 1- 1-+ f-i I-+ - - +- --j --j +I-+ I+ 

- f- - 

J - I - I J [! ' ':] - - - 

I I =' ~l. o I] - - [ J J I I ]II 

- f- - - - - - - - 

£6. 

Ill\ 4 

I I I I I I . I 

~ ... ~~ ~ ~ ~ ~~ 

- - 

l_ _J _J J_IJIJ_ 


- f- - --- - .... - - - - - - - 

- _J_ 

f- - 

_ , _ ,_j Ll JJ_ - -L _-I .tal u ~ - L _j _j -LIJI-L 

- f- - 

I - I-ll 11 h = - r = ~ =~ 1 o~~ ~= - 

r I I TIIIT 

- f- - - - - 

:-~ - - 

- 

I I I I I I ' I I I I I I I I ? 

I ~ I I I I I I 

- f- - 

J - I - I J I I I - - - 

I I - I J 0 I] - - - 

[ 

f- - - - - - - - - - J J I I ]II 

- f- - 

--t - 1-1---i t-1 ~- - -t - 1-1--t H r-t -t1 - t- --j --j -t-1--tl-t- 

- f- - - 

I I - - - 

I - 1 11 !I I 

- I - I 11-111 - f- 1 I I 11111 

--- I 

- - 

I 11 1= - T -1-11 n n - ~- r 

I I TIIIT 

--- - - - - - - - - - - - - I- - - - - - - 

--- -+ - - ----1 t-1 ~ - - -l- - 1- 1-1- f-i I-+ - - +- ----1 ----1 -l-1-1-1-l- 

--- - - 

I -, I I 

., - - 

T - I - - - 

I I 1-1 11 I I I T I IT 

-- - --t - - --j t-1 - - -t- - 1-1--t H r-t - - t- --j --j -t-1--tl-t- 

-- - - - - - --- - - --- 

-- - _J_ - - _j Ll _,_, _j_ - - j_ u u - - L _j _J -LI-11-L 

--- I 

- - 

- - 

I 11 T -1-11 n n 

- ~ r I I TIIIT 

--- -+ - - ----1 t-1 - - -l- -1-1-1- ~ 1--1- _JA- J- ----1 -1 -l-1-1-1-l- 

-- - 

J - - J I I I - - - 

-- I I - I J [I I] - - r- - - - - - - - - - - ~ _j J I I]II 

-- - --t - - --j t-1 

- - -t- - 1- 1--t H H - - ,_ --j --j -t-1--tl-t- 

-- - _J_ - - _j Ll _,_,_j_ ~ - - j_ u u - - f.- _j _J __ll__ll__l 

-- - - - 

I 

-- - - - - - - - - - - - - - - - - ,__ - - - - - 

I 11 

- - 

T -,-,, 11 n - - ,_ I I \lilT 

-- - -I- - - -1 t-1 - - -l- -1-1-1- ~ 1--1- - - f.- -1 -1 -l-1-1-1-l- 

-- - 

_l _1_1 _j l_l 

- - j_ _ l_l_l LJ u - - f.- _j _j lfJTl 

-- - 

-+ -1-1--1 t-1 - - + - 1-1-t H f-t - - f.- --1 --1 +1--tl+ 

-- - --- - - - - - - - - - - ,_ - --- 

-f..- - 

__l _l_l_j Ll - - _L _ l _l__l u u - - 

,_ _j _J __ll__ll__l 

I I I I I I 

~ _ I _ I ~ ~I ~ - - f- ___! 

I 1 1111 

- f- - - - - - -- - 

-'--- - -I- -1- 1-1 t-1 - - -1- - 1- 1-1- H 1--1- - - -1 -1 -1-1-1-1-1- 

-'--- - 

- - 

J =1= 1] [I I = 1=1 ] 0 0: - - J J IIJII 

-'- - - - - - 


- - 

-,-- - 

= I=IJ Lll = I=IJ 0 0: - - - - - - 

__l 

-- = I 

- - - _L 

_j _j __ll__ll__l 

- 

-'--- - 

I - I-ll 11 t 

- - 

I - 1- 11 H n - - t I I 11111 

-f- - 

I -~-~-~ l1l - - I I I lilll - I I I 11111 

-f- - 

J =1=1] IlL - - I =1=1] n n f - 

-f- - - - - - .:..._ J J IIJII 

-f- - 

-+ - 1- 1--1 t-1 t - - + - 1-1-t H 1-+ - - t -I -I +1-tl+ 

-f..- - 

I - ~ - ~-~ !1 T - A- ... T - l-It 11 it - -I I I T1I1T 

I I I I I I I I I I I I I I I I I I I I I I I 

0.01 0.1 1 10 


Appendix 10.7 




v Without pumping (downwards) , 2004-02-16 

Without pumping (upwards), 2004-02-16 


6 With pumping, 2003-12-10-2003-12-11 

6 Without pumping, 2004-02-08- 2004-02-12 

6 During hydraulic crosshole interference test, 2004-04-21 -2004-04-23 

A During hydraulic crosshole interference test, 2004-05-18 - 2004-05-27 

0 

50 

100 

150 

200 

E' 2so 

- .s=. 

+-' 

a. 

Q) 

0 300 

350 

400 

450 

500 

550 

5 6 7 8 9 10 11 12 

Temperature {°C)






----- After hydraulic crosshole interference test, without pumping 

(L=2 m, dl=0.25 m), 2004-06-09 

----- After hydraulic crosshole interference test, with pumping 

(L=2 m, dl=0.25 m), 2004-06-10 

5 


6 

7 

8 

9 

10.4 

11 

12 

13 

14 

E 

- £ 15 

c. 

Q) 

0 16 

17 

18 

16.4 

17.1 

19 

20 

21 

20.7 

22 

23 

24 

24.1 

25 

"oo 



10 100 1000 10000 100000 







------ After hydraulic crosshole interference test, without pumping 

(L=2 m, dl=0.25 m), 2004-06-09 

------ After hydraulic crosshole interference test, with pumping 

(L=2 m, dl=0.25 m), 2004-06-10 

25 

26 

27 

28 

29 

30 

31 

32 

33 

-34 

E 

- :5 35 

a. 

Q) 

0 36 

37 

38 

39 

40 

41 

42 

43 

44 

45 


-I- - - - ---.4 ~4 - ~ 

-t- - - - _.,:3Ji3 - 

-t- - - - 

-t- - 

-t-- 

-1-- 

-1-- 

-t- 

- 

-t- 

-1-- 

-t-- 

-1-- 

-t- 

-1-- 

-1-- = 

-t-- 

-..,- ~· ·( - ! - 

- - 

~ ~ = 

---- -- - ~-~-~~iiiliiiJ~~ 

---- 

---- 

---- 

---- 

-I- - - 

-t- - - 

-t- 

-1-- 

-t- 

-t- 

-- 

-- 

-- 

-- 

-- 

-- 

-- - 

-- - 

-- -- -- - - 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

-t- - - 

-- 

= = ~.._~ ~ "-- = = 

-t- - - 

-t- - - 

-t- - - 

-t- - - 

-t- - - 

-t- - - 

-t- - - 

-t- - - 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

---- 

-I- - - 

-t- - - 

-t- - - 

-t- - - 

-I- - - 

-t- - - 

-t- - - 

-t- - - 

-t- - - 

-t- - - 

-t- - - 

-t- - - 

- -~ ~ ...;:::__~ - 

- ~ =J ~ 

- I- 

- 1- 

I- - - 

1- I- - - 

1- - 

1- I- - - 

1- - - 

1- - - 

1- I- - - 

1- I- - - 

I- - - 

1- I- - - 

1- - - 

I- I- I- I- - - 

1- - - 

I- - - 

I- - - 

1- - - 

I- - - 

1- - - 

I- - - 

1- - - 

1- - - 

I- - - 

I- - - 

1- - - 

1- I- - - 

1- - I- - 

-- 

-- 

-- 

-- 

---1--- 

---1--- 

- 1- - - 

~ - .... 1- - - 

I- - - 

1- I- - - 

1- - - 

1- I- - - 

1- - - 

1- - - 

I- - - 

1- I- - - 

1- - - 

1- - - 

I- - - 

1- - - 

--- 

--- 

--- 

--- 

--- 

- - - 

--- 

- - - 

--- 

- - - 

--- 

- - - 

--- 

- - - 

--- 

- - - - - 

I 111111 1 I 111 1111 I 11 11 111 I 111 11 1 I 11 1111 1 I 1 1 1111 


25.2 

25.9 

31 .5 

,oo , 0 oo ~ooo ~0 oo ~ 0 oo 

\v \Ov \OOv 


10 100 1000 10000 100000 


Appendix 11.2 



(L = 2 m, dl = 0.25 m) 


~ Head in the borehole without pumping, 2004-06-09 

~ Head in the borehole with pumping, 2004-06-10 

0 


5 --~----+-----4-----~-----+----~ 

10 

+ 

---... 

--- - ... ---- 

- 20 --~--~'-t------4-----~--~-+----------1 

........., E 

£. 

..... 

c. 

Q) 

0 

25 

- ---· 

-- 

-· ---- 

--- _-4 ---- 

---- ~ --- 

-+ -- 

30 

+ 

- ------- 

+ 

35 

---- -+- 

-- +- 

40 

45 

TTTIIIII I 1111111 I 1111111 I 1111111 I 1111111 I 1111111 

2 

3 4 5 6 

Water level (masl) 

7 "

Appendix 11.3 


Borehole: KR27B 






Depth of fracture (m)= Depth from reference depth to the fracture (m) 

Fresh water head1 (masl) =Fresh water head in the borehole without pumping (meter above sea level) during hydraulic crosshole interference test (borehole KR24 was pumped) 

Flow1 (ml/h) = Flow from the fracture to the borehole during hydraulic crosshole interference test, 2004-04-26 


Fresh water head2 (masl) = Fresh water head in the borehole without pumping (meter above sea level) during hydraulic crosshole interference test (borehole KR24 was pumped) 

Flow2(ml/h) = Flow from the fracture to the boreholeduring hydraulic crosshole interference test, 2004-05-27 


Fresh water head3 (masl) = Fresh water head in the borehole without pumping (meter above sea level), after hydraulic crosshole interference test 

Flow3(ml/h) = Flow from the fracture to the borehole without pumping, after hydraulic crosshole interference test, 2004-06-09 


Fresh water head4 (masl) = Fresh water head in the borehole with pumping (meter above sea level), after hydraulic crosshole interference test 

Flow4(ml/h) =Flow from the fracture to the borehole with pumping, after hydraulic crosshole interference test, 2004-06-10 


Transmissivity3-4 (m2/s) = Calculated transmissivity of the fracture (between fwh3 and fwh4) 

Fracture head3-4 (masl) =Calculated fresh water head in the fracture (between fwh3 and fwh4) 

Depth of 

fracture 

(m) 

Fresh Q11ower Fresh Q21ower Fresh Q31ower Fresh Q41ower T . . ·ty 3 

Fracture 

water Flow1 limit water Flow2 limit water Flow3 limit water Flow4 Limit ransm•ss1v1 - head 34 

head1 (mllh) Pract head2 (mllh) Pract head3 (mllh) Pract head4 (mllh) Pract 4 (m2/s) (masl) 

(masl) (mllh) (masl) (mllh) (masl) (mllh) (masl) (mllh) 

Comments 

10.4 6.24 -11850 30 5.84 -18200 30 5.76 -28000 40 2.9 156600 40 1.77E-05 5.33 

16.4 6.15 25 30 5.78 20 30 5.76 60 40 3.02 700 40 6.42E-08 6.02 

17.1 6.19 55 30 5.78 90 30 5.74 230 40 3.02 1250 40 1.03E-07 6.35 

19.2 6.34 20 30 5.77 35 30 5.48 90 40 2.69 530 40 4.33E-08 6.05 

20.7 6.4 40 30 5.77 65 30 5.62 120 40 2.73 1050 40 8.84E-08 5.99 

23.2 6.42 - 30 5.75 - 30 5.62 40 40 2.8 209 40 1.69E-08 6.28 

24.1 6.44 130 30 5.75 220 30 5.63 420 40 2.95 1620 40 1.23E-07 6.57 

25.2 6.43 95 30 5.76 160 30 5.47 220 40 2.84 590 40 3.87E-08 7.03 

25.9 6.42 205 30 5.75 330 30 5.46 720 40 2.91 2900 40 2.35E-07 6.30 

31 .5 6.31 930 30 5.75 1300 30 5.64 1860 40 2.87 6050 40 4.16E-07 6.87 

36.9 6.25 980 30 5.74 1200 30 5.72 -24240 40 3.02 6340 40 3.11 E-06 3.58 

*Uncertain

--------- 

Appendix 11.4 





Fresh water head (masl) =Head- Corrections for water temperature and compressibility 



0 

5 

10 

15 



• After hydraulic crosshole interference test, 2004-06-09 

• With pumping , 2004-06-10 

_ I j_l_l _I l_lj_ 

- 

_j Ll_!_ _l Lll. _j 1_1 l_ 1 1_1 l_ _ll_j L _!_l_j L _LI_l L l_l_l I _ 

- -1 +-!-+ ---1 +-!+ --1 +-!+ -+ f--1+ -+ f--1 +- -+ 1---i +- +1--1 +- +!-+ f-- +!-+ f-- +-!-+ 1- 

- 

=I I!] =I [I] J [!I J [ ! I J [I I J I] I ]I] [ I!J [ I!J [ I!J [ 

- 



- 

- =I I!J =I [I] J [!I J [!I J [! I J I] I }!] [ I!J [ 

•• 

~ I !J [ 

- -j +1-t -j t-1 --- ~ ~ t-1+ -+ r---1+ --+ r-1 + -+ j-j +- -tl-l t- +I ] ~ +1-t j- 

- 

-,ill -- I I .1:•r ~ I liT I liT I ,-, i I ,-, I Ill I T1 - ill,- 

- -j +1-t -j t-.1'-t -j t-1+ -+ r---1+ --+ r-1 + -+ j-j +- -tl-l t- ~T~ 

t-1-t j- 

- 

~!:u --- ~ :C(I --- --- --- --- --- 

_ , j_jj_ 

- 

_l Ll..l _j Lll_ _l Ll j_ _l l_l L I!J ~ ..ll= L l_l_l l._l_l I _ 

- 

-!t-I-t 

•• 

-j ~ ~-~ 4 ~ t-1-t -t t-It- I t-1 t- -t j-j t- -tll r ~ ~ - t- t-1 ~ t-I-t!- 

• 

_ j _Ljj_ _l L! .14 ~ Ll..l _j Lll_ _l Ll _L j_ l_l L ~l_l L _Ljj_ j _ 

..l' 

- 

- 

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;- ,,, I Ill I 11 I I 1---J I 11--j I t·'-' liLt I Ill 1- 

- --- --- --- --- --- 

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L ~ 

- 

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E _ 1 _!_I~ 

- 

..... 

-~ 

a. 

Q) 

0 25 

30 

35 

40 

45 

_ , J_j_j_ _j Ll..l _j Lll- J Ll L -l I_J L ~-r I L 1- I L J_j_j_ ,_ 

• • 

-- - --- 

I1J Li 

I ••-1"' 

I 

=i ~ .~ _!!_I~ ~!__I~ ~ 1_1 ~ ~ 1_1 ~ ~I_!~ 

!____ ~~~ , ~-- ~~~I _ 

1\ 

J_j_J +-1--1- 1- 

Tll Tll 1- 

--- --- --- --- ~- --- 

I I I 1: I I I I 

- _, +-1--1- _j t-I-t- _j (_jJ_ --!- Ll +- --1- j_j L _.tj_j t- ~ (.___ 

- 

-, Tll 1 1it I liT I liT I 11 T I 11 I 111 r !.~ ~ I 

- --- 

--- 

I I I I - ~ l1•l a I I I I I I I I I I I I I I I I I I I I •• , I ' I I 

- 

-, Tll J :c ; :i~ --1 liT I liT I 11 T I 11 I }IJ d Tl ~ r 

- --- ~ -- --- --- --- 

I- - 

Tll ~ 

- -1 -t-1--1- -l +-1 .-+il ~ t-1-l- ---f f.---1-t- --1- f.---1 +- --1- 1--l +- -+1---1 +- ~ f.- 

- 

-, Tll -, II -T• 4 ~ liT I liT I 11 T I 11 I 111 r 1 r 

- -1 +-1--1- -1 +-! ~ ...j t-1+ -+ 1-1+ -+ 1-1 +- --1- 1---i +- +1--1 +- 

- 

- --- ..- -- 

~ : 

;\ 

~ 1- 

-, Tll ='Il l ~ 1 .1-1 T I liT I 11 T I 1-1 I 111 r ) [ 

--- --- --- --- 

- -1 +-1-+ ---1 +-I -\. ~ +-1+ -+ f--1+ -+ f--1 +- -+ 1---i +- +1--1 +- ~ f-- 

_ I _LI__l _I l_lj_ 

- 

_j Ll_!_ _j Lll. _j 1_1 l_ l 1_1 l_ _l_l_j L _!_l_j L 

- -1 t-1-+ -l t-1-t --1 t-1+ -+ 1--1+ --1- 1--1 +- -+ 1-l +-- -tl--1 +- +1-1 I- 

- 

- =I IIJ =I [I] J [II J [II J [I I J Cl I ]I] [ I!J [ 


- --- 

_I _LI__l 

- =I LII J [!I J [!I J [I I J I] I I!J [ I!J [ 

- 

-1 t-1-t -j t-1-t -j t-1+ -+ t---1+ --+ t---1 t- -t j-j t- -tl-l t- +1-+ t- 

- 

-,ill - ,Ill I ill I I1T I !1 i I ,-, I 111 I T1l I 


Tll 1- 

--- 

-t-1--1- ~ -t-1--1- 1- 

Tl- r Tll 1- 

+ l--1 1- +-!-+ 1- 

I 1 1 

I I !J [ 

+I ~ H- f-- +- 1-+ 1- 

l.l~ L _LI__l I _ 

+I-+ 1- t-1-+ 1- 

I!] I= I!J C 


I!J [ I!J I= 

+1--t r-- t-1-t 1- 

T1l 1- lll 1- 


2 2.5 3 3.5 4 4.5 5 5.5 6 


6.5 7

Appendix 11.5 



-ea 

a. 

~ 

-Q) 

'- 

::::::s 

Cl) 

Cl) 

Q) 

'- 

a. 

'- 

~ 

104 

103 

102 

101 




----- With pumping, 2004-06-10 

I I J-J- -1-11 I 

- - ------ 

1 I 1-1--1-11 I 

- - ------ 

100 

7 

_6 

Cl) 

ea 

Ss 

Q) 

> 

Q) 

'- Q) 

4 

-~ 

3 

I I 1-1--1-11 I 

- - ------ 

1-1-1-1- ~ ~ ~ + ~ ~ 1-1- - 1 -1~ ~ 

-------- - - ------ 

1-1-1-1- ~ ~ 4 + ~ ~ 1-1- - 1 -1~ ~ 

1-1-1-1- ~ ~ ~ + ~ ~ 1-1- - 1 -1~ ~ 

2 

5 

-c:: 

- 

·- 4 

E 

:::: 

1- 1- I - I - ---1 -t -t + t- r- 1-1--1-1---1 --t 

1= I= I =I = ::J =I =r I r= C Cl= = 1=1=1 =I 

-------- - - ------ 

1- 1- I -I - --l --t -t -t t- r- 1-1- - 1-1---l --t 

g> 2 

a. 

5 1 

a. 

0

Appendix 11.6 




~ During hydraulic crosshole interference test, 2004-04-26 

~ During hydraulic crosshole interference test, 2004-05-27 

~ After hydraulic crosshole interference test, 2004-06-09 

~ With pumping, 2004-06-10 

0 

5 

10 

_ _l _ 1_ 1 _j l_l lJ __ j_ _ I _ I _l U U __ L _j _j j_ lj_ lj_ 

- -I- - 1-1 ----j -l--1 -1---l - - -I- - 1 - 1 -I- ~ W- - - -l- ----j ----j -I- 1-1- 1--1-- 

- I -1-11 11 tl - - I -1 -1 I H h - - I I I I 11 11 

I I I I I I I I I I I I I I I I I I I I I I 

----------------------- 

- __J_ - 1- 1 _j ~ .!-I -U - - --!- - 1 - 1 __J_ W 1-!- - - .!- _j _j --!- 1--l. I-!- 

- -t -J-J -l t-1 ~ - - -t -1 -1 -t H M - - t- -i -l -t 1-t 1-t 

-~- ~ - 1 -1 1 1 ~-~ -- T - 1- 111111 - -Ill TII IT 

_ J _l_l _j L l 11 __ l_ _ I _ I J U U __ L _j _j l_ IJ Jj_ 

15 

~ 

-a. 

Q) 

0 

25 

30 

35 

40 

_ _l _ l _ l _j L f lJ~~ _ l_ _l _ l _l Ll U __ L _j _j l_ l__l ll_ 

- -+ - J- 1----j +-1 +-i- - -I- - 1 - 1-+ H ~ - - +- ---j ---j -I- 1-+ I+ 

-I - I - IIIIP1-- T - 1- 1111 r1--Ill TII IT 

_ _l _ 1_ 1 _j l_4 lJ ~ _ j_ _I _I _l U U __ L _j _j j_ l___l lj_ 

- -I- - I - I ~ -l--1 W - - --1-- - 1 -1 -I- W W- - - -l- ~ ~ --1-- 1-1- I+ 

- I -J- JI t-1 ti - - I - J -1 I H h - - I I I I 11 11 

1 - I - l l 1 111 - - T - 1 - ~ I 1 1 1 - - I I I T li lT 

- -l _ J_ J _j L l lJ - - J_ - 1 _ J -l U U - - L _j _j l_ 1-1 1--l 

- -t - J- 1 -i t-1 ti - - + - J - J -t H r-t - - t- -i -i + i-t I+ 

- I - I- l l 1 1 n- - T - 1- 11 n 1 - - I I I T li lT 

0.01 

0.1 1 10 

Electric conductivity (S/m, 25 °C}

D. 

D. 

D. 

D. 

0 

5 

10 

15 

-20 

E 

-~ 

.... 

0. 

Q) 

0 

25 

30 

35 

40 

45 







With pumping, 2004-06-10 


- -- - - - - - - - - - - - 

- -- _l - 

I - L _j j_ 

- 

I - 

I j_ 

- -- 

-+ -1- +-- -I +- -l- - 1- -l- 

- -- I 

-~- 

I I I ~- - 1- I 

I I I 

- -- - - - - 

__J_ D. 

-1- L- -I _j_ --1- - 1- _)__ 

- -- - 

- -- 

-t - 1-n- h -t t- --j- - I- -t 

- -- - 

- 

I I I I A t.T I - - I - T 

- -- _j_ _I_ L _j l _j ~ - I_ j_ 

6. 6. 

- -- -+ - 1- t- --I + --1 -D,.- cJ- - + 

- -- 

- ~ - 

I I I T - 1 - - ~ -&- 

T 

- -- - - - ~- 

I I I I I I 16. I 

D. 

- -- 

-+ - 1- +- ---+ +- ~- - ~ - - 

+ 

- -- I 

-~- - r I 

- 

T -1 - - 1- ~ t.T 

- -- - - - Tr 

- -- _l I - L _j - 

j_ 

- 

I - - I ~ - 

j_ 

I I I I I I I 6. ~::>. I 

~ 

- -- I - ~ - I I I ~- - 1- 

- -- 

- -- 

I I I 

... 

Appendix 11.7 

D. 

~ Lt 

- 

I - - 

- ~ 

T 

D. 

- 

I - - IF - T 

~ t 

~ ~D.- T 

- -- __J_ - 1- L _j _j_ --1- - In- 

~ 6. _)_ 

I I I I I I I 6. 6. I 

- -- - 

I 

I - I I T 

- -- - - - - 

- -- _j_ _I_ - L _j - l _j_ _ I-n- ~ 6.j_ 

- -- -+ -1- - t- --I - 

+ --1- - t-- ~ j- 

I I I I I I t.f I 

- -- 

- _l 

f-- - - I - L _j _L 

- I - 

_I-n t::__t::. _l 

- I- - 

-+ - 1- +- ---+ +- ~- - I ~ 

- I- - 

-r- - ~ - 

r I T ,- - 

_l_ L _j j_ I I -6. J:' 

- f-- - - - 

- f-- - 

-+ - - 1- +-- -I +- -l- - I- -l- 

- -- - 

I - ~ - I I I ~- - 1- I 

- -- 

- 

I I I I I I - - I 

- T 

- -- _J_ - -1- L _j J_ _J_ - 1- J_ 

- -- --+- - 1- t- ---t +- --j- - 1- -t 

- -- - 

I I - - 

I I T 

- -- - - - - - - - - - - 



I - I T 

4 5 6 

Temperature (°C}




----- With pumping (drawdown = 10 m, L=2 m, dL=0.25 m), 2004-01-15-2004-01-16 


----- With pumping (drawdown = 1 m, L=2 m, dL=0.25 m), 2004-01-20- 2004-01-21 

----- Without pumping (L=2 m, dL=0.25 m) , 2004-02-26- 2004-03-02 


----- During hydraulic crosshole interference test (L=2 m, dL=0.25 m) , 2004-05-06 - 2004-05-10 

----- After hydraulic crosshole interference test (L=2 m, dL=0.25 m) , 2004-06-14-2004-06-15 

40 

41 

42 



43 

44 

45 

46 

47 

48 

-49 

E 

-= 

a. 

50 

Q) 

0 51 

52 

53 

54 

55 

56 

57 

58 

59 

60 

'\ 

"oo "ooo "oooo "ooooo"oooooo 


10 100 1000 10000 


----------- - ----- - - - - - 






----- With pumping (drawdown = 1 m, L=2 m, dl=0.25 m) , 2004-01-20- 2004-01-21 




----- After hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-06-14-2004-06-15 

60 

61 

62 

63 

64 

65 

66 

67 

68 

-69 

E 

.......... 

£ 70 

a. 

Q) 

0 71 

72 

73 

74 

75 

76 

77 

78 

79 



80 

'\ ,ao ,aao ~aoo aaoo aaoo 

'\v '\0 ,ao 10 100 1000 10000 







----- With pumping (drawdown = 2 m, L=2 m, dl=0.25 m), 2004-01-19- 2004-01-20 






-.._ 

E 

~ 

.... 

a. 

Q) 

0 

80 

81 

82 

83 

84 

85 

86 

87 

88 

89 

90 

91 

92 

93 

94 

95 

96 

97 

98 

99 

100 


== -- = - :ll ~ ~ = - 1-) ~ = - :::1 -l = - 

-- - - - ~ - -I - 

-- == = - = - j ~)=- ~ ~ = - -i ~ ' = - 

-- - - t- - ___, - 

== = ~ "~= ~ = - = 

---- H I- - 

>--- - 

,__--- 

---- 

,__---- 

--- -- 

----- 

--- -- 

--- -- 

----- 

----- 

----- 

----- 

----- 

----- 

----- 

----- 

--- -- 

----- 

== = t ~= ~= ----- 

----- 

===- ~ ~ =~ = 

fe ~ 

== ·- 

------ 

------ 

------ 

= ~ ~ t- ------ 

----- 

----- 

-- == - -~~~ -=\~ = - - ' = 

----- 

- ----- 

----- 

== = = · ~ =\--;:= =\= 

-- - - - -' ru I ~ - ----- 

I- r - - 1- ----- 

I-- ----- 

\:fl == = = ~ ', J; = ~ = = = = = = = 

~~ ~ ~ 1!lrJ-.. -~-~--t~-+~ ---l._ f--;-+-~-~-~-+--~-~-----1 

-1- - -~~ ,_ - - 1- - 

=E := =F ~ >f- =l= i=1 := 

=~ k~ \= I-' =~ = = ~ ~ p-} = t= 1- = 

-1- - - , - - - - 

-r- - - 

=~ ==< 

-1- - - ~~ -J~ 1- .._ 

=~ = ::: - ~ t\ = ~\r = I= = 

-1- - __, ~ - - - 1- - 

-r- - - - ~ - 1- - 

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:=- I= I= = 

-1- - - - -1 - 1- - 

--- -- 

--- -- 

=;:= ={ - ~ --- -- 

-r------- =~ = =~- = 1~ = ------ = = = = = = 

-r- - - r -1 - -\ - - 

-1--- ~ -~- - 

----- 

----- 

----- 

----- 

----- 

----- 

--- -- 

--- -- 

----- 

----- 

----- 

----- 

----- 

--- -- 

----- 

----- 

----- 

----- 

----- 

----- 

----- 

----- 

----- 

----- 

----- 

----- 

----- 

----- 

----- 

----- 

----- 

----- 

--- -- 

-r- - - - 1- ' - - - - - - 

I 111111 I I 1111 I 1111111 I 1111111 I 111111 I 1111111 


89.3 

93.0 

'\ 

,oo ,ooo oooo oooo ~ooo 

'\ '\0 ,oov 10 100 1000 


10000 


~-- 

~- 




With pumping (drawdown = 10 m, L=2 m, dl=0.25 m) , 2004-01 -15-2004-01-16 

With pumping (drawdown = 2 m, L=2 m, dl=0.25 m) , 2004-01-19 - 2004-01-20 


Without pumping (L=2 m, dl=0.25 m) , 2004-02-26- 2004-03-02 




100 

101 

102 

103 

104 

105 

106 

107 

108 

E 

109 

- = a. 110 

Q) 

0 111 

112 

113 

114 

115 

116 

117 

118 

119 

120 


-- - - ~- 1/ - -I - __, 

-- - - - ~) - --' 

== = = t - = f- = :::; 

-- - - 1- - -f - -j 

-- - - , _ - ::t - ~ 

== = = .- - --\ = ~ 

-- - - -+- - -l - - 

-- - - -t- - --i - 

-- - - -t- - --i - 

-- - - -1- - --1 - 

-- - - ~ - --1 - - 

-- - - ~ - - 

---- 

-- - - - -; 

-- - --~~ - - + -\-- - 

-- - - - ---\- - 

-- - - )- -+ - 

-- == = 

- -=--'~- - 

= 

- 

\- 

-, 

-- - - - -i 

== = = - =l 

- 

-- -i -- - - - --1 - 

== -- = - = 

· ~ = - -=-} = = - 

-- - - - - - 

-- - - ,_ 

-- - - ~ - - ~ = = 

- 

== = = >= 

-- - - ,_ 

---- 

-- - - ~1- 

- 

---- - 

-- - - ~ - 

-- - +"'- 

-- - - ,.._ 

-- - - 4- 

---- 

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== = == ~ = = J 

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---- 

-- - - 

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-- - - 

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---- 

--- - 

---- 

'- - - 

- 

f- - ...., 

r - ~ 

- 

r- - t = = r- - - 

!- - - 

- ~ = t = 

--- 

--- 

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--- 

c- - - 

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r- - - 

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r- - - 

!- - - 

r- - - 

!- - - 

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!- - - 

f- r- r- - - 

f- - - 

r- r- r- r- - - 

r- - - 

f- r- r- - - 

I 1111111 I 11111 11 I 11 111 11 I 11111 11 I 1 1111 1 I 11111 11 

'\ ,oo ,aoo ,oaoo ,oaooo,aooooo 



10 100 1000 10000 






----- With pumping (drawdown = 2 m, L=2 m, dl=0.25 m), 2004-01 -19- 2004-01-20 






120 

121 

122 

123 

124 

125 

126 

127 

128 

- 

E 

129 

-= 130 

0.. 

Q) 

0 131 

132 

133 

134 

135 

136 

137 

138 



134.6 

139 

140 

,oo , 0 oo ~ooo ~ooo 00oo 

139.4 

\v \Ov \00 10 100 1000 10000 








----- With pumping (drawdown = 1 m, L=2 m, dl =0.25 m), 2004-01-20- 2004-01-21 

Without pumping (L=2 m, dl=0.25 m) , 2004-02-26 - 2004-03-02 




140 

141 

142 

143 

144 

145 

146 

147 

148 

E 149 

- £ 150 

a. 

Q) 

0 151 

152 

153 

154 

155 

156 

157 

158 

159 

160 


=' = j 

== = , ;::: F = - = ~ = : = = = = 

r- - ----- 

- = j ~ == ~ ~ = 

'- - ----- 

-------- 

- I- ------ 

-- - - 1J ~ -_ - -- ~- ---- = 

--- == =:~ _:~ {= ---- = = 

-- - - ~ - -- ---- 

---- 

---- 

---- 

---- 

== - - - _I :.J .;;;;;;;;l,j - - ~ = == ---= \.. 1 ~ ~ - =r- F - == -- -~, 'f' ~ - f- -- J -1 H loo. - = ~ 

== = : = = = = 

~ j , ~ = - - - - - - - - 

-- ---, ~ ~~ -c t- , t- - - - - - - 

-- ~ ~ - --1 - 

-- - - - -t - -- - - _J - --1 t - - - - - - 

-- 

~ ~ ~ -1- --t _ ,.~~v- =l - -t - 

== . "~~ = ~= j ' = ----- ----- 

----- 

----- 

-- L J~ _,- -I.. - - -- -L - - - - 

== - - - - ~ ~~= ~ - -~ ~ r= : : 

== = = = = ) t- = = = = = = = 

-- - - - - ----1 --- ---, --- 

-- ----l --- --1 --- 

-- - - - --; -= -= - ....,;;;;j - - - 

-- - - ... - 

-- :::z -~ L - -t - - - - - - - 

------ 

------ 

= t 

== = = ------ 

~ ~ = =\= ------ 

== ~ = ~~' ~= =,= = = = = = = = 

"""' 

-- 

- 

-- - 

-- -- - - - - - - - - -t- I- 

-f- -r-- - - 

-f- ---------1 ====== = =l 

-r-- - - -------- 

~-~-~!i-!!1-.li-i-i-~!-~-~~-~---=~·~~·~~ - 

-r-- 

...,,_ .-~ 

-f- ............ r- 1-- - - 

-f--- ------ 

-r--- ------ 

-r-- - - - - - - - - 

== = 

= r-- I~ -= =v= 

-f--- ------ f- 1- 

=~ = = = = = = = = := , :::::;-....~ = 

~ =,~ ~ ~ _a ~ 

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144.4 

150.7 

• ..-15•5··4- 

158.8 

10 100 1000 10000 











----- After hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-06-14- 2004-06-15 

160 


161 

162 

163 

164 

165 

166 

167 

168 

E 

169 

- £ 170 

c. 

Q) 

0 171 

171 .0 

172 

173 

174 

175 

176 

177 

173.2 

174.7 

176.5 

178 

179 

180 

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10 100 1000 10000 





- E 

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After hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-06-14- 2004-06-15 


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0 191 


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With pumping (drawdown = 1 m, L=2 m, dl=0.25 m), 2004-01-20- 2004-01-21 





200 

201 

202 

203 

204 

205 

206 

207 

208 

- = 210 a. 

Q) 

£. Fracture specific flow (into the hole) 

---- == = =~- 

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----- With pumping (drawdown = 1 m, L=2 m, dl=0.25 m), 2004-01 -20 - 2004-01 -21 





220 

221 

222 

223 

224 

225 

226 

227 

228 

-229 

- £ 230 

a. 

(].) 

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240 

241 

242 

243 

244 

245 

246 

247 

248 

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- = a. 250 

Q) 

0 251 

252 

253 

254 

255 

256 

257 

258 

259 

260 



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10 100 1000 10000 


----------------------- --- - - - - - - - - -- - - ~ 

--- - ---- -- 





----- With pumping (drawdown = 2 m, L=2 m, dl=0.25 m) , 2004-01-19-2004-01 -20 






260 

261 

262 

263 

264 

265 

266 

267 

268 

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c. 

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0 271 

272 

273 

274 

275 

276 

277 

278 

279 

280 


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With pumping (drawdown = 1 m, L=2 m, dl=0.25 m) , 2004-01-20 - 2004-01-21 



During hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-05-06-2004-05-10 

After hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-06-14-2004-06-15 

280 

281 

282 

283 

284 

285 

286 

287 

288 

-289 

E 

- £ 290 

c. 

Q) 

0 291 

292 

293 

294 

295 

296 

297 

298 

299 

300 


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'\'-' '\0'-' '\00'-' 10 100 1000 10000 












----- After hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-06-14 - 2004-06-15 

300 

301 

302 

303 

304 

305 

306 

307 

308 

- = 310 


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322 

323 

324 



325 

326 

327 

328 

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Q) 

0 331 

332 

333 

334 

335 

336 

337 

338 

339 

334.3 

340 

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10 100 1000 10000 









----- Without pumping (L=2 m, dl=0.25 m) , 2004-02-26 - 2004-03-02 


During hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-05-06-2004-05-10 


340 

341 

342 

343 

344 

345 

346 

347 

348 

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-= 

c.. 

350 

Q) 

0 351 

352 

353 

354 

355 

356 

357 

358 

359 

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10 100 1000 10000 






----- With pumping (drawdown = 2 m, L=2 m, dL=0.25 m) , 2004-01-19- 2004-01-20 

----- With pumping (drawdown = 1 m, L=2 m, dL=0.25 m) , 2004-01-20- 2004-01-21 

----- Without pumping (L=2 m, dL=0.25 m) , 2004-02-26- 2004-03-02 

----- During hydraulic crosshole interference test (L=2 m, dL=0.25 m) , 2004-04-05-2004-04-06 



360 

.A. Fracture specific flow (into the hole) • Fracture specific flow (into the bedrock) 

361 

362 

363 

364 

365 

366 

367 

368 

369 

E 

- £ 370 

a. 

Q) 

0 371 

372 

373 

374 

375 

376 

377 

378 

379 

380 

\ao \aao ~aao aaoo aaoo 

\V \() \Q'J 


10 100 1000 10000 


----------------------- ~-~~-~ ~- ~- 










----- After hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-06-14 - 2004-06-15 

380 

381 

382 

383 

384 

385 

386 

387 

388 

- 

E 

389 

-= c.. 390 

(]) 

0 391 

392 

393 

394 

395 

396 

397 

398 

399 



380.8 

390.0 

400 

,oo ,ooo oooo oooo oooo 

\ \0 ,oo 10 100 1000 10000 



------- --------------- - - - - - - - - - - - - · - - - 










After hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-06-14- 2004-06-15 

400 

401 

402 

403 

404 

405 

406 

407 

408 

-409 

E 

-= 

a. 

410 

Q) 

0 411 

412 

413 

414 

415 

416 

417 

418 

419 

420 


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495.6 

10 100 1000 10000 












420 

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422 

423 

424 

425 

426 

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Q) 

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10 100 1000 10000 












440 

441 

442 

443 



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445 

446 

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446.6 

448 

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- £ 450 

c. 

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0 451 

452 

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454 

455 

456 

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459 

460 

10 100 1000 10000 












460 

461 

462 

463 

464 

465 

466 

467 

468 

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E 

-:5 470 

a. 

Q) 

0 471 

472 

473 

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-. Fracture specific flow (into the bedrock) 

10 100 1000 10000 











After hydraulic crosshole interference test (L=2 m, dl=0.25 m}, 2004-06-14- 2004-06-15 

480 

481 

482 

483 

484 

485 

486 

487 

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504 

505 

506 

507 

508 

E 

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- £ 510 

c. 

Q) 

0 511 

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513 

514 

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517 

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544 

545 

546 

547 

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549 

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a. 

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0 551 

552 

553 

554 

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556 

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543.5 

10 100 1000 10000 












560 

561 

562 

563 

564 

565 

566 

567 

568 

E 

569 

- £ 570 

c. 

Q) 

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572 

573 

574 

575 

576 

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579 

580 


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568.8 

10 100 1000 10000 







With pumping (drawdown = 1 m, L=2 m, dl=0.25 m) , 2004-01-20- 2004-01 -21 




----- After hydraulic crosshole interference test (L=2 m, dl=0.25 m) , 2004-06-14 - 2004-06-15 

580 

581 

582 

583 

584 

585 

586 

587 

588 

E 589 

- £ 590 

c. 

Q) 

0 591 

592 

593 

594 

595 

596 

597 

598 

599 

600 

,& Fracture specific flow (into the hole) 

==- - ·~ ~~ = 

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10 100 1000 10000 













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,oo 

,aoo ,oaoo ,oaooo,aooooo 



10 100 1000 10000 












620 


621 

622 

623 

624 

625 

626 

627 

628 

-629 

E 

-= 

a. 

630 

(]) 

0 631 

632 

633 

634 

635 

636 

637 

638 

639 

640 

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\V \Qv \()Q 


10 100 1000 10000 











After hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-06-14 - 2004-06-15 

640 

641 

642 

643 

644 

645 

646 

647 

648 

-649 

E 

- = 

0.. 650 

Q) 

0 651 

652 

653 

654 

655 

656 

657 

658 

659 

660 

._ Fracture specific flow (into the hole) 

-- == = - -= ~ 

-= ~= 

---- ====~ 

---- 

== = =(-~~~= ---- - 

---- - 

-- == = - -=~~= - - = - 

---- - 

---- ~-- 

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== = =- ~= 

-1-- =~ = - -=~

Appendix 12.2 



+ Fracture head (0-1) 

o Fracture head (0-2) 

Fracture head (0-3) 

Head 0 in the borehole without pumping, 2004-02-26- 2004-03-02 

Head 1 in the borehole with pumping, drawdown 10 m, 2004-01-15-2004-01-16 

Head 2 in the borehole with pumping, drawdown 1.5- 3 m, 2004-01-19-2004-01-20 

Head 3 in the borehole with pumping, drawdown 1.5 m, 2004-01-20- 2004-01-21 

0 

50 

100 

150 

200 

250 

- E 300 

- .r:. 

..... 

a. 

Q) 

Cl 

350 

400 

450 

500 

550 

600 

650 

- -- 

- -- 

- -- 

- ~ - -- 1- -- 

• 

- ~ - 

- ~ - 

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- ~ - 

- 

- 

- 

- 

.. 

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-- ;i:r ~-- 

- - ~ 5.2 + ~-- 

- 

- 

- 

- 

- 

- -- 

- 

- 

- 

- 

- 

- 

- 

- --










FWH 1 (m)= Fresh water head in the borehole without pumpinQ (meter above sea level) 

Flow1 (ml/h) = Flow from the fracture to the borehole without pumpino . 2004-02-26- 2004-03-02 


FWH 2 (m)= Fresh water head in the borehole with pumpinQ (meter above sea level). drawdown 10 m 

Flow2(ml/h) = Flow from the fracture to the borehole with pumpinQ. 2004-01-15- 2004-01-16 


FWH 3 (m)= Fresh water head in the borehole with pumpino (meter above sea level), drawdown 2 m 

Flow3(ml/h) = Flow from the fracture to the borehole with pumpino. 2004-01-19- 2004-01-20 


FWH 4 (m)= Fresh water head in the borehole with pumpino (meter above sea level), drawdown 1 m 

Flow4(ml/h) =Flow from the fracture to the borehole with pumpino. 2004-01-20- 2004-01-21 


FWH 5 (m)= Fresh water head in the borehole without pumpinQ (meter above sea level), durinQ hydraulic crosshole interference test (borehole KR24 was pumped) 

Flow5(ml/h) = Flow from the fracture to the borehole without pumpino. durino hydraulic crosshole interference test (borehole KR24 was pumped). 2004-04-05- 2004-04-06 

05 LLP = Practical lower limit of measurable flowS (ml/h) 

FWH 6 (m)= Fresh water head in the borehole without pumpino (meter above sea level), durino hydraulic crosshole interference test (borehole KR24 was pumped) 

Flow6(ml/h) =Flow from the fracture to the borehole without pumpinQ , durino hydraulic crosshole interference test (borehole KR24 was pumped). 2004-05-06- 2004-05-10 

06 LLP = Practical lower limit of measurable floWS (ml/h) 

FWH 7 (m)= Fresh water head in the borehole without pumpino (meter above sea level). after hydraulic crosshole interference test (borehole KR24 pumpino was stopped) 

Flow7(ml/h) = Flow from the fracture to the borehole without pumpino. after hydraulic crosshole interference test (borehole KR24 pumpino was stopped). 2004-06-14- 2004-06-15 

07 LLP = Practical lower limit of measurable flow? (ml/h) 

Trans 1-2 (m2/s) =Calculated transmissivity of the fracture (between twh1 and twh2) 

FrH 1-2 (m)= Calculated fresh water head in the fracture (between fwh1 and twh2) 


FrH 1-3 (m)= Calculated fresh water head in the fracture (between fwh1 and twh3) 


FrH 1-4 (m)= Calculated fresh water head in the fracture (between twh1 and twh4) 

Depth FWH Flow1 Q1 FWH Flow2 Q2 FWH Flow3 Q3 FWH Flow4 Q4 FWH FlowS Q5 FWH Flow6 Q6 FWH Flow7 Q7 Trans 1-2 

(m) 1 (m) (ml/h) LLP 2 (m) (ml/h) LLP 3 (m) (ml/h) LLP 4 (m) (ml/h) LLP 5 (m) (ml/h) LLP 6 (m) (ml/h) LLP 7 (m) (ml/h) LLP (m 2 /s) 

89.3 5.90 50 40 -3.73 2500 150 3.36 500 250 4.49 90 30 5.21 -35 30 4.90 -60 50 5.55 30 30 6.99E-08 

93.0 6.17 30 40 -3.B6 2130 150 3.37 3BD 250 4.4B BD 30 5.20 0 30 4.90 0 50 5.54 30 30 5.75E-OB 

134.6 5.99 230 30 -3.BB 11000 150 3.36 1650 250 4.39 600 30 5.38 50 30 4.B5 0 30 5.53 190 30 3.00E-07 

139.4 6.15 32 30 -3.87 2830 150 3.37 430 250 4.39 100 30 5.29 0 30 4.87 0 30 5.52 0 30 7.67E-08 

144.4 6.10 300 30 -3 .89 13900 150 3.35 2000 250 4.37 810 30 5.10 100 30 4.86 35 30 5.50 250 30 3.74E-07 

150.7 6.10 680 30 -3 .B6 33300 150 3.40 4600 250 4.41 1BDD 30 5.13 400 30 5.10 260 30 5.4B 650 30 9.00E-07 

155.4 6.12 69800 30 -3 .83 513000 150 3.46 235000 250 4.40 130500 30 5.14 37200 30 4.85 39000 30 5.50 66000 30 1.22E-05 

158.8 5.85 23500 30 -3 .84 383000 150 3.48 105000 250 4.41 50000 30 5.14 13800 30 4.85 12000 30 5.50 20700 30 1.02E-05 

171 .0 5.88 118 30 -3.84 4640 100 3.48 670 80 4.39 270 30 5.08 60 30 4.86 50 30 5.52 120 30 1.28E-07 

173.2 6.14 1835 30 -3 .83 73700 100 3.4B 10650 80 4.40 3870 30 5.09 540 30 4.86 300 30 5.52 1700 30 1.98E-06 

174.7 5.99 3BO 30 -3.82 14200 100 3.49 1610 BD 4.40 730 30 5.12 150 30 4.87 110 30 5.52 330 30 3.87E-07 

176.5 5.88 220 30 -3.82 3720 100 3.50 630 80 4.40 360 30 5.12 90 30 4.90 70 30 5.52 200 30 9.91 E-08 

334.3 5.70 -110 40 -3.80 3720 120 3.67 540 60 4.28 1000 30 4.96 55 30 4.75 0 30 5.53 -110 30 1.11 E-07 

3BD.B 5.70 0 30 -3.74 1760 120 3.97 130 100 4.29 0 30 4.85 0 30 4.73 0 30 5.48 0 30 5.12E-OB 

F~ F~ ~H 

1 _ Tran~ 1-3 

2 

1 _ Tranl1-4 

3 

1 -4 

(m) (m /s) (m) (m /s) (m) 

6.10 4.87E-08 6.18 7.79E-09 7.66 * 

6.31 3.43E-OB 6.41 B.13E-09 7.18 * 

6.20 1.48E-07 6.42 6.35E-OB 6.9B 

6.26 3.93E-08 6.37 1.06E-08 6.98 

6.32 1.70E-07 6.59 8.10E-08 7.12 

6.31 3.99E-07 6.57 1.82E-07 7.13 

7.69 1.71 E-05 7.24 9.70E-06 8.10 

6.48 9.45E-06 6.53 5.06E-06 7.13 

6.13 6.32E-08 6.39 2.80E-08 7.04 

6.39 9.10E-07 6.69 3.21E-07 7.71 

6.26 1.35E-07 6.76 6.05E-OB 7.72 

6.49 4.73E-08 7.16 2.60E-08 8.21 

5.43 8.80E-08 5.36 2.15E-07 5.56 

- 2.06E-08


Depth FWH Flow1 Q1 FWH Flow2 Q2 FWH Flow3 Q3 FWH Flow4 Q4 FWH FlowS 

FrH FrH FrH 

QS FWH FlowS Q6 FWH Flow7 Q7 Trans 1-2 

1 _ Tran~ 

2 

1-3 

1 _ Tran~ 1-4 

(m) 1 (m) (ml/h) LLP 2 (m) (ml/h) LLP 3 (m) (ml/h) LLP 4 (m) (ml/h) LLP 5 (m) (ml/h) LLP 6 (m) (ml/h) LLP 7 (m) (ml/h) LLP 

3 14 

(m 2 /s) (m) (m /s) (m) (m /s) (m) 

390.0 5.71 -65100 30 -3.72 529100 120 4.08 243750 100 4.30 30000 30 4.91 -43600 30 4.73 -64300 120 5.47 -77300 30 1.73E-05 4.68 5.21 E-05 5.37 1.85E-05 4.74 

405.6 5.70 0 50 -3.68 85 30 4.20 - - - - - 4.92 0 30 4.74 0 120 5.49 0 50 2.49E-09 

444.1 5.83 150 50 -3.54 187800 30 4.29 25250 30 - - - 5.02 -370 30 4.94 -440 120 5.58 160 100 5.50E-06 5.84 4.48E-06 5.84 

446.6 5.84 0 50 -3.53 2725 30 4.29 400 30 - - - 5.11 0 30 4.96 0 120 5.57 0 100 7.99E-08 - 7.09E-08 

521 .6 6.08 -250 80 -3.35 1500 30 - - - - - - 5.24 -250 100 5.12 280 80 5.72 460 100 5.10E-08 4.73 

522.2 6.10 0 80 -3.36 450 30 - - - - - - 5.23 0 100 5.11 0 80 5.69 0 100 1.31 E-08 

543.5 6.13 0 80 -3.35 17 30 - - - - - - - - - - - - - - - 4.93E-10 

568.8 6.17 0 80 -3.28 74 30 - - - - - - - - - - - - - - - 2.15E-09 

598.4 6.18 0 30 -3.30 16 30 - - - - - - - - - - - - - - - 4.64E-10 

645.9 4.06 0 50 -3.40 32 30 - - - - - - - - - - - - - - - 1.18E-09 


** Flow2 over the measurement limit (300 000 ml/min)

Appendix 12.4 






Head(masl)= (Absolute pressure (Pa)- Airpressure (Pa) +Offset) /(1 000 kg/m 3 * 9.80665 m/s 2 ) +Elevation (m) 


• With pumping (drawdown = 10 m), 2004-01-15-2004-01-16 

With pumping (drawdown = 2 m), 2004-01-19-2004-01-20 


• Without pumping , 2004-02-26-2004-03-02 




0 

50 

100 

150 

200 

250 

-s 300 

.r:. 

-a. 

Q) 

350 

0 

400 

450 

500 

550 

600 

650 

-4 -3 -2 -1 0 1 2 3 4 5 6 7 


-------------------------- - --- -- - - 

Appendix 12.5 



-m 

a.. 

~ 

-Q) 

L.. 

102 

101 

::J 

100 

en 

en 

Q) 

L.. 

Q. 

99 

L.. 

< 98 

----- With pumping (drawdown = 10 m), 2004-01-15-2004-01-16 

----- With pumping (drawdown = 2 m) , 2004-01-19-2004-01-20 

----- With pumping (drawdown = 1 m) , 2004-01-20-2004-01-21 

----- Without pumping, 2004-02-26-2004-03-02 

----- With pumping, 2004-03-02 



----- After hydraulic crosshole interference test, 2004-06-14- 2004-06-15 

lt-1 -tiH til-t HI 

1~1 +I r::+ +=1 ~ r=J:I 

lt-1 -tiH til-t HI 

- 

4 

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E 

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6 

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I Ill I Ill I Ill I Ill ll i'i ~ Ill I Ill I Ill 11 ~ 1 I Ill 

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•• 

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- 

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c 60 

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-::::::.. 

~ 40 

m 

L.. 

Cl 30 

c 

Q. 20 

E 

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0 

hill Tin n1T n1r IT II- 1n1 liTI rr1n Till n1T 

~ 1+-1 +lW +-11+- W-1 +-- 1-f--.11- IWI __j 1-l-1 ~lW +-11-+ Wl+- 

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1 1 L L




6. 

6. 

6. 

6. 

6. 

6. 

6. 

0 


With pumping (drawdown = 10 m), 2004-01-15 - 2004-01-16 


With pumping (drawdown = 1 m), 2004-01-20- 2004-01-21 

Without pumping 2004-02-26 - 2004-03-02 


During hydraulic cross hole interference test, 2004-05-06 - 2004-05-10 

After hydraulic crosshole interference test, 2004-06-14-2004-06-15 

50 

100 

150 

200 

250 

- E 300 

-.I::. 

+-' 

a. 

Q) 

350 

0 

400 

n n - - r I I T 11 IT 

H H - - I I I I 11 11 

---------- 

450 

500 

550 

600 

650 

- -+ -1- 1---i +-1 ~ - - + -1 -1 -+ H H 

- -1- -1-l__j -l-1-1-l---+- -1-1-1- w 1-l 

= J =I= I~ II IJ = = I =1 =1 

J 0 CI = 

0.01 

0.1 1 10 





Without lower rubber disks 

v Without pumping before hydraulic crosshole interference test, downwards, 2004-03-02 

A Without pumping before hydraulic crosshole interference test, upwards, 2004-03-02 

v Without pumping after hydraulic crosshole interference test, downwards, 2004-06-15 

!:, Without pumping after hydraulic crosshole interference test, upwards, 2004-06-15 

0 

50 

I -1 I 11 M - - I I I I 11 11 

------------ 

1 -1 -i H H - - t- -J ---J -t 1---t 1-t 

I -1 -t H H - - t- ---1 ---1 + 1-t I+ 

100 

150 

200 

= ::I = I= I~ IJ D = = I =I ::I 0 0 = = r ~ ~ I I:J II 

- I -1-11 11 tl-- I- 11 11 M-- I I I 11111 

-1 -i H H - - t- -J ---J -t 1---t 1-t 

250 

-...._ 

E 300 

..c ..... 

c.. 

Q) 

0 

350 

- -1 -1- l __j LllJ-- 1- 

_ _l _ l_ l _j Ll lJ __ l_ 

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- I - I-ll 11 n-- T- 

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---------- 

I --+ ~ W - - -1- ~ ~ +- 1---l- 1--l--- 

I -1 U U - - L __j __j 1- I-!. 11- 

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I =:I D [I = = I: =:J =:J I I=:I II 

I I n rT - - I I I T 11 IT 

I I H H - - I I I I 11 11 

----------- 

400 

450 

500 

550 

600 

650 

~ --------- 

Vr-1 ~ - +- -j -j +1-+1+ 

---------------· ------ 

- --+ -1-1 ~ -1-1 -l-1 - - +- -1 -1 -I- ~ W - -1- _j _j +- 1---1- I+ 

--1 -1-l__j LllJ-- 1- -1-1--!. U U- L __j __j 1-1--!.11- 

= =:I = I= I ::::J Ll IJ = = I =I =I =:I 0 [] = L ::::J ::::J I J::J II 

-~-1-lllln-- T -1-11 nn- Ill TIIIT 

= ::I = 1=1~ t=l D ==I =I =I ::I 0 0 = r ~~I I:J II 

- I - 1- 11 11 tl - - I -1 -1 I H H - I I I I 1--t 11 

---------------- 

- -+ - 1-1 -j +-1 +-i - - + -1 -1 -+ H H - 

- -I- - 1-1 ___j Ll -1-1 - - -+- -1 -1 -I- W W - 

= J = 1=1~ [ID== I =I =I J 0 0 = 

0.01 

0.1 1 

Electric conductivity (S/m, 25 °C) 

10




L!. 

L!. 

D. 

L!. 

L!. 

L!. 

L!. 

0 





Without pumping 2004-02-26 - 2004-03-02 



After hyd rau lie cross hole interference test, 2004-06-14 - 2004-06-15 

50 

100 

150 

200 

250 

- E 300 

- .s= 

.... 

c. 

Q) 

Cl 

350 

- 1- - 

- 1- - 

--L---1- -1-- 

_ j_ ___ l __ I __ 

=r=== ~ = =~== 

- 1- - 

400 

450 

500 

550 

600 

650 

6 

7 8 9 10 11 12 13 

Temperature ( °C)




Without lower rubber disks 

v Without pumping before hydraulic crosshole interference test, downwards, 2004-03-02 

L!. Without pumping before hydraulic crosshole interference test, upwards, 2004-03-02 

v Without pumping after hydraulic crosshole interference test, downwards, 2004-06-15 

-'-' Without pumping after hydraulic crosshole interference test, upwards, 2004-06-15 

V 

0 

50 

100 

- 1- - 

--- 

--r-- - - 1 - - 1- - 

- 1- - 

--- 

- 1- - 

150 

200 

250 

= I= = 

- 1- - 

- 1- - 

--- 

- 1- - 

- 1- - 

--- 

- 1- - 

- 

..._ E 300 - I_ - 

£. 

..... 

= I= = 

a. 

Q) 

- 1- - 

Cl 350 

- 1- - 

400 

450 

500 

550 

600 

650 

6 7 8 9 10 11 12 13 

Temperature (°C)




2003-12-18 

-(.) 

0 

1.(') 

N .._ 

1.00 

0.90 

0.80 

0.70 

0.60 

0.50 

0.40 

0.30 

0.20 

0.10 

0.00 

Length of section = 2 m 


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l


0 

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-(/) 

- 

1.60 

1.50 

1.40 

1.30 

1.20 

1.10 

1.00 

0.90 

0.80 

0.70 

0.60 

0.50 

0.40 

0.30 

O,lkiluoto, borehole KR28 


2004-01-15- 2004-01-16 



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111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 11 I 111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 1111111 11 

111111111 111111 I 11 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111 I 11 111111111 111111111 11111111 I 1111/1111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 


111111111 111111 Ill 111111111 111111111 I 11111111 111111 Ill I 11111111 111111111 

111111111 11111111 I 111111111 111111111 111111111 111111111 111111111 11 1111111 

111111111 111111 I 11 111111/11 111111111 111111111 111111111 111111111 111111111 

111111111 11 1111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 11111 I Ill 111111111 111111111 Ill I I Ill I 111111111 111111111 

111\11111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 Ill I I Ill I 111111111 111111111 llllll\11 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 11111111 I 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 I I 1111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 

lTTII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 

442.2m 

388.2m 

0 100 200 300 400 500 600 700 800 





During hydraulic crosshole interference test (L=2 m, dL=0.25 m), 2004-04-01 

During hydraulic crosshole interference test (L=2 m, dL=0.25 m), 2004-05-06 

----- After hydraulic crosshole interference test (L=2 m, dL=0.25 m), 2004-06-11 -2004-06-14 

5 

6 

7 

8 

9 

10 

11 

12 

13 

E' 14 

- £ 15 

0. 

Q) 

0 16 

17 

18 

19 

20 

21 

22 

23 

24 

25 

£. Fracture specific flow (into the hole) "Y Fracture specific flow (into the bedrock) 

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14.5 

19.0 

22.3 

10 100 1000 10000 100000 







After hydraulic crosshole interference test (L=2 m, dl=0.25 m), 2004-06-11 -2004-06-14 

25 

26 

27 

28 

29 

30 

31 

32 

33 

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= 

c. 

35 

Q) 

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37 

38 

39 

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41 

42 

43 

44 

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-., Fracture specific flow (into the bedrock) 

28.1 

36.0 

36.2 

37.9 

10 100 1000 10000 100000 


Appendix 13.2 









Depth of fracture (m) = Depth from reference depth to the fracture (m) 


Flow1 (ml/h) = Flow from the fracture to the borehole during hydraulic crosshole interference test, 2004-04-01 

01 lower Limit Pract (ml/h) =Practical lower limit of measurable flow1 (ml/h) 


Flow2(ml/h) = Flow from the fracture to the boreholeduring hydraulic crosshole interference test, 2004-05-06 


Fresh water head3 (masl) =Fresh water head in the borehole without pumping (meter above sea level), after hydraulic crosshole interference test 

Flow3(ml/h) = Flow from the fracture to the borehole without pumping, after hydraulic crosshole interference test, 2004-06-11 - 2004-06-14 


Depth of 

fracture 

(m) 

Fresh Q11ower Fresh Q21ower Fresh Q31ower 

water Flow1 Limit water Flow2 Limit water Flow3 Limit 

head1 (ml/h) Pract head2 (ml/h) Pract head3 (ml/h) Pract 

(masl) (ml/h) (masl) (ml/h) (masl) (ml/h) 

Comments 

14.5 8.62 54 30 7.77 55 30 7.52 82 30 

19 8.61 485 30 7.69 465 30 7.51 508 30 

22.3 8.61 1330 30 7.92 1090 30 7.49 1080 30 

28.1 8.59 390 30 7.73 320 30 7.45 240 30 

36 8.6 280 30 7.67 215 30 7.43 260 30 

36.2 8.59 210 30 7.67 170 30 7.43 150 30 * 

37.9 8.61 -2700 30 7.72 -2350 30 7.42 -1740 30 


Measurements with pumping were not performed. 

Due to that transmissivities and fracture heads were not been able to calculate.

Appendix 13.3 










• After hydraulic crosshole interference test, 2004-06-11 - 2004-06-14 

0 

- I- - 1-- - 1--- - 1---1---1---1- 

- ~----- - - ~ -- --- 

5 

10 

15 

-20 

E 

- ..c ..... 

a. 

Q) 

0 25 

30 

35 

---1- 

40 

45 

7 8 9 


Appendix 13.4 


Air pressure and water level in the borehole during flow logging 



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~ 

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1 I I I I I I I I I I I I I 11 I I I I I I 11 


0.01 0.1 1 10 


~ 

Appendix 13.6 

Olkiluoto, Borehole KR28B 





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5 6 7 

Temperature (°C)


Olkiluoto, borehole KR24 


----- With pumping (Drawdown 1 - 4 m, L = 2 m, dl = 0.25 m), 2004-01-26- 2004-01-27 

----- With pumping (Drawdown 2 m, L = 2 m, dl = 0.25 m), 2004-01-28 

----- With pumping (Drawdown 3.7-4.5 m, L = 2 m, dl = 0.25 m), 2004-01-28-2004-01-29 

----- With pumping (Drawdown 2.7-5.2 m, L = 2 m, dl = 0.25 m), 2004-01-29 

----- With pumping (Drawdown 2.4- 2.8 m, L = 2 m, dl = 0.25 m), 2004-01-29 

20 

21 

22 



23 

24 

25 

23.8 

28 

£ 30 --~--~---4~~+---~--~--~ 

a. 

Q) 

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34 

35 

36 

37 

38 

39 

40 

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10 100 1000 10000 100000 









----- With pumping (Drawdown 2.4 - 2.8 m, L = 2 m, dl = 0.25 m), 2004-01-29 

40 

41 

42 

43 

44 

45 

46 

47 

48 

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- £ 50 

c.. 

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52 

53 

54 

55 

56 

57 

58 

59 

60 


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11111111 11111111 I 111111 11111111 11111111 

\ ao \ ao0 , aao0 , 0 aao0, 00 aa0° 


"Y Fracture specific flow (into the bedrock) 

44.2 

44.8 

47.2 

58.1 

10 100 1000 10000 100000 





----- With pumping (Drawdown 1 - 4 m, L = 2 m, dl = 0.25 m), 2004-01-26 - 2004-01-27 

----- With pumping (Drawdown 2 m, L = 2 m, dl = 0.25 m) , 2004-01-28 




60 

61 


.... Fracture specific flow (into the bedrock) 

62 

64 

65 

66 

67 

68 

-69 

E ...._ 

£ 70 

a. 

Q) 

0 71 

72 

79 

80 

\oo 

\coo \oooo \ooooo\oooooo 


10 100 1000 10000 100000 


-----------------------------------~-~~~· -- - 

~ 

~- 

~-- 

~- 

~-- 

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----- With pumping (Drawdown 3.7- 4.5 m, L = 2 m, dl = 0.25 m), 2004-01-28- 2004-01-29 



80 

81 

82 

83 

84 

85 

86 

87 

88 

'E 89 

- £ 90 

c. 

Q) 

0 91 

92 

93 


-r- -- 

-r- == y 

~ 

~ 

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-r- - - -- ~ 

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94 

95 

96 

97 

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---- 

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94.2 

98 

99 

100 

11 111111 11 111111 1111 1111 1 111 111 : I 1 1 1111 I 111 111 

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10 100 1000 10000 100000 





----- With pumping (Drawdown 1 -4 m, L = 2 m, dl = 0.25 m), 2004-01-26-2004-01-27 


----- With pumping (Drawdown 3.7-4.5 m, L = 2 m, dl = 0.25 m) , 2004-01-28-2004-01-29 



100 

101 

102 

103 

104 

105 

106 

107 

108 

E' 1o9 

- £ 110 

c. 

Q) 

0 111 

112 

113 

114 

115 

116 

117 

118 

119 

120 


---- 

1- - - 

---- 

~ 1- - - 

---- - 1- - - 

---- --- 

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----- With pumping (Drawdown 1 - 4 m, L = 2 m, dL = 0.25 m), 2004-01-26- 2004-01-27 

----- With pumping (Drawdown 2 m, L = 2 m, dL = 0.25 m), 2004-01-28 

----- With pumping (Drawdown 3.7-4.5 m, L = 2 m, dL = 0.25 m), 2004-01-28- 2004-01-29 

----- With pumping (Drawdown 2.7-5.2 m, L = 2 m, dL = 0.25 m), 2004-01-29 

----- With pumping (Drawdown 2.4- 2.8 m, L = 2 m, dL = 0.25 m), 2004-01-29 

120 

121 

122 

123 

124 

125 

126 



127 

128 

129 

E 

- £ 130 

c. 

Q) 

0 131 

132 

133 

134 

135 

136 

137 

138 

139 

140 

"oo 



10 100 1000 10000 100000 





----- With pumping (Drawdown 1-4 m, L = 2 m, dl = 0.25 m), 2004-01-26-2004-01-27 





140 

141 

142 

143 

144 

145 

146 

147 

148 

149 

E 

- .r::. 

+-' 150 

a. 

(l) 

0 151 

152 

153 

154 

155 

156 

157 

158 

159 

160 


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f: = = 

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\GG \GQG \GQGG \GGQQG\QGQQGG 10 100 1000 10000 100000 






----- With pumping (Drawdown 1 -4 m, L = 2 m, dl = 0.25 m), 2004-01-26- 2004-01-27 


----- With pumping (Drawdown 3.7-4.5 m, L = 2 m, dl = 0.25 m), 2004-01-28- 2004-01-29 



160 

161 

162 

163 

164 

165 

166 

167 

168 

E' 169 

- £ 170 

c.. 

Cl) 

0 171 

172 

173 

174 

175 

176 

177 

178 

179 

180 


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--- - - - ~ - - 

--- 

--- 

--- 

= =-? -- = = 

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----- With pumping (Drawdown 1 -4 m, L = 2 m, dL = 0.25 m), 2004-01-26- 2004-01-27 

----- With pumping (Drawdown 2 m, L = 2 m, dL = 0.25 m) , 2004-01-28 

----- With pumping (Drawdown 3.7-4.5 m, L = 2 m, dL = 0.25 m), 2004-01-28-2004-01-29 



180 

181 

182 



183 

184 

185 

186 

187 

188 

E 

189 

- :5 190 

c. 

Q) 

0 191 

192 

193 

194 

195 

196 

197 

198 

199 

200 

\OQ \OQO \OQQO \OQQQQ\QQQQQO 


10 100 1000 10000 100000 





----- With pumping (Drawdown 1 -4 m, L = 2 m, dL = 0.25 m), 2004-01-26- 2004-01-27 


----- With pumping (Drawdown 3.7-4.5 m, L = 2 m, dL = 0.25 m), 2004-01-28-2004-01-29 



200 

201 

202 

203 

204 

205 

206 

207 



208 

-209 

E 

- £ 210 

a. 

Q) 

0 211 

212 

213 

214 

215 

216 

217 

218 

219 

220 

"ao 

'\ aao "aaao '\ aaaao" aaaaao 


10 100 1000 10000 100000 





----- With pumping (Drawdown 1 - 4 m, L = 2 m, dl = 0.25 m), 2004-01-26-2004-01-27 





220 

221 

222 

223 

224 

225 



E' 229 -+---_.....~--+--+-----+---l------j 

- £ 230 -~-~~~--~---+---+-~ 

c.. 

Q) 

0 231 

233 

234 

235 

236 

237 

238 

239 

240 

'\ oo 

'\ ooo '\ oooo '\ ooooo" oooooo 


10 100 1000 10000 100000 







----- With pumping (Drawdown 3.7 - 4.5 m, L = 2 m, dl = 0.25 m), 2004-01-28-2004-01-29 


----- With pumping (Drawdown 2.4 - 2.8 m, L = 2 m, dl = 0.25 m), 2004-01-29 

240 

£, Fracture specific flow (into the hole) T Fracture specific flow (into the bedrock) 

241 

242 

243 

244 

245 

246 

247 

248 

-249 

E 

- £ 250 

c. 

Q) 

0 251 

252 

253 

254 

255 

256 

257 

258 

259 

260 

"oo 

"ooo "oooo "ooooo, oooooo 


10 100 1000 10000 100000 










260 

261 

262 



264 

265 

266 

267 

268 

-269 

E 

- £ 270 

a. 

Q) 

0 271 

272 

273 

274 

275 

277 

278 

279 

280 

"aa 

"aaa "aaaa "aaaaa" aaaaaa 


10 100 1000 10000 100000 





----- With pumping (Drawdown 1 - 4 m, L = 2 m, dl = 0.25 m), 2004-01-26-2004-01-27 





280 

281 

282 

283 



285 

286 

287 

288 

I 289 

£ 290 --~--~-+-+~--r---~---+--~ 

a. 

Q) 

Cl 291 

292 

293 

294 

295 

294.8 

296 

297 

298 

299 

300 

"o '\ oo "ooo "oooo "ooooo" oooooo 10 100 1000 10000 100000 



------------------------------------------------------------------------------------------------------------- - 









300 

301 

302 

303 

304 

305 

306 

307 

308 

-309 

E 

- £ 310 

a. 

Q) 

0 311 

312 

313 

314 

315 

316 

317 

318 

319 

320 


f-- r- ~ -- r- - r- - - 

~ = 

- - - - - 

r- ~.s._ -- r- r- ~~ >=- - - - - ~= - - - 

-- -- -- -- - - - - - - 

-- -- - 

-- ..., 

-- - - - - - ...J 

-- - 304.3 

-- . 

-- -- - - =r~ - - - - 

- 

-- 305.2 

- - - ~ - -- r- _ - - - - - - - - 

f-- f-- - f-- > ~ 

- r- - - - - - 

r- lli.. r- r- ~ 1- - r- - - 1- - - - 

r- 1- r- 1- r- 1- - 

- r- - - 1- - - - 

r- ~ 1- - 309.4 

r- - r- - r- - -rr-- - - - 

r- r- ~ r- - r- - - - - - - 

f-- f-- ~~ f-- - 

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- 

f-- - 

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r- - r- - - - 

= ~ - - - 

~ = = - = 

-- - ~ 

-- - - - - -- - - - 

- - -- -- -- - - - - - - - - - 

-- - - 317.3 

-- ~~ - 

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-- - - - -- 

-- - - - - - 

--- 

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== = :: ) = = = = 

== = :: t = = = = 

11111111 11111111 11111111 11111111 11111111 11111111 

"ao 

"aoo "aaao "aaaao" aaaaao 


10 100 1000 10000 100000 







----- With pumping (Drawdown 3.7 - 4.5 m, L = 2 m, dl = 0.25 m), 2004-01-28-2004-01-29 


- ---- With pumping (Drawdown 2.4- 2.8 m, L = 2 m, dl = 0.25 m), 2004-01-29 

320 

321 

322 

323 

324 

325 

326 

327 

328 

E 

329 

- £ 330 

a. 

Q) 

0 331 

332 

333 

334 

335 

336 

337 

338 

339 

340 


e- 

- e- 

- e- 

- e- 

c- 

i- 

i- 

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I- - - I- - - 

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I 1111111 I 1111111 I 1111111 I 1111111 IIITim T~ 

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331 .6 

10 100 1000 10000 100000 










340 

341 

342 

343 

344 

345 

346 

347 

348 

-349 

E 

- :5 350 

a. 

Q) 

0 351 

352 

353 

354 

355 

356 

357 

358 

359 

360 


"oo 



.. Fracture specific flow (into the bedrock) 

1- -- 

1- -- 

1- -- 

1- - - -- 

1---- ~ --- 

1--- .,- --- 

f= = = = ~ r;:: - = = 

t-- - - 

t-- - - 

t-- - - 

t-- - - 

t---- ~ - 

f= = = =-1 :::: 

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1- -- 

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1- - - -~ ~ - 

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1- - - 

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I 1111111 I I 1111 I 1111111 I 111111 

10 100 1000 10000 100000 





----- With pumping (Drawdown 1 -4 m, L = 2 m, dl = 0.25 m), 2004-01-26-2004-01 -27 





360 

361 

362 

363 

364 

365 

366 

367 

368 

-369 

E 

- £ 370 

a. 

Q) 

0 371 

372 

373 

374 

375 

376 

377 

378 



379 

380 

"c;§.) "c;§)O "aaoo "aoaoo" aoaaoo 10 100 1000 10000 100000 










----- With pumping (Drawdown 2.4- 2.8 m, L = 2 m, dl = 0.25 m), 2004-01 -29 

380 


381 

382 

383 

384 

385 

386 

387 

388 

-389 

E 

-= 390 

Cl. 

Q) 

0 391 

392 

393 

394 

395 

396 

397 

397.1 

398 

399 

400 

"r§:J "r;§:§J "r:.§:F:l:J "r:§::F§J'\ aooooo 10 100 1000 10000 100000 











400 

401 

402 

403 

404 

405 

406 

407 

408 

-409 

E .._ 

£ 410 

c.. 

Q) 

0 411 

412 

413 

414 

415 

416 

417 

418 

419 

420 


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"r::l:!J "r::§§:!J "o(§JO "aooo\ aooaoo 10 100 1000 10000 100000 











420 

421 

422 

423 

424 

425 

426 

427 

428 

-429 

E 

-= 

a. 

430 

Q) 

0 431 

432 

433 

434 

435 

436 

437 

438 

439 

440 


r- I- r- - I- -~ 

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I- - - 

r- r- I- - r- - ~ = 

I- - 

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I 1111111 I 1111111 I 1111111 I 1111111 I 1111111 I 1111111 

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10 100 1000 10000 100000 










.. Fracture specific flow (into the hole) ~ Fracture specific flow (into the bedrock) 

440 -- -- r- -- - -- r- > 

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441 -- - - 

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443 

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= ~ 

--- -- r- --- -- r- --- 

~ -- r- ---- - -- r- - - 

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-- -- r- -- -- r- -- - - 

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-- -- r- -- r- ~ 

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-- -- r-- - ~ 

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-- r- - 

_ _, 

- - - - - -- r- - - - --t 

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r- -- r- ~ - 

r- - -- r- r- - -- r- = ...:11 

- r- - - - -- r- - - 

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-- r- - - 

r- -- 

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~ = 

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'\ '\0 ,oo , 0 oo ,oooo ,ooooo,oooooo 10 100 1000 10000 100000 

- 



---------------------------------------------------------------------------------------- - ----· -- 









.. Fracture specific flow (into the hole) ~ Fracture specific flow (into the bedrock) 

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Single point resistance (ohm) 

-









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\O \oo \ooo \oooo \ooooo\oooooo 10 100 1000 10000 100000 











500 

501 

502 

503 

504 

505 

506 

507 

508 

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£ 510 

c.. 

Q) 

0 511 

512 

513 

514 

515 

516 

517 

518 

519 

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I 111111 I 111111 I 11111 I 111111 

10 100 1000 10000 100000 





----- With pumping (Drawdown 1 -4 m, L = 2 m, dL = 0.25 m), 2004-01-26-2004-01-27 


----- With pumping (Drawdown 3.7-4.5 m, L = 2 m, dL = 0.25 m), 2004-01-28- 2004-01-29 

----- With pumping (Drawdown 2.7-5.2 m, L = 2 m, dL = 0.25 m), 2004-01-29 


520 

521 

522 

523 

524 

525 

526 

527 

528 

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E 

- £ 530 

a. 

Q) 

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532 

533 

534 

535 

536 

537 

538 

539 

540 



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'\ ao '\ aoo '\ aaoo '\ aaaoo'\ aoaaoo 


10 100 1000 10000 100000 










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,_ - - 

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r- - - - 

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--- 

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'\ oo 

T 

'\ ooo '\ oooo '\ ooooo '\ oooooo 



"= = 

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r- -- ~ -- 

r- -- -- 

r- -- = ~ -- 

r- -- -- 

r- -- -- 

r- -- -- 

r- -- -- 

r- -- -- 

r- -- -- 

r- -- -- 

r- -- r- -- - - 

r- -- r- -- r- -- r- -- - - 

r- -- r- -- r- -- r- -- - - 

r- -- r- -- r- -- r- -- - - 

r- -- -- 

r- -- -- 

r- -- -- 

r- -- -- 

r- -- -- 

r- -- -- 

r- -- -- 

r- -- -- 

r- -- -- 

r- -- -- 

r- -- -- 

r- -- - - 

r- -- r- -- - 

r- -- r- -- - - 

r- -- r- -- r- -- r- -- - - 

r- -- r- -- r- -- r- -- - - 

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r- -- -- 

-- -- 

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-- -- 

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I 1111111 I 1111111 I 1111111 I 1111111 

10 100 1000 10000 100000 


Appendix 14.2 



(L = 2.0 m, dl = 0.25 m) 


2004-01-26 - 2004-01-27 


2004-01-28 

Fresh water head 3 in the borehole with pumping , 

2004-01-28- 2004-01-29 


2004-01-29 


2004-01-29 

a 

X 

+ 

0 

* 

* 


Calculated using FWH (2-1) 








Calculated using water level (0-3) 





==== ===~ ==== 

--· --- 

= = = =1t= = = = 

150 

.. 

200 

I 2so 

~ 

a. 

~ 300 

350 

- - ·---------- 

0--- 

---0 ---- 

--- -( ---- 

= ~~ =:n= ==== ~== 

---- p---- 

400 

450 

1111 1111 

0 1 2 3 4 5 


6 

,.... ~OJ ~eo ~ ~re ~~ ~\>. 

~



Borehole: OLKR24 






D of fr (m) from ground level= Depth from reference depth to the fracture (m) 

WL 0 (m) = Long time average of water level before pumping (meter above sea level) 

FWH 1 (m)= Fresh water head in the borehole with pumping (meter above sea level), 2004-01-26-2004-01-27 

Flow1 (ml/h) = Flow from the fracture to the borehole with pumping, 2004-01 -26 - 2004-01-27 

FWH 2 (m)= Fresh water head in the borehole with pumping (meter above sea level), 2004-01-28 

Flow 2 (ml/h) = Flow from the fracture to the borehole with pumping, 2004-01-28 

FWH 3 (m)= Fresh water head in the borehole with pumping (meter above sea level), 2004-01-28- 2004-01-29 

WL 3 (m) = Water level in the borehole with pumping (meter above sea level), 2004-01-28 - 2004-01-29 

Flow3 (mllh) =Flow from the fracture to the borehole with pumping, 2004-01-28- 2004-01-29 

FWH 4 (m) = Fresh water head in the borehole with pumping (meter above sea level), 2004-01-29 

WL 4 (m) = Water level in the borehole with pumping (meter above sea level), 2004-01-29 

Flow4 (ml/h) =Flow from the fracture to the borehole with pumping, 2004-01-29 

FWH 5 (m) = Fresh water head in the borehole with pumping (meter above sea level), 2004-01-29 

WL 5 (m) = Water level in the borehole with pumping (meter above sea level), 2004-01-29 

FlowS (mllh) =Flow from the fracture to the borehole with pumping, 2004-01-29 



T 2-3 {m 2 /s) =Calculated transmissivity of the fracture (between fwh2 and fwh3) 


T WL 0-3 (m 2 /s) = Calculated transmissivity of the fracture (between WLO and WL3) 

T WL 0-4 (m 2 /s) =Calculated transmissivity of the fracture (between WLO and WL4) 

T WL 0-5 (m 2 /s) = = Calculated transmissivity of the fracture (between WLO and WLS) 

T (m 2 /s) most repr. = The most represantive transmissivity 

D offr WL 0 FWH1 Flow1 FWH2 Flow 2 F~H WL 3 Flow3 FWH4 WL4 

(m) (m) (m) (ml/h) (m) (ml/h) (m) (m) (ml/h) (m) (m) 


(ml/h) 

FWH 5 WL 5 Flow T 2-1 

TWL 

T (m 2 /s) 

T 1-3 T 2-3 T5-4 

TWL TWL 

5 2 

(m 2 /s) (m 2 /s) (m 2 0-3 

/s) 

0-4 (m 2 /s) 0-5 (m 2 most 

(m) (m) (ml/h) (m /s) /s) 

(m 2 /s) repr. 

23.8 5.50 - - - - - - - 1.46 1.43 

44.2 5.50 - - - - - - - 1.58 1.51 

105500 

4400 

3.21 3.20 53500 8.16E-06 - 7.12E-06 6.39E-06 8.16E-06 

3.23 3.17 1750 4.41E-07 - 3.03E-07 2.06E-07 4.41 E-07


D of fr WL 0 FWH Flow 1 FWH 2 Flow 2 FWH 3 WL 3 Flow 3 FWH 4 WL 4 Flow 4 FWH 5 WL 5 Flow 5 T 2-1 T 1-3 T 2-3 T5-4 TWL TWL TWL 

{m) {m) 1 {m) {mllh) {m) {mllh) {m) {m) {mllh) {m) {m) {mllh) {m) {m) {mllh) {m 2 /s) {m 2 /s) {m 2 /s) {m 2 /s) 0-3 {m 2 /s) 0-4 {m 2 /s) 0-5 {m 2 /s) 

T {m 2 /s) 

most 

repr. 

44.8 5.50 - - - - - - - 2.96 2.89 13500 3.22 3.17 6220 ** - 1.42E-06 7.33E-07 7.33E-07 

47.2 5.50 - - - - - - - 3.01 2.88 25500 3.26 3.16 25500 ** - 2.67E-06 2.99E-06 2.99E-06 

58.1 5.50 - - - - - - - 3.01 2.85 5400 3.30 3.14 4500 ** - 5.60E-07 5.24E-07 5.24E-07 

76.2 5.50 - - - - - - - 2.88 2.68 9200 3.29 3.10 9600 ** - 8.96E-07 1.10E-06 1.10E-06 

94.2 5.50 - - - - - - - 1.67 1.42 391000 3.36 3.12 275000 1.89E-05 - 2.63E-05 3.17E-05 1.89E-05 

115.5 5.50 - - - - - - - 2.29 1.98 498000 - - - - 3.89E-05 - 3.89E-05 

178.6 5.50 5.48 290 - - 1.99 1.37 2730 - - - - - - 1.92E-07 1.82E-07 - - 1.92E-07 * 

188.5 5.50 5.48 100 - - 2.04 1.38 1000 - - - - - - 7.19E-08 6.67E-08 - - 7.19E-08 * 

294.8 5.50 3.04 1880 - - 2.62 1.45 1350 - - - - - - ** 9.16£-08 - - 9.16E-08 

304.3 5.50 3.07 350000 4.70 235000 2.79 1.52 339000 - - - - - - 1.94E-05 ** 1.50£-05 2.34E-05 - - 1.50E-05 **** 

305.2 5.50 3.08 500 4.69 290 2.78 1.52 450 - - - - - - 3.58E-08 ** 2.30E-08 3.11E-08 - - 2.30E-08 

309.4 5.50 3.14 1320 4.72 850 2.82 1.52 1350 - - - - - - 8.17E-08 ** 7.23E-08 9.32E-08 - - 7.23E-08 

317.3 5.50 3.24 4500 - - 2.88 1.54 4850 - - - - - - ** 3.36E-07 - - 3.36E-07 

331.6 5.50 3.27 140000 - - 3.03 1.58 148000 - - - - - - ** 1.04E-05 - - 1.04E-05 

397.1 5.50 4.44 27000 - - 4.00 1.80 33400 - - - - - - 4.00E-06 2.48E-06 - - 4.00E-06 

422.4 5.50 4.84 65 - - 4.23 1.90 100 - - - - - - 1.58E-08 7.63E-09 - - 1.58E-08 * 


** Unable to calculate T (Fresh water heads almost equal) 

***Flow 4 over limit of the flow rate(> 300 000 ml/h) 

**** Flow 1 and Flow 3 over limit of the flow rate (> 300 000 ml/h)

Appendix 14.4 






Head(masl)= (Absolute pressure (Pa) - Airpressure (Pa) +Offset) /(1 000 kg/m 3 * 9.80665 m/s 2 ) + Elevation (m) 


With pumping during flow logging, 2004-01-26- 2004-01-27 

With pumping during flow logging, 2004-01-28 

With pumping during flow logging, 2004-01-28-2004-01-29 



0 

50 

100 

150 

200 

I 2so 

.s= 

a. 

~ 300 

350 

400 

450 

500 

550 

0 

2 3 4 


5 6

Appendix 14.5 



• With pumping during flow logging, 2004-01-26- 2004-01-27 

• With pumping during flow logging, 2004-01-28 

With pumping during flow logging, 2004-01-28- 2004-01-29 



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a. 

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30 

25 

20 

15 

10 

5 

0 

-r- J- J- J- J- 1- -t --t-t--t, t- - 1- 1- ~ 1 - 1 - -t-t-t-t-t- r- r1- 1- 1- 1- 

-- 1- 1- 1- ~ ~ --t -t- ~ c- 1- 1- - ~ - ~ - -t - - t- t- r- r1- 1- 1- 1- 

-- 1_ 1_ 1_ -1 - ~~ :- 1- 1- -~-~ - I - - 

rt- f- 11_1_1_1_ 

-- 1_ 1_ 1_ - 1 - 11 .1 r- 1- 1- - ~ - ~ - I - - 

rtr- 

11_ 1_ 1_ 1_ 

-- 1_ 1_ 1_ -1 - 11 lt r- 1- - -1-1 - I - - 

rt- - 11_1_ 1_1 _ 

- - 1_ 1_ 1_ - 1 - 11 lt r- 1- - - ~ - ~ - I - - 

rt- - 11_ 1_ 1_ 1_ 

- -I I I 1- 11 IT f-1 - 

I 1- I - - 

I I I I I 

-- 1_ 1_1 _ - 1 - 1 1 IT f- 1- - - , - 1- I - - 

Tl - 1- r-- 1- 1_ 1_ 

-- ,- ,-,- -, - 

1 1 IT f- 1- - - ~-~ - I - - 

Tl -r r- ,-,-,- 

-- ,-,-,- -, - 11 IT f- ,- - -,-,- 1 - - 

T r _ - , r- ,-, -,- 

-- ,-,-,- -, - 11 IT 

r- 1- - -,-,- I - - 

T l 

- ,- r--- 1- 1_1_ 

I I I I I I I I I I I I I I I I I 


Appendix 14.6 

Olkiluoto, Borehole KR24 



6. With pumping during flow logging, 2004-01-26- 2004-01-27 

6. With pumping during flow logging, 2004-01-28 

6. With pumping during flow logging, 2004-01-28 - 2004-01-29 



+ Last in time series, fracture specific water, 2004-01-27 

Time series of fracture specific water, 2004-01-27 

0 

50 

100 

200 -f---_-_,__1_-__,__1---'- 

1 -_,__1---'- 1---'-1_,_1_,_1 +--_-_____!_T_-_,_1 ---'-I ---'-1----..!1~1-_,__1 +--_-_____..!1_---'--1 _-_,_I ----..!T--!.-1-!..-..CI I~T 

- ~ -1-1~ rl~-- + - 1 - 1~ 

------------- --------- 

- J _ l _ l~ LIU __ ~ _ I_ IJ 

-E 250 ~--------------+-----------~~------------~ 

._, - --+ -1-1----j t-1 -1-j - - --!-- -1 -1 --+ K - - t- -j -j --!-- 1--t 1--l-- 

.s::::. 

...... 

= 

a. 

J =I= I J [I D = = I =I =I J CI = = I J J I I] II 

Q) 

- ~ - 1 - 1~ rl~-- + - 1 - 1~ 

Q 300 

_ J _ l _ l ~ Ll U __ ~ _I _I 

350 

400 

550 

0.01 

0.1 1 10 


Appendix 14.7 

Olkiluoto, Borehole KR24 



6 With pumping during flow logging, 2004-01 -26 - 2004-01-27 

6 With pumping during flow logging, 2004-01-28 

6 With pumping during flow logging, 2004-01-28 - 2004-01-29 

6 With pumping during flow logging, 2004-01 -29 

6 With pumping during flow logging, 2004-01-29 

+ Last in time series, fracture specific water, 2004-01-27 

Time series of fracture specific water, 2004-01-27 

0 

50 

100 

150 

200 

E' 2so 

-~ 

~ 

a. 

Q) 

Cl 300 

- 1- - 

- 1- - 

--- 

- 1- - 

- 1- - 

- 1- - 

- 1- - 

- 1- - 

- I_ - 

400 

450 

500 

550 

6 

7 8 9 10 11 12 13 

Temperature (°C)

Appendix 14.8 



2004-01-27 



2.00 

1.90 

1.80 

1.70 

1.60 

1.50 

1.40 

1.30 

1.20 

1.10 

1.00 

- - -~- - T - - - - l - - 

= = =I= = l = = = = J = = 

- - _I - - .1 - - I _ - ...J - - 

- - - I - - T - - 1- - -; - - 

- 

- - - I - - T - - 1- - I - - 

- - - I - - J,. - - 1- - -1 - - 

- - - I - - + - - 1- - -1 - - 

- - - I - - T - - 1- - -, - - 

- - - ~ - - T - - ~- - -~ - - 

- - _ I - - !. - - 1_ - _I - - 

- - - 1 - - ..L - - '- - ..J - - 

- - - 1 - - + - - 1- - -1 - - 

- - - I - - T - - 1- - -; - - 

I 

= = =I= = l = = 

- - _ I - - .1 - - I_ - ...J - - 

- 

I= = J = = 

- - - 1 - - T - - 1- - I - - 

- 

__ I __ ! 

__ I __ ~ __ 

- - - I - - + - - 1- - .... - - 

- - - 1 - - T - - 1- - -, - - 

- - - ~ - - T - - ~ - - -~ - - 

- - - ~ - - I - - ~ - - -~ - - 

- - _ I - - l. - - I _ - ...J - - 

- - _, - - + - - ,_ - -l - - 

- - - I - - T - - 1- - -; - - 

- - - 1 - - T - - 1- - I - - 

- - _ I - - _!._ - - I _ - _, - - 

- - _I - - .1 - - I_ - ...J - - 

- - -I - - J,. - - ,_ - -1 - - 

- - -I - - + - - 1- - ""1 - - 

- - - ~ - - T - - ,- - -~ - - 

= = =I = = l = = I= = =I = = 

- 

- - , - - 1 - - ,- - - , - - 

------------ 

I I I I 

------------ 

- - ' - - J. - - '- - _] - - 

- _ , _ - ~ - - ,_ - -J - - 

- - , - - 'T - - ,- - - , - - 

= =I= = 1 = = I= = =I = = 

- - I - - ~ - - 1- - -1 - - 

- -J- - ~ - - J- - -J - - 

- - , - - "T - - ,- - -, - - 

- -,- - 1 - - ,- - -, - - 

I I I I 

------------ 

- _ J _ - ..1 - - L - _l - - 

- - I - - -+ - - 1- - -1 - - 

- - ~ - - T - - 1- - I - - 

I I I I 

------------ 

_ _ I _ _ J. _ _ I_ _ _ I _ _ 

- -'- - .1 - -I_ - - ' - - 

- -1- - ~ - - 1- - -1 - - 

- -,- - I - - ,- - - , - - 

= - _I =I = _ = - J } = __ = I= I ___ = =I I = __ = 

- -1- - '1- - - t- - -1- - 

- - ~ - - I - - 1- - I - - 

- - , - - I - - ,- - -, - - 

- - ,- - I - - ,- - - , - - 

- _ J - - .1 - - I_ - _j - - 

- - I - - 4- - - 1- - -1 - - 

--,---r-- ,-- -,-- 

- - ~ - - I - - ,- - - , - - 

I I I I 

------------ 

__ I __ .1 __ I ___ I __ 

- - I - - ~ - - 1- - -I - - 

- - j - - '1- - - J- - _, - - 

- - , - - I - - ,- - - ~ - - 

------------ 

I I I I 

------------ 

- - ~ - - l - - 1- - - 1 - - 

------------ 

- _ I __ J __ I_ __ 1 __ 

_ _ I _ _ .J. - - L _ _I - - 

- - I - - ; - - r- - - I - - 

- - , - - 1 - - 1- - - , - - 

I I I I 

------------ 

- - I - - ..J - - ~ - - 1 - - 

- - I - - -t - - r- - - I - - 

- - 1- - , - - r - -~ - - 

- - ~ - - I - - ~- - -~ - - 

I I I I 

------------ 

I .J. L I - - - - - - _ _ - - 

- - I - - .; - - ~ - - I - - 

- - 1- - , - - r - - ~ - - 

I I I 

------------ 

I I I I 

---- - ------- 

- _ I _ _ .J. _ _ L _ _I _ _ 

- - I - - 4 - - 1- - -I - - 

- - 1- - -r - - r - -~ - - 

= =I= = ~ = = c = =I = = 

- _ I _ - j - - I_ - _I - - 

- - I - - .; - - ~ - -I - - 

- - 1- - , - - r - -, - - 

- - ,- - l - - ,- - -I - - 

- -1- - l - - 1- - -I - - 

- _ I _ - .J. - - L - - 1 - - 

- - I - - 4 - - 1- - - I - - 

- - I - - , - - r- - - I - - 

- - ,- - , - - r - - ~ - - 

I I I I 

---------- _ _ _ I _ .J. L I _ _ _ _ - - 

- - I - - ..J - - ~ - - 1 - - 

- - I - - -t - - t- - -I - - 

- - ~ - - 1 - - ,- - - , - - 

------------ 

I I I I 

----- -- ----- 

- - ,- - 1 - - r - - ~- - 

------------ 

I I I I 

------------ 

- _I_ - ...J - - L - _ I - - 

- -1- - '""1 - - I - - J - - 

- - ~- - 1 - - r - - ~ - - 

== ~ ==~==c== , == 

- - 1- - _J - - 1- - - 1 - - 

- - , _ - -1 - - ,... - - · - - 

-- ~ ---,--r-- . -- 

--~--~--r-- . -- 

I I I I 

------------ 

-- 1--...J--L--1-- 

-- 1 ---1--~-- 1 -- 

-- ~ ---,-- r -- 1 -- 

- - _ - J - - '- - _ - - 

__ I __ .J __ L __ I __ 

--1---1--1---1-- 

- - ~ - - 1 - - r - - ~ - - 

== ~ ::J:: c ==== 

__ t __ J __ L ___ _ 

- - 1- - -1 - - ,... - - I - - 

- -,---,--r--,-- 

- -~- - I - - ,- - - ~ - - 

--~--~--~-- ~ -- 

- - I_ - ...J - - L - _ I - - 

- - 1- - ~ - - 1- - - I - - 

- - ~- - , - - r - - ~ - - 

- - ,- - -, - - r - - ~ - - 

I I I I 

------------ 

- - I_ - .J - - L - _ I - - 

- - 1- - -1 - - 1- - - I - - 

- - 1- - -t - - ,... - - I - - 

0.90 

0.80 

0.70 

0.60 

- - - I - - + - - 1- - -1 - - 

- - - t - - T - - 1- - ""1 - - 

- - - I - - T - - 1- - I - - 

- - - ~ - - T - - 1- - I - - 

- - _ I - - .L - -I_ - ...J - - 

- - -1- - l. - - 1- - ...J - - 

- - - I - - + - - 1- - -i - - 

- - - I - - T - - 1- - -, - - 

I I I I 

= = =I= = l = =I= = J = = 

- 

- ~- - + - - 1- - ....j - - 

- - I - - -+ - - 1- - -I - - 

~ - _ , _ - 'T - - 1- - - - 

- - I - - "T - - 1- - - 1 - - 

- - ~ - - I - - ~- - -, - - 

__ I __ .1 __ I ___ I __ 

- - I - - ~ - - 1- - -l - - 

- - 1- - ~ - - 1- - -I - - 

- - ~ - - "T - - ~- - l - - 

I I I I 

------------ 

I I I I 

------------ 

- _ I _ - ...1. - - I_ - _J - - 

- - 1- - -+- - - 1- - -1 - - 

- - I - - ..J - - 1- - - I - - 

- ~ - - - -t - - r- - - 1 - - 

-- --~-- ~-- 

__ l __ _l __ L_ 

-- 1--..J--L- 

I I I 

-- ~ --,--r- 

--------- 

__ l __ j _ _ t__ 

__ t __ .J. __ L_ 

-- 1--4--1-- 

- - 1- - -1 - - 1- - - I - - 

-- ~ --"'1--r-- t -- 

- - ~- - 1 - - r - - ~ - - 

- - ~- - I - - ,- - -,- - 

- -I_ - J - - L - _ I - - 

- - 1- - -I - - L - -1- - 

- - 1- - -1 - - .... - - I - - 

- - ,- - -, - - r - - ~ - - 

I I I I 

= =I= = J = = L = =I= = 

- - I _ - .J - - L - _ I - - 

- - 1- - -4 - - 1- - - 1 - - 

0.50 

0.40 

0.30 

0.20 

0.10 

0.00 

- - I - - ... - - 1- - .... - - 

- 

- , - - T - - ~ - - -~ - - 

- - ---------- 

1 I I I 

- - - 1 - - ..L - - 1- - _J - - 

- - -I- - + - - 1- - -1 - - 

- - - , - - T - - ~- - -, - - 

- - - , - - T - - ,- - I - - 

- - _ I - - l - - I _ - _ I - - 

- - _ I - - l. - - I _ - ...J - - 

- - - I - - ... - - 1- - -' - - 

- - - I - - T - - 1- - -; - - 

= = =I= = l = = I= = J = = 

- - _I- - .L - - I_ - ...J - - 

- - - 1 - - ... - - 1- - ...J - - 

- - - I - - T - - 1- - -, - - 

- - - , - - T - - ,- - -~ - - 

= = =I= = l = = I= = J = = 

I I I I 

- - 1- - -t - - 1- - '"""1 - - 

- - , - - "T - - ~- - - ~ - - 

- - , - - I - - ~- - - , - - 

------------ 

1 I I I 

- _ I _ - ...! - - t_ - ...J - - 

- -1 - - -+- - - 1- - --1 - - 

- - ~ - - "T - - 1- - I - - 

- - , - - I - - ,- - - , - - 

I I I I 

----- -- - -- -- 

- _ I _ - .l - - I_ - - ' - - 

- - 1- - -+ - - 1- - -I - - 

-- 1 --"T-- J--~-- 

= __ =I I = __ = }.l = __ = I= I ___ = =I I = __ = 

- - 1- - ~ - - ,_ - ...J - - 

- - ~ - - "T - - ,- - l- - 

- - ~ - - I - - ~- - - ~ - - 

= =I= = l = =I= = =I= = 

I I I I 

- - I - - .; - - t- - - I - - 

- - ~ - - , - - r - - , - - 

- - ~ - - I - - ~- - - , - - 

------------ 

1 I I I 

- - I - - .J - - L - - 1 _ _ 

- - I- - .; - - ~ - - I - - 

- - 1- - , - - r - - ~ - - 

- - ~ - - 1 - - 1- - - , - - 

I I I I 

-------- - --- 

- _ I _ - .J. - - L - _ I - - 

- - I - - ..J - - 1- - - I - - 

- - I - - ; - - t- - - I - - 

I I I I 

------------ 

I .1 L _I - _ _ _ _ _ _ - - 

- - I- - ..J - - L - -1 - - 

- - 1- - , - - r - - ~ - - 

- - ~ - - 1 - - 1- - - 1 - - 

= =I= = j = = C = =I = = 

I I I I 

- - 1- - -1 - - ,... - - 1 - - 

- - ,- - -, - - r - -, - - 

= =I= 

I 

= ~ 

I 

= = I= 

I 

= =I= 

I 

= 

- - 1- - ...J - - L - -1 - - 

- - 1- - -1 - - ~ - - 1 - - 

- - ~- - -, - - r - - , - - 

- - ~ - - I - - ,- - - ~ - - 

_ _ l __ j __ l_ _ _ , __ 

- - I _ - J - - L __ I __ 

- - 1- - -1 - - ~ - - I - - 

- _,_ - , - - r- - - 1 - - 

= _ =I= _I __ = J = __ = C L = __ =I= I __ = 

--1----1--L... --1-- 

-- ~ ---,--r-- , -- 

~ ~ ~--- , ------------ 

I I I I 

-------- - - - - 

I I I I 

0 200 400 600 800

Long-Term Pumping Test in Borehole KR24 Flow ... - Posiva Oy

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