- Page 1 and 2: THE IMPACT OF URBAN GROUNDWATER UPO
- Page 3 and 4: ABSTRACT A field-based research stu
- Page 5 and 6: ACKNOWLEDGEMENTS I would like to th
- Page 7 and 8: 3.4.1 Solid Geology ...............
- Page 9 and 10: 5.5.2 Riverbed Sediment Core Data a
- Page 11 and 12: 6.10 Investigation of groundwater-s
- Page 13 and 14: LIST OF FIGURES 2.1 Conceptual mode
- Page 15 and 16: 6.1 Schematic diagram for the analy
- Page 17 and 18: LIST OF TABLES Table 3.1 Descriptio
- Page 19 and 20: APPENDICES Appendices 1, 11, 19, 20
- Page 21 and 22: 1.1 Project outline CHAPTER 1. INTR
- Page 23 and 24: 4) to develop suitable monitoring m
- Page 25 and 26: INTRODUCTION European Commission Wa
- Page 27: REVIEW 2.1) and surface water may o
- Page 31 and 32: REVIEW provide refuge to benthic in
- Page 33 and 34: Abstraction For drinking water supp
- Page 35 and 36: REVIEW occur such as biodegradation
- Page 37 and 38: 2.2.1 Water quality studies REVIEW
- Page 39 and 40: REVIEW investigated groundwater/sur
- Page 41 and 42: REVIEW owing to their widespread de
- Page 43 and 44: REVIEW have been used to determine
- Page 45 and 46: REVIEW and under conditions of non-
- Page 47 and 48: (b) (a) River Tame 10 m topographic
- Page 49 and 50: STUDY SETTING But under the General
- Page 51 and 52: (a) Land Use In The River Tame Corr
- Page 53 and 54: (a) (b) Figure 3.3 (a) Photograph o
- Page 55 and 56: Figure 3.4 Schematic geology of the
- Page 57 and 58: Table 3.1 Description of geological
- Page 59 and 60: Wildmoor Sandstone Formation (middl
- Page 61 and 62: STUDY SETTING Man-made excavations
- Page 63 and 64: STUDY SETTING Tame were effluent to
- Page 65 and 66: (a) (b) (c) Figure 3.9 (a) Postulat
- Page 67 and 68: STUDY SETTING this restricts the le
- Page 69 and 70: Figure 3.10 Schematic cross section
- Page 71 and 72: STUDY SETTING water quality through
- Page 73 and 74: STUDY SETTING (Ford, 1990) from nin
- Page 75 and 76: STUDY SETTING dry cleaning industry
- Page 77 and 78: MONITORING NETWORKS AND METHODS CHA
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2 9 4 0 0 0 2 8 8 0 0 0 4020000 410
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MONITORING NETWORKS AND METHODS The
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Water quality data were collected i
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MONITORING NETWORKS AND METHODS pie
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MONITORING NETWORKS AND METHODS The
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MONITORING NETWORKS AND METHODS The
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MONITORING NETWORKS AND METHODS pre
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MONITORING NETWORKS AND METHODS the
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MONITORING NETWORKS AND METHODS (Ga
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MONITORING NETWORKS AND METHODS Acc
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MONITORING NETWORKS AND METHODS bor
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MONITORING NETWORKS AND METHODS tha
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MONITORING NETWORKS AND METHODS des
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4.7.3 Grain size analyses by the Ha
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K = hydraulic conductivity (feet da
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MONITORING NETWORKS AND METHODS A s
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MONITORING NETWORKS AND METHODS The
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MONITORING NETWORKS AND METHODS Run
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MONITORING NETWORKS AND METHODS nex
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MONITORING NETWORKS AND METHODS The
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MONITORING NETWORKS AND METHODS Dif
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4.9.3 Radial Flow Analytical Soluti
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q = - k dh dx River Riverbed q = th
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Determinands Method of analyses Ana
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MONITORING NETWORKS AND METHODS dif
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5.2 Groundwater in the Tame Valley
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Total Monthly Volume Abstracted (m
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4020000 4100000 Bescot GS 91, 182 1
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5.3.2 Baseflow Analyses GROUNDWATER
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GROUNDWATER FLOW TO THE RIVER TAME
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GROUNDWATER FLOW TO THE RIVER TAME
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GROUNDWATER FLOW TO THE RIVER TAME
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GROUNDWATER FLOW TO THE RIVER TAME
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GROUNDWATER FLOW TO THE RIVER TAME
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Temperature C o 20 19.5 19 18.5 18
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GROUNDWATER FLOW TO THE RIVER TAME
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5 cm Figure 5.16 (a) Riverbed core
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Frequency 9 8 7 6 5 4 3 2 1 0 10 20
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Summary of Darcy Specific Discharge
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GROUNDWATER FLOW TO THE RIVER TAME
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Location Specific Discharge (md -1
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GROUNDWATER FLOW TO THE RIVER TAME
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5.8 The Hydrogeological Setting of
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Level ( m.a.o.d ) Level ( m.a.o.d )
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5.9 Concluding Discussion GROUNDWAT
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GROUNDWATER FLOW TO THE RIVER TAME
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CHAPTER 6. THE MODELLING OF GROUNDW
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6.2.1 Analytical Model, Steady Stat
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GROUNDWATER FLOW MODELLING The rive
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GROUNDWATER FLOW MODELLING 6.3.1 Re
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39 57 Figure 6.2 Regional Setting f
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GROUNDWATER FLOW MODELLING increase
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GROUNDWATER FLOW MODELLING general,
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Groundwater head contours (1m) 93.0
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GROUNDWATER FLOW MODELLING 6.4.3 Gr
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11 12 13 # # # # # # 96 97 98 Colum
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GROUNDWATER FLOW MODELLING unsatura
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River level data GROUNDWATER FLOW M
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GROUNDWATER FLOW MODELLING of geolo
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GROUNDWATER FLOW MODELLING The FAT3
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GROUNDWATER FLOW MODELLING and grav
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Elevation of cell centre (m.a.o.d)
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GROUNDWATER FLOW MODELLING transmis
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GROUNDWATER FLOW MODELLING on each
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GROUNDWATER FLOW MODELLING The FAT3
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GROUNDWATER FLOW MODELLING of 0.5md
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Analytical solution for the saturat
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GROUNDWATER FLOW MODELLING presence
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GROUNDWATER FLOW MODELLING in secti
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GROUNDWATER FLOW MODELLING The FAT3
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GROUNDWATER FLOW MODELLING The aver
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GROUNDWATER FLOW MODELLING would re
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GROUNDWATER FLOW MODELLING the aqui
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95 95 95 95 39 MODFLOW Particle Tra
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GROUNDWATER FLOW MODELLING Historic
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Discharge to the river m 3 d -1 % v
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GROUNDWATER FLOW MODELLING 6.10.2 A
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GROUNDWATER FLOW MODELLING investig
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GROUNDWATER FLOW MODELLING across t
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GROUNDWATER FLOW MODELLING by the F
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Specific discharge to the river fro
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GROUNDWATER FLOW MODELLING in time
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GROUNDWATER FLOW MODELLING unsatura
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GROUNDWATER FLOW MODELLING amplitud
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Depth (cm) -80 -100 -120 -140 -160
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Depth (cm) -40 -60 -80 -100 -120 -1
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GROUNDWATER FLOW MODELLING cycles o
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6.12 Conclusions GROUNDWATER FLOW M
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GROUNDWATER FLOW MODELLING consider
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WATER QUALITY INTERACTIONS CHAPTER
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Water Quality Data From Sutton Park
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WATER QUALITY INTERACTIONS 7.1 Indi
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WATER QUALITY INTERACTIONS (the fur
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WATER QUALITY INTERACTIONS Underlyi
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WATER QUALITY INTERACTIONS Oxygen l
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(a) (b) Eh (mv) DO (mgl -1 ) 600 50
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WATER QUALITY INTERACTIONS riverbed
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WATER QUALITY INTERACTIONS samples
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WATER QUALITY INTERACTIONS errors i
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WATER QUALITY INTERACTIONS industri
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(a) (b) (c) Depth below river bed (
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WATER QUALITY INTERACTIONS within 5
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WATER QUALITY INTERACTIONS The grea
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Cation Content (mgl -1 ) 300 250 20
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(a) (b) (c) Calcium Concentration m
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WATER QUALITY INTERACTIONS in the u
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7.5 Toxic Metals WATER QUALITY INTE
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WATER QUALITY INTERACTIONS parkland
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95 94 93 92 OD (meters) 91 90 89 88
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(a) (b) (c) Chloride (meql -1 ) Nit
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(a) (b) Depth below river bed (cm)
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(a) (c) (e) Depth below river bed (
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WATER QUALITY INTERACTIONS depth. T
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WATER QUALITY INTERACTIONS extent.
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Number of samples greater than dete
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WATER QUALITY INTERACTIONS The only
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WATER QUALITY INTERACTIONS source f
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WATER QUALITY INTERACTIONS The surf
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WATER QUALITY INTERACTIONS The Envi
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WATER QUALITY INTERACTIONS the bias
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WATER QUALITY INTERACTIONS The grou
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WATER QUALITY INTERACTIONS value of
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Depth below river bed (cm) 0 20 40
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WATER QUALITY INTERACTIONS There is
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WATER QUALITY INTERACTIONS Standard
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WATER QUALITY INTERACTIONS general
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WATER QUALITY INTERACTIONS attenuat
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WATER QUALITY INTERACTIONS these fa
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GROUNDWATER FLUX CHAPTER 8. ESTIMAT
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GROUNDWATER FLUX solution then the
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GROUNDWATER FLUX the riverbed piezo
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HCO3 - Determinant Mean Groundwater
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Residential roof run-off *1 General
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GROUNDWATER FLUX availability of sa
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Discharge MLd -1 350 330 310 290 27
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(a) Dissolved Mass gs -1 Dissolved
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GROUNDWATER FLUX exception of Si, C
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Location Distance from Bescot GS (k
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GROUNDWATER FLUX groundwater is a s
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Maximum concentration in the plume
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GROUNDWATER FLUX 150 m was used, to
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Estimate of mass flux from the plum
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GROUNDWATER FLUX an urban setting.
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GROUNDWATER FLUX improvement of sur
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CONCLUSIONS CHAPTER 9. CONCLUSIONS
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CONCLUSIONS surface-water quality b
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CONCLUSIONS 1945) which caused sign
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CONCLUSIONS Objective 4. To develop
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CONCLUSIONS On a catchment scale, g
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CONCLUSIONS other compounds of inte
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CONCLUSIONS groundwater and surface
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REFERENCES REFERENCES Allen, D.J.,
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REFERENCES Bredehoeft, J.D., & Papa
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REFERENCES De Marsily, G., 1986. Qu
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REFERENCES Ford, M., Tellam, J.H.,
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REFERENCES Hooda, P.S., Moynagh, M.
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REFERENCES Kuwabara, J., Berelson,
- Page 393 and 394:
REFERENCES Modica, E., 1993. Hydrau
- Page 395 and 396:
REFERENCES Rivett, M.O., Feenstra,
- Page 397 and 398:
REFERENCES Stagg, K.A., 2000. An in
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REFERENCES Younger, P.L., 1989. Str