1 - Alaska Energy Data Inventory

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ltUMMARY L.OG N 95.473 SHEET 1 OF 401 E NO. nh QQ E Q1 t::.n7 I cu·_- El.EV.I063.:5PROJECT Snettisham (Crate Lake~ DRILL OATES I START 27 SEP 72 COMPo 9 OCT 72DEPTH 0' HOLE 350 . 0 FT DEPTH OF 0VER8URO£H 4 . 0 FT. Of A ... OF HOLEt..x COREROCK DRILLED 346.0 FT. CORE RECOVERED 346.0 % RECOVERY 100ANGLE FROM VERT. 0° AZIMUTH FROM NORTH COMPIUD BY. OAT!DISTANCES: vamc~ ~- HOftIZONTAL __ Clayton ~asmussenIIUI'MIC ...ELEV. D£PTH DESCRIPTION OF MATERIALSLOGREMARKS11063. 00 SurfaceCOR!~Q59 4.0Overburden, organic and-oouldersI~' -,Too of Rock -:,,\\; \-:I;"~ ,Core lengths10 "' "1 I_~" Quartz Diorite, black and0.1 to 1.0 ft.-1"1" \~,/:;, .jhite, hard and fresh wi th ---_ -..,/,1.....,_.....,-Sneissic banding and minor I,-i" i"intingL,I,-\- -';~\ -.......... 1-~,-; ~\20./, ..-,,1/--,\......,~I- -i.....\Core lengths -').1 to 5.0 ftI):-=./'.....- -.;~:.:..'; --:..':,'\.:\-~,30 -~'-I!,- I ~"\ -f'/ '"/1-~,/~J;025 "'-'1 38 to 40 ft. high angle023 - ~.711~ ,_ .... , joint -....., -,'; Core lengths4044 to 49 ft high ang 1 e0.1 to 1.0 ft- -,; jOint I-~ ""2,Qua rtz Di oriteI019 -t\,'-II Core 1 engths-, ::.' - 0.1 to 1.0 ft014 50 ... '--~} .. I I",I, _-,- I!.I" ....\">, " ;/ --k...'/I~/_-):-~~60 ~-'),~-..t", ...--I"~~ -~:-:";,Core lengths.... ',,~/, 0.3 to J 5 ft,,'- - 68 to 71 ft. hiah angle-~ ....",/\joi nt70 '",\1---~Core lengths..... -/-i' ,< 0.3 to 0.5 ft ...J /., ...... ~"..... r .../,Q5 \.~ -J'" I' ..992 - ,~/'//I80 ' '\' Quartz Diorite--t.:,\ '...... 1\" -t'-/:··..;, , ...., /,~...../ ....~,.~/,~ ~... ,......,. ....-I.,;./" -........~ ~-'ICore 1 engthsqo ~,~ " ) . 1 to .1,J- --:)"'/~ ~..;..~ -:~~ \/,"" I-'--,',/i ..... '\ ,- -l:# ",--:f_\'v"I' ,I ,~~63 .3, ,190 ~:.\~~::: .-., . j J.\"; .... . .APR. 66 • . PROJECT ~netti sham (Crater ~dic.e) HOLE NO. DH 99.- ,;ePA ,. ~:et; . . ' ... .- , . :..J-
SUMMARY LOG95473H 0 LEN DH 99 9 1607~ROJECTSnettisham (Crater Lak )DRILL DATESI START 27 SEP 72D€JI'T1of OF HOLE3 50.0 FT. DEPTH 01 OVERBURDEN 4.0 F TROCK DRILLED 346. OFT. CORE RECOVEREDANGLE FROM VERT.AZIMUTH FROM NORTH. HORIZONTALDESCRIPTION 0' MATERIALSQuartz Diorite - as above34('..0~COR!DIAM.OI HOLENx CORE% RECOVERY IonCO ..... UD BY.CL~YTONREMARKSCore lengths0.1 to 4.0 ft.DAT!RASMUSSON950944113 to 119 ft. 2 high anglejointsCore lengthsO.ltoO.5ft.927136 to 136.5 ft. ~igh angle jointCore lengths0.3 to 2.0 f t.Quartz l:lioriteCore 1 enqthso 05 to 1.2 ft.907906156 to 157 ft. high angle jointCore lenqnts0.2 to 2. Oft.29:::171 to 172 ft. hiqh angle jOintJuartz 8ioriteNPA Fo,,,, 7"' fl'APR. 66 " ••PROJECT Snettisham (CrHerHOL E NO.DH 99
Page 1 and 2: . c-o,.oy t:) ~3 J .-7I ~U~~T Snett
Page 3 and 4: SYNOPSISThe Long Lake - Crater Lake
Page 5 and 6: LOCATION:SNETTISHAM PROJECT, ALASKA
Page 7 and 8: Maximum momentary head, ft(during l
Page 9 and 10: (3) Based on generation of 27.3 MW
Page 11 and 12: APPENDIX AGEOTECHNICAL DATAAlA2GEOM
Page 13 and 14: A. "AVERAGE" FAULT CONDITION.GEOMEC
Page 15 and 16: For the existing conditions the fol
Page 17 and 18: SUMMARY ."'OGHOLE Nv.N 93 61':' I S
Page 19: SUMMARY LOG N 93614 1 ~H~~T3 Of 3HO
Page 23 and 24: SUMMARY LOG N 95473 I SWFFT 4 OF 4H
Page 25 and 26: SUMMARY LOGHOLE NE9361186371Crater
Page 27 and 28: SUMMARY LOG N 93611 I SHEET 4 OF 4H
Page 29 and 30: SUMMARY LOGHOLE N DH 101 cont'd9411
Page 31 and 32: N 93.616 lSME£T 1 OF4SUMMARY LOGHO
Page 33 and 34: DEPTH OF HOLE9361686380DRILL OATES
Page 35 and 36: SUMMARY LOG I SHEF:T 1 OF' 4H 0 L E
Page 37 and 38: SUMMARY LOGHOLE NO.I N 9L271.~9 I S
Page 39 and 40: SWN\I~ARYLOGH 0 L E NO.DDH-10~I~N=-
Page 41 and 42: LOGH 0 L E NO. DDH-lO~ HE N;;--,,"9
Page 43 and 44: SUMMARY LOGHOLE NO.DDH-IO~PROJECT S
Page 45 and 46: SUM~AR,(LOG\ N ac.~l~ I SHEET 2 OF,
Page 47 and 48: SU,'t1:--,lARY LOG I N 0)':'1 ,c,.
Page 49 and 50: SU~AMARYLOGHOLE NO.N 95159. I SHF E
Page 51 and 52: SUMMARY LOG N 951S9. 1 SHct=:T 4 OF
Page 53 and 54: SU:\,1:--.4ARY LOGH 0 L E NO.DIJH-1
Page 55 and 56: LOGHOLE NO. DCii-107 I SUR,rACe: EL
Page 57 and 58: ,S UMMARY .~OG N 93451 r SHEff 1 Qf
Page 59 and 60: SUMMARY LOGH 0 L-E NO. DDH-I09~NIiI
Page 61 and 62: _liUMMARY lOG N 93685 1 ~W~F'T 3 OF
Page 63 and 64: SUMMARY LOGH-O-L E NO.DDH-110N 9354
Page 65 and 66: $UMMARY I~~GK 93729.8HOLE N . DH-ll
Page 67 and 68: N 93729.8~UMM~RY Ib~G.. OL;- N . Dh
Page 69 and 70: HOLEI PROJEC_,- e"WLa,. COIoIP.~ ~F
Page 71 and 72:
,~UMMARY IbOGN Q
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Il,UMMARV ,~~G N 93767.6I OLE N . D
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[ ~UMMARY LOG N 93767.6OLE NO. rlH
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~UMMARV I'cfGN q17fi7 fiOLE N DH-1l
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SUMMARY .L;PG N 93773. 3 SH~~T 1 OF
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SUMMARY ,,,,00N 93773. 3 SM~~T 30F
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~~UMMARY 1'o~GI PAO::C~ ("tee ",.N
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ISUMMARY LOGHOLE N . DH-1l4PROJECT
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93731.086934.0PROJ E C TORILL DATES
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SUMMARY LOG 93731.0HOLE N . 86934.0
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SUMMARY I~OGN 95300.4SHEET 1 Of 7 j
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! SUMMARY.",OG N 95300.4 SH£~T1 Of
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SUMMARY LOG- N QC;1nn. 4HOLE NO. DH
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SUMMARY I~OG N Q'i1nO.4 SH£~T 7 OF
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APPENDIX BlHYDRAULIC DESIGN OF RECO
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PARAGRAPHC. Hydraulic Losses in Mac
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APPENDIX B1HYDRAULIC DESIGN OF RECO
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Various plates which appear in both
Page 107 and 108:
C. Power Tunnel. The power tunnel i
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The primary and secondary rock trap
Page 111 and 112:
G. Gate Structure Transition.(1) Si
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quantity of water in the gate struc
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will be approximately 12.5 ft and o
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Figure 7 in appendix B2 contains a
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accompaning cross-sectional areas o
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(3) Losses in Steel Penstock - Fric
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the type of pipe to be used at Crat
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unlined tunnel was 0.187 ft. Simila
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1.04 HYDRAULIC TRANSIENTSA. Operati
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Representat i ves of HEOB and OCE r
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nominal diameter and 27.9 percent f
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I. Computer Models.(1) Computer Pro
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increase the Polar Moment of Inerti
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"WHAMO" was used for the run and re
Page 139 and 140:
surge tank (reject condition) is 10
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a surge tank approximately 350 ft h
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1.05 LAKE TAPA. Genera 1. The 1 ake
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Trashrack ConditionZero clogging25%
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plug, approximate sta 10+50 and at
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the blast pressure recorded at cell
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REFERENCES1. Mattimoc, J. J., Tinne
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APPENDIX B2SUPPORTING TECHNICAL DAT
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eUN.(Fl.). ,~f···~"'. '"".f1~~_.
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'.1":' ..."'..: ..:.........iI\~~fr
Page 159 and 160:
COMP .~ > ,;--C H K 0 • ~,-,,,,-\
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C OMP. '3N3""CHKD. ___SUBJECTU.S. A
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COMP. ;IN:rCHKD. __ _SUBJECTC.IGA T
Page 165 and 166:
CaMP. In::;:CHKD. ___ _SUBJECTU.S.
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JI~COMPoCHKD. ___SUB~IECTC I( A Te(
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·COMP. :1Nd~, U.S. ARMY ENGINEER D
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'COMPo )N"TCHKD. __ _SUBJECTU.S. AR
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COMPoC H KD.:r~:ru.s. ARMY ENGINEER
Page 175 and 176:
(C OMP. :r IV 3'CHKD. J .,..1SUBJEC
Page 177 and 178:
C OMP. ::r NS"CHKD.J 101SUBJECT3LiU
Page 179 and 180:
46 13231~ t l TIr!!f I..I' ,;I ' 'j
Page 181 and 182:
COM P. JIv J u . S. ARM YEN GIN E E
Page 183 and 184:
COMP.lf!::C H K D •.::.YuleIDo/L.
Page 185 and 186:
COMPo 0N"S'""CHKD •• J WJ"JU.S.
Page 187 and 188:
U.S. ARMY ENGINEER DISTRICT, ALASKA
Page 189 and 190:
COIo4P.CHKD.U.S. ARMY ENGINEER DIST
Page 191 and 192:
COMPoCHKD.,r., '........,.~S U!:!..
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COMPo ;fA/if "CHKO.-r- u.s. ARMY EN
Page 195 and 196:
COMP.CHkO.U.S. ARMY ENGINEER DISTRI
Page 197 and 198:
COMP.CHKO.SUBJECTU.S. ARMY ENGINEER
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~~=::ySUBJECTU.S. ARMY ENGINEER DIS
Page 201 and 202:
NPA FORM 16Ba (Rev.) Previous editi
Page 203 and 204:
i•COMPo StJ\CHKD. JJSUBJECTZ/ 1?t
Page 205 and 206:
COMPo ,)N)CHKD. 9"~SlIBJECTHU.S. AR
Page 207 and 208:
NPA FORM 168a (Rev.) Previous editi
Page 209 and 210:
"':'\.CO~P.~CHKD.~SUBJECTU.S. ARMY
Page 211 and 212:
~( \lAL..\)~S iC.E\\\M\1'\) (.cc-0s
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-C OMP. \./ t..JCHJ(D._~_t~_"SUBJEC
Page 215 and 216:
___ .___._~ ..-=..........__ ._+-__
Page 217 and 218:
~UIII~::J•o•zo.,'"
Page 219 and 220:
604·· FIUC • e893 FINI65COf41)
Page 221 and 222:
1 CRATER lA
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lZ112Z DISPLAY ALL FINISHla3124 HIS
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S4· rRIC .01S0 FINI~5 COMO 10 C10e
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.DISCHRI2CE. CO£.FFICIGNT vs VALVE
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SA CPLUS .el C~1NUS .el rI~I65 CONO
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1'~,~~TER LAKE. Sl'fETTISHM. HYDRAU
Page 233 and 234:
~!;:t:-~·.; ..'!;'~totoJ)l.14M PIa
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)0.40.5~IT' I" THiI "'lIee C .....
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sf· C· PLOTTIMG REQUESTS&a,1fLO.T
Page 239 and 240:
········· .. ·· .... ·
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.... D.~.~ T.altcTtOtt II TJl II'UI
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'IIEL~CT'ltC6 ()veH .,}{)(L~ue TA ~
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\C'iCfilB1L L.A-1L-l:5'"GU3C-TelG "
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APPENDIX B3HYDRAULIC DESIGN OF ALTE
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The power tunne 1 entrance wi 11 be
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B. Losses in the Power Tunnel.(1) U
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3.04 SURGE TANK.A. Operating Requir
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in the power conduit. Condition E i
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(2) Condition A - Maximum surge for
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I. Stability Routings.To de~onstrat
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3.05 PRESSURE AND SPEED REGULATION.
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Maximum water hammer pressure gradi
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APPENDIX B4HYDRAULIC DESIGN OF ALTE
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4.02 DESCRIPTION OF THE POWER CONDU
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4.04 AIR CHAMBER SURGE TANK.A. Oper
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12-ft diameter power tunnel with a
Page 273 and 274:
Asc = Critical (horizontal) area of
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CRITICAL AIR VOLUMES BASED ON SVEE
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Since the air volume required in th
Page 279 and 280:
The results of the rejection and de
Page 281 and 282:
from these gauges will be converted
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Air 1 eakage through the rock is go
Page 285 and 286:
needed for normal power production
Page 287 and 288:
4.06 PRESSURE AND SPEED REGULATIONA
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4.07 INTERNAL CONDUIT PRESSURESA. G
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hammer values. Water ham~er and spe
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16. U.S. Dept. of Interior, "Design
Page 295 and 296:
'I ,j:' 1 ! .~ .... ; : r :-:; I r
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1. Jistances ~f j,10,~nrl l~ tt h~t
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TABLE IMAXIMUM PRESSURE ANDSPEED RI
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17()D').~~-----; !CSURMSUR(Chaudhry
Page 303 and 304:
5 4 3 21 0occBB-----------Aa..::;VI
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5I 4 I 32DESIGN SURGE TANK DIA. = 1
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D5 I4 I 3 2 1 1THIS TANK IS LESS TH
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5 I4 I 3 2 11---_._---0CRATER LAKE#
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c---54 : 3 2 11D1. SEE PLATE B2 FOR
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5 I 4 3 2 11----0 1. SEE PLATE B2 F
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5 I4 [ 3 2 !1DEUtICRATER LAKE, SNET
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5 l41...j3 2,1r0--£tEV'"1U4S.113e.
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CORPS OF ENGINEERSU. S. ARMY1040 f-
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\ \ /A~1-- I.- -- QUIESCENT' 1 I514
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CORPS OF ENGINEERSU. S. ARMY~'" 00~
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5 4 I 3 I 2 1 II THS TANK IS STABLE
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-DC 9505 I 4 I 3 I 2 1I DESIGN TANK
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APPENDIX CPENSTOCK DESIGNC1C2ANALYS
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e cANALYSIS OF CONFINED PENSTOCKS.
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-Rcdr.op a vertical l:ine to the ab
Page 335 and 336:
liner • Longitudinal members and.
Page 337 and 338:
- ~",/APPENDIX C2STRESS ANALYSIS OF
Page 339 and 340:
.' '", ,_" - _. ' •• :~"~';:',~
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'. ~~'. L1 zmuslbe'es//mCl-led.:" ~
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. ,c'R- II51-2 - 87"LlI -I- ~2 ,; O
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CONCRFTEDEFORMATION...--'Ir---Difre
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srra/n,- ....Bdt"sp/ac6'mel7tDC-r ,
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- . .
Page 351:
7. E: ..':·"·tillTCES~ .Wa.ter Po
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