1 - Alaska Energy Data Inventory

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______________________PROJECT____ ~£w~~~~95300.491992.3DRILl. DATU- START~--------------~~_O_F_HOL_E~ __-+..:;:..OI:::;;I'TM......:....:...:...-(J1;;.;;.....CMR..:;,..;".;:;..;..;.::I4..:;:..UI~"o€=N ___-!-=-D':...-A;.;..M;.;..' Of~..:....HO..:;:..L.=..E=--__ROCK OR~ILL~E~D ______-+~C~OR_E~~_E~C~O~V~E~~~E~D~_____-+'__ R;.;..E~C~O~V~E~R_Y ______~LE FROM VERT. AZIMUTH PROM NORTH COWtLlO BY. DATtOtST ANeE S; VElmCAL. HORIZONTALMSCI'IPTIOM OF IMT(RIALS c:' R(MARKS~~~~~~~~------------------------------~---*-----------------------.;DIORITE GNEISS: idem. Solid core 503.3~516.2' 1i1II ,!f29.1. II~' ....52(L ~ZS~l,I I _l "~I' I I'" -,,-.' '7-... ' I f..iighly fractured 525.0-526.3· ""-' \ I-'I'!~! !530_ ~n!-Shear zone 530.0~532.6~ nod. to ,:11hiohll frac. 530-533.4'and 536.4-:.' ' 53iLQ:; fragmented wlth occ. c71c-· _ areou;; gray-green gouge 533.4-~23. 1 ~~ 536.4: red-brown calclte coatlng'54~}~~~~,common on JOInts.~\I ~/ ......-
SUMMARY I~OG N Q'i1nO.4 SH£~T 7 OF 7 :I H 0 L E Nu. DH-115 E 91992.3 SURFACE ~l.~V. 803.9 1! PROJECT . r .. ~tpr I ;kp DRILL OATES- START 9 ~PfltR? COMP'?R
Page 1 and 2:
. c-o,.oy t:) ~3 J .-7I ~U~~T Snett
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SYNOPSISThe Long Lake - Crater Lake
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LOCATION:SNETTISHAM PROJECT, ALASKA
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Maximum momentary head, ft(during l
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(3) Based on generation of 27.3 MW
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APPENDIX AGEOTECHNICAL DATAAlA2GEOM
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A. "AVERAGE" FAULT CONDITION.GEOMEC
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For the existing conditions the fol
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SUMMARY ."'OGHOLE Nv.N 93 61':' I S
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SUMMARY LOG N 93614 1 ~H~~T3 Of 3HO
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SUMMARY LOG95473H 0 LEN DH 99 9 160
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SUMMARY LOG N 95473 I SWFFT 4 OF 4H
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SUMMARY LOGHOLE NE9361186371Crater
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SUMMARY LOG N 93611 I SHEET 4 OF 4H
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SUMMARY LOGHOLE N DH 101 cont'd9411
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N 93.616 lSME£T 1 OF4SUMMARY LOGHO
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DEPTH OF HOLE9361686380DRILL OATES
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SUMMARY LOG I SHEF:T 1 OF' 4H 0 L E
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SUMMARY LOGHOLE NO.I N 9L271.~9 I S
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SWN\I~ARYLOGH 0 L E NO.DDH-10~I~N=-
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LOGH 0 L E NO. DDH-lO~ HE N;;--,,"9
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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
Page 73 and 74: Il,UMMARV ,~~G N 93767.6I OLE N . D
Page 75 and 76: [ ~UMMARY LOG N 93767.6OLE NO. rlH
Page 77 and 78: ~UMMARV I'cfGN q17fi7 fiOLE N DH-1l
Page 79 and 80: SUMMARY .L;PG N 93773. 3 SH~~T 1 OF
Page 81 and 82: SUMMARY ,,,,00N 93773. 3 SM~~T 30F
Page 83 and 84: ~~UMMARY 1'o~GI PAO::C~ ("tee ",.N
Page 85 and 86: ISUMMARY LOGHOLE N . DH-1l4PROJECT
Page 87 and 88: 93731.086934.0PROJ E C TORILL DATES
Page 89 and 90: SUMMARY LOG 93731.0HOLE N . 86934.0
Page 91 and 92: SUMMARY I~OGN 95300.4SHEET 1 Of 7 j
Page 93 and 94: ! SUMMARY.",OG N 95300.4 SH£~T1 Of
Page 95: SUMMARY LOG- N QC;1nn. 4HOLE NO. DH
Page 99 and 100: APPENDIX BlHYDRAULIC DESIGN OF RECO
Page 101 and 102: PARAGRAPHC. Hydraulic Losses in Mac
Page 103 and 104: APPENDIX B1HYDRAULIC DESIGN OF RECO
Page 105 and 106: Various plates which appear in both
Page 107 and 108: C. Power Tunnel. The power tunnel i
Page 109 and 110: The primary and secondary rock trap
Page 111 and 112: G. Gate Structure Transition.(1) Si
Page 113 and 114: quantity of water in the gate struc
Page 115 and 116: will be approximately 12.5 ft and o
Page 117 and 118: Figure 7 in appendix B2 contains a
Page 119 and 120: accompaning cross-sectional areas o
Page 121 and 122: (3) Losses in Steel Penstock - Fric
Page 123 and 124: the type of pipe to be used at Crat
Page 125 and 126: unlined tunnel was 0.187 ft. Simila
Page 127 and 128: 1.04 HYDRAULIC TRANSIENTSA. Operati
Page 129 and 130: Representat i ves of HEOB and OCE r
Page 131 and 132: nominal diameter and 27.9 percent f
Page 133 and 134: I. Computer Models.(1) Computer Pro
Page 135 and 136: increase the Polar Moment of Inerti
Page 137 and 138: "WHAMO" was used for the run and re
Page 139 and 140: surge tank (reject condition) is 10
Page 141 and 142: a surge tank approximately 350 ft h
Page 143 and 144: 1.05 LAKE TAPA. Genera 1. The 1 ake
Page 145 and 146: 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
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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
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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
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(C OMP. :r IV 3'CHKD. J .,..1SUBJEC
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C OMP. ::r NS"CHKD.J 101SUBJECT3LiU
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46 13231~ t l TIr!!f I..I' ,;I ' 'j
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COM P. JIv J u . S. ARM YEN GIN E E
Page 183 and 184:
COMP.lf!::C H K D •.::.YuleIDo/L.
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COMPo 0N"S'""CHKD •• J WJ"JU.S.
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U.S. ARMY ENGINEER DISTRICT, ALASKA
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COIo4P.CHKD.U.S. ARMY ENGINEER DIST
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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
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NPA FORM 16Ba (Rev.) Previous editi
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i•COMPo StJ\CHKD. JJSUBJECTZ/ 1?t
Page 205 and 206:
COMPo ,)N)CHKD. 9"~SlIBJECTHU.S. AR
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NPA FORM 168a (Rev.) Previous editi
Page 209 and 210:
"':'\.CO~P.~CHKD.~SUBJECTU.S. ARMY
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~( \lAL..\)~S iC.E\\\M\1'\) (.cc-0s
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-C OMP. \./ t..JCHJ(D._~_t~_"SUBJEC
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___ .___._~ ..-=..........__ ._+-__
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~UIII~::J•o•zo.,'"
Page 219 and 220:
604·· FIUC • e893 FINI65COf41)
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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
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~!;: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
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········· .. ·· .... ·
Page 241 and 242:
.... D.~.~ T.altcTtOtt II TJl II'UI
Page 243 and 244:
'IIEL~CT'ltC6 ()veH .,}{)(L~ue TA ~
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\C'iCfilB1L L.A-1L-l:5'"GU3C-TelG "
Page 247 and 248:
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
Page 261 and 262:
3.05 PRESSURE AND SPEED REGULATION.
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Maximum water hammer pressure gradi
Page 265 and 266:
APPENDIX B4HYDRAULIC DESIGN OF ALTE
Page 267 and 268:
4.02 DESCRIPTION OF THE POWER CONDU
Page 269 and 270:
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
Page 275 and 276:
CRITICAL AIR VOLUMES BASED ON SVEE
Page 277 and 278:
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
Page 283 and 284:
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
Page 289 and 290:
4.07 INTERNAL CONDUIT PRESSURESA. G
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hammer values. Water ham~er and spe
Page 293 and 294:
16. U.S. Dept. of Interior, "Design
Page 295 and 296:
'I ,j:' 1 ! .~ .... ; : r :-:; I r
Page 297 and 298:
1. Jistances ~f j,10,~nrl l~ tt h~t
Page 299 and 300:
TABLE IMAXIMUM PRESSURE ANDSPEED RI
Page 301 and 302:
17()D').~~-----; !CSURMSUR(Chaudhry
Page 303 and 304:
5 4 3 21 0occBB-----------Aa..::;VI
Page 305 and 306:
5I 4 I 32DESIGN SURGE TANK DIA. = 1
Page 307 and 308:
D5 I4 I 3 2 1 1THIS TANK IS LESS TH
Page 309 and 310:
5 I4 I 3 2 11---_._---0CRATER LAKE#
Page 311 and 312:
c---54 : 3 2 11D1. SEE PLATE B2 FOR
Page 313 and 314:
5 I 4 3 2 11----0 1. SEE PLATE B2 F
Page 315 and 316:
5 I4 [ 3 2 !1DEUtICRATER LAKE, SNET
Page 317 and 318:
5 l41...j3 2,1r0--£tEV'"1U4S.113e.
Page 319 and 320:
CORPS OF ENGINEERSU. S. ARMY1040 f-
Page 321 and 322:
\ \ /A~1-- I.- -- QUIESCENT' 1 I514
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CORPS OF ENGINEERSU. S. ARMY~'" 00~
Page 325 and 326:
5 4 I 3 I 2 1 II THS TANK IS STABLE
Page 327 and 328:
-DC 9505 I 4 I 3 I 2 1I DESIGN TANK
Page 329 and 330:
APPENDIX CPENSTOCK DESIGNC1C2ANALYS
Page 331 and 332:
e cANALYSIS OF CONFINED PENSTOCKS.
Page 333 and 334:
-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:
.' '", ,_" - _. ' •• :~"~';:',~
Page 341 and 342:
'. ~~'. L1 zmuslbe'es//mCl-led.:" ~
Page 343 and 344:
. ,c'R- II51-2 - 87"LlI -I- ~2 ,; O
Page 345 and 346:
CONCRFTEDEFORMATION...--'Ir---Difre
Page 347 and 348:
srra/n,- ....Bdt"sp/ac6'mel7tDC-r ,
Page 349 and 350:
- . .
Page 351:
7. E: ..':·"·tillTCES~ .Wa.ter Po
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