1 - Alaska Energy Data Inventory

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tUMMARY LOG . N 941I6 I ::51'U:.~ .1 OF1. OLE NO: 1Jf'101 E 88088 ISURfACE EL.EV. 1015.4PRO" ECT Sne.t..tis.haa (t': .. a1' .. lair ..D!P'rM' 0" HOU' 232·. () PT . 09'TH f1' 0YPeU1t0DtROCK DRILLED 227.5 IT CORE RECOVEREDDRILL DATES' START 13 OCT 72 COMPo 19 OCT 724.5 PT 0tAM;227.1 FT(# HOt.ENX CORE... RECOVERY 99.8ANGLE FROM VERT. AZIMUTH FROM NORTH cOW'! LED BY, DAT!DISTANCES: VERTICAl. i. HORlZC*TAL. CLAYTON RASMUSSEN:tfV4 ~ ...... O[5C""TIO.CORIl.OG 0' IMTE"IALS..... r;.~ ..... ~REMARKS, ....... -=..' Quartz Diorit~ - as above Core 1 engths.. 14 0.3 to 1.0 ft.,,::.,,:.-t,o.':'"~,~- ~;.,\- ~~ ,~\ \I ~ .... :-,- 21 e---: 1,- \',. --...._1 ....,,802.4 '" \ ,., 212.5 ft. high angle fracture!--,,':;:"..:.- ~ Granodiorite, pink I 15 -798.4... ~ \\:~220--: ,I'~I ,\" :;:" Quartz Diorite --... ,':!.''_'1- :, ,/~ 1 '-.....,-'\-~~'~788.4,23e---: ~2Granodi ori te, pink, gneissicI783.4 strong 16--'. . .. "..I- 80n~ OF HOLE --DEPTH OF HOLE 232.0 ITOVERBURDEN 4.5 IT -ROCK CORED 227.5 ITCORE RECOVERED 227.1 IT- % COR! IECOVEIED 99.8 -ELEV 0' BOTTOM 783.4- -- Pressure Test Results-- 20' 70' 0.0-From To K(XlO-S).. 70 ' 80 ' 32.880' 110' 0.0- 110' 120 ' 3.5120' 130' 14.7I130' 140 ' 50.1- 140 ' 150' 11.2-150' 160' 39. 7160' 170 ' 49.2I- 170' 180' 60.5180' 190' 22.5190' 230' 0.0- -~ -j-;~J··:l·· .'... ", •. :. ... ," "'i,.. '... . .. .,'. . . .. '..'N PA For", 1~ tIAPR. 66 " PROJECT Snettisham (Crater Lake) I HOLE NO. DH 101I-
N 93.616 lSME£T 1 OF4SUMMARY LOGHOLE NO. DH 102 E 86,380 I SURFACE n.EV. 1025.5PROJECTSnettisham (Crater Lake DRILL DATES· START2l Oct 72 COMPo 270CT 72DEPlH OF HOL£ 334 ft. D!PTH. OfF OYERBU"OIN 0.0 FT ClAM. fY HOLENx CoreROCK DRILLED 33-+ ft. CORE RECOVERED 319.4 FT % RECOVERY 95.6ANGLE FROM VER·T. 4Sa AZIMUTH FROM NORTH 060" COMPIL.£D BY. OAnOISTANCtS: VEJn'tC'AL .. 2:36.2 FT ~HORIZON·TAL.DE5eRIPTION OF MATERIALSTop of RockQua.rtz Diorite, black and "Illitehard and fresh ~ith Gneissicbanding and minor jointing,locally some granitic textureU.O to 167.S ft. only freshbreaks due to coring show incore236.2 FT"COA!Clayton RasmussenREMARKSCore 1 enq ths0.1 to 0.3 ft.Core 1 engths'J. 1 ~o 0.6 f':., ~:;re I ~!~at'lsJ.~5 :0 1.J ~:.-------Quartz DioriteCore lenqths0.2 to 5 0 ft.Core lenqths0.2 to 2.5 ft.------~.-----N FlA Form 7(T tlAFiR. 66 .. PROJECT jnettisiiam (Crater L""e, I HOLE NO. JH lIJ2
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 and 20: SUMMARY LOG N 93614 1 ~H~~T3 Of 3HO
Page 21 and 22: SUMMARY LOG95473H 0 LEN DH 99 9 160
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: SUMMARY LOGHOLE N DH 101 cont'd9411
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
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 and 96:
SUMMARY LOG- N QC;1nn. 4HOLE NO. DH
Page 97 and 98:
SUMMARY I~OG N Q'i1nO.4 SH£~T 7 OF
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%
Page 147 and 148:
plug, approximate sta 10+50 and at
Page 149 and 150:
the blast pressure recorded at cell
Page 151 and 152:
REFERENCES1. Mattimoc, J. J., Tinne
Page 153 and 154:
APPENDIX B2SUPPORTING TECHNICAL DAT
Page 155 and 156:
eUN.(Fl.). ,~f···~"'. '"".f1~~_.
Page 157 and 158:
'.1":' ..."'..: ..:.........iI\~~fr
Page 159 and 160:
COMP .~ > ,;--C H K 0 • ~,-,,,,-\
Page 161 and 162:
C OMP. '3N3""CHKD. ___SUBJECTU.S. A
Page 163 and 164:
COMP. ;IN:rCHKD. __ _SUBJECTC.IGA T
Page 165 and 166:
CaMP. In::;:CHKD. ___ _SUBJECTU.S.
Page 167 and 168:
JI~COMPoCHKD. ___SUB~IECTC I( A Te(
Page 169 and 170:
·COMP. :1Nd~, U.S. ARMY ENGINEER D
Page 171 and 172:
'COMPo )N"TCHKD. __ _SUBJECTU.S. AR
Page 173 and 174:
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!:!..
Page 193 and 194:
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
Page 199 and 200:
~~=::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
Page 213 and 214:
-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
Page 223 and 224:
lZ112Z DISPLAY ALL FINISHla3124 HIS
Page 225 and 226:
S4· rRIC .01S0 FINI~5 COMO 10 C10e
Page 227 and 228:
.DISCHRI2CE. CO£.FFICIGNT vs VALVE
Page 229 and 230:
SA CPLUS .el C~1NUS .el rI~I65 CONO
Page 231 and 232:
1'~,~~TER LAKE. Sl'fETTISHM. HYDRAU
Page 233 and 234:
~!;:t:-~·.; ..'!;'~totoJ)l.14M PIa
Page 235 and 236:
)0.40.5~IT' I" THiI "'lIee C .....
Page 237 and 238:
sf· C· PLOTTIMG REQUESTS&a,1fLO.T
Page 239 and 240:
········· .. ·· .... ·
Page 241 and 242:
.... D.~.~ T.altcTtOtt II TJl II'UI
Page 243 and 244:
'IIEL~CT'ltC6 ()veH .,}{)(L~ue TA ~
Page 245 and 246:
\C'iCfilB1L L.A-1L-l:5'"GU3C-TelG "
Page 247 and 248:
APPENDIX B3HYDRAULIC DESIGN OF ALTE
Page 249 and 250:
The power tunne 1 entrance wi 11 be
Page 251 and 252:
B. Losses in the Power Tunnel.(1) U
Page 253 and 254:
3.04 SURGE TANK.A. Operating Requir
Page 255 and 256:
in the power conduit. Condition E i
Page 257 and 258:
(2) Condition A - Maximum surge for
Page 259 and 260:
I. Stability Routings.To de~onstrat
Page 261 and 262:
3.05 PRESSURE AND SPEED REGULATION.
Page 263 and 264:
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
Page 271 and 272:
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
Page 291 and 292:
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
Page 323 and 324:
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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