1 - Alaska Energy Data Inventory

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COM P. -:y.....'J:rCHKD. __ _SUBJECTU.S. ARMY ENGINEER DISTRICT, ALASKACORPS OF ENGINEERSANCHORAGE, ALASKAC 1l.PlncTL \..AICE'SHEET NO.(pFILEDATE LI) PP,'e u D· '1.., ' ,K EXj) =~(V\I\A)l ~[
CaMP. In::;:CHKD. ___ _SUBJECTU.S. ARMY ENGINEER DISTRICT, ALASKACORPS OF ENGINEERSANCHORAGE, ALASKA,..-f1-1 J~ ! •SHEET HO._I.....I...-__FILE _____ _D A TE/:J 6 ,:;>,2 .] '.,/K~ ~= , DlPVVI\( \ , "\.> 2.>";;:'- D-z../I) , = lIS \1~f\..JE )-'-I, -\.. I~E""I.I'\~ 17:;- r ::- I : ( i, .... r::.,z- ~ ;",.. 'Z- I !). == ~,o '-il'-j '~- \A - (.,xB ;-'iB FT"2-IV= 3"2..~ t;. . 0 ~ - FP~-'-IS-If) ,?-A - 7:J &:"" t../ -r j - :J.-,! f1-f f ,.'e. TC,,-,S FOiL S I---C;- C \~e:TG' ((j ,)/.j l-:'E:') ,~'. ;
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
Page 15 and 16:
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
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SUM~AR,(LOG\ N ac.~l~ I SHEET 2 OF,
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SU,'t1:--,lARY LOG I N 0)':'1 ,c,.
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SU~AMARYLOGHOLE NO.N 95159. I SHF E
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SUMMARY LOG N 951S9. 1 SHct=:T 4 OF
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SU:\,1:--.4ARY LOGH 0 L E NO.DIJH-1
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LOGHOLE NO. DCii-107 I SUR,rACe: EL
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,S UMMARY .~OG N 93451 r SHEff 1 Qf
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SUMMARY LOGH 0 L-E NO. DDH-I09~NIiI
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_liUMMARY lOG N 93685 1 ~W~F'T 3 OF
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SUMMARY LOGH-O-L E NO.DDH-110N 9354
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$UMMARY I~~GK 93729.8HOLE N . DH-ll
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N 93729.8~UMM~RY Ib~G.. OL;- N . Dh
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HOLEI PROJEC_,- e"WLa,. COIoIP.~ ~F
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,~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
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: COMP. ;IN:rCHKD. __ _SUBJECTC.IGA T
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
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lZ112Z DISPLAY ALL FINISHla3124 HIS
Page 225 and 226:
S4· rRIC .01S0 FINI~5 COMO 10 C10e
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.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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