1 - Alaska Energy Data Inventory

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....l~eRATUI LAKE. SttETTISHM. RISE IN ~TE SHAFT DUE TO l.AKE TAP 8t.AST2'( Q.... IY· JOE 1.IEX1.£R. Arm JEFF JCHtS AT THE ALASKA DIST CORPS OF ENGINEERS:J,C·' IMTER HAI'I'IER AND MSS OSCILt.ATIOH CYHAI'9O) PROGAM-t.; C . THIS FILE 15 DCt.I.LAST - 12.4 FT EXCAVATED TtH£LIFS .• C SVSTEit COI'IW'fDS7.:S'g. SVSTEJlt.10 E1.EPIEHT HW AT 111 ElDEHT Ct LINe: 1 1 ..12 n. VI LIt« 1M an13 EL. C2. LIP« 2M 3M1" EL C3e LINK 3M ....lli EL C~ LII'fIC .... 5 ..16.EL CS. LII'fIC see &Ie17 EL C6. LINK see 7 ..lit EL C7e LINIC 1M S ..19 EL TJt AT see RISER 85.2e EL DUI'2 LII'IC se. as.21 EL C1N L11'1C set 89822 EL V2 LINK 891 gee23 EL Cl1. l.11'IC gee 88824 EL TI.I AT sse25 EL STl AT as.26 FINISH27 C ELEI£HT COI'w.Al'tDS28 RESERVOIR 10 HW ELEU 1119.' FINI~ COHD ID Cl DIM 12. !.ENG 1. CEL£R "s&e. ElfDLOSS AT HU CPLUS .916 CPlINUS 1.6853e FRIC .8S. FI"'I31 VALUE ID VI GATE DIAnETER 12. VSCHEDULE 1 FINIJ2 COHD ID cal VARIABLE DISTAI'tC[ e •• AREA 324. D l5. A 334. D &e. A 379.J3 D 115. A le2.8 l.D4G us. CElER "6&e. FlUC .1583 ADDEOLOSS AT 35.34 CPLUS .58 C"IMU5 .sa FIHI35 COtfO ID ele DIN! 12.71 LENIl 233. CELER "&fie. FRIC .1696 FI"'I36 COHO ID C .... DIA" 12.71 l.ENC 54. CEl.ER "'&fie. FRIC .eS8 FI"'Il7 COHD ID CSt OIA" 12.78 LENC 226. CELER "661. FRIC .1696 FI"'I38 COHD 10 CSI VARIA.LE DISTANCE 1.1 AREA 127.5 0 25. A 48. l.EHG as. CELER "661.Jg FRIe .8193 FIHI.. e COtfO ID C7. OIAft 7.8 LENC 9. CELER .."e. FRIC .8893 AODEOLOSS AT 4. CPl.US .e141 C"IHUS .'1 ADDEOLOSS AT 9. CPLUS .g CPlIHUS .9 FINI.. 2 CONO ID Cll. DIN! 7.8 LENC 1. CELEA 4&68. FAIC .8893 FIHI.. 3 CONO ID DUMa ~ DIN! 8.7 FI"I.... COND ID CUt. DIN! 7.8 LENC 1. CELER ..,&e. FAIe .863 FlI'lI.. 5 RESERUOIA ID T\I ELEV 996.' FIHI.., TJUHCTIOH 10 TJl FILLET 1.1 FI"I47 SURCETNIC 10 STl SII'P1.£ ELJOTTOPI 789. ELTOP Its •• DIM S.7 CELER 466e. FRIC •• 14a FINI4; IMLVE ID va GATE DIN'IETER 7.8 U50iEDULE 2 FI"I58 C OUTPUT REQUESTS51S2 DISPLAY ALL FINISHS354 HISTORY55 EL£ft STI ELEV PI£Z HEAD QSI !'tOOl 1 .. PIa HEAD Q57 !'tOM a .. PIEZ HEAD QS8 FINISH5;&e.r~ ..
sf· C· PLOTTIMG REQUESTS&a,1fLO.TFIIZ .63;!tDIV1POSITIONM-ttOD£ 1" Q PIEZ .as:·ftOI)£ ..... Q PIEZEMi- ELEft STl ELEU Q6? £LEft'Vi POSITIONis FIHISH68 C COfIIUT"TIONAL PMN'IETERS7.11" COHTROL78·. DTCOfP· '.528.'·73·DTOUT 1.'14.-TM)(?S DTCOfWI 1.'78 DTOUT· 2.571 TI'WC 2M.'78. F UtISH79·· C IHSTNtTAfEOUS VALVE OPEHIHG 5INJ1.ATII'IC LAKE TN' ILASTBe· SCHEDUIZ USCHEJ)UL£ 1II T I.' Q •••82 T 1.' Q I.'83 T 1.2 G 1 ... .84 T 2.' G 1 ... .as FII'tISH86 C VALUE CLOSURE PRIOR TO ILAST TO "FILL" SURGE TANK TO TI.I ELEU.I? SCHEDULE USCHEDULE 288 T I.' Q 1 ....Ig T 1.' G •• ,M T 1.2 G I.'91 T 2.' Q I.'ga FUtISH;394 C E>CECUTIOH CONTROLgsNCO'T1 GOODIVE5J8 .IEOf'ggEOT ••
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. 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
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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
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Various plates which appear in both
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C. Power Tunnel. The power tunnel i
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The primary and secondary rock trap
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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
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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
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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
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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: )0.40.5~IT' I" THiI "'lIee C .....
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
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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
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'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
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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:
.' '", ,_" - _. ' •• :~"~';:',~
Page 341 and 342:
'. ~~'. L1 zmuslbe'es//mCl-led.:" ~
Page 343 and 344:
. ,c'R- II51-2 - 87"LlI -I- ~2 ,; O
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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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