1 - Alaska Energy Data Inventory

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126 NODE lee PIEZ HEAD Q127 ELEftST1 ElEU PIEZ HEAD Q121 NODE l~ee' PIEZ HEAD Q15- NODE IBM PIEZ HEAD Q138 NODE 21" PIEZ HEAD Q131 NODE 22" PIEZ HEAD Q"38 ElDI 11 SPEED POSITION poWER Q1.33 FIHISH13"135 FIHISH138131 PlOTFlLE118 E1.£ft ST2 ELEU138 EI.£It STl £lEU1 ... NODE 1 .... PIEZ1 .. 1 NODE IBM PIEZ1'42 E1.£" Tl SPEED Q POSITIOfI POYER143 NODE 21ee PIEZ1 .... FIHISH145 C PLOTTING REQUESTS1"6H7H81 .. 9 C CO~ATIONAl PAA~EAS15e151 CONTROL152 I)TCOf'IP 0.1153 DTOUT 0.515 .. TI'IA)( 20.'155 l)TCOfP 1.0156 DTOUT 1.0157 TI'IAX lee.'158 OTCOI'IP 1.01551 DTOUT 1.016. Tl'!AI( 2 ....161 FIP'4ISH162 C STABIlITV SIMULATION163 OPTUR8 ID T1 GOUERH LSCHEDULE 1 FIHISH16~ GOVERN 10 Tl AONE e •• ATUO 1.' ATHREE 3.31 AFOUR .1e .. AFIVE e., ASIX -10.6"165 ASEuEH -3.3" AEIGHT e.e OPE~AX 21.5 ClOSE"AX 21.5 ~INISH166 SCHEDULE LSCHEDUlE 1167 T 0.0 l 385&8.168 T 1.e l 385 ...1651 T 1.25 L 39088.17. T 2.' l 39e&8.171 T 3ee •• l Jgeee.172 FIMISH17317 .. C EXEC1JTIOfI COHTROL175178 co177 QOODIYE171 /EOF'179EOT ••
1 CRATER lA
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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(
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: 604·· FIUC • e893 FINI65COf41)
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
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12-ft diameter power tunnel with a
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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
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The results of the rejection and de
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from these gauges will be converted
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Air 1 eakage through the rock is go
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needed for normal power production
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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
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liner • Longitudinal members and.
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- ~",/APPENDIX C2STRESS ANALYSIS OF
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.' '", ,_" - _. ' •• :~"~';:',~
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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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- . .
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7. E: ..':·"·tillTCES~ .Wa.ter Po
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