1 - Alaska Energy Data Inventory

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~~." FAIC .8ev3 FII'tIi5'~I'tD tD Clee DIM 12.7' LEI'tG 52"1. CELER "66'. FIUC .0696 liUI'ISEG 1". FINIYoCQl$ ID, CU. DIAl'! 13.SI LENQ "1. CELER .."e. FRIC .0657 ADDEDLOSS AT e.0e?' CPLU5 .85 CI'III'tUS 1.1 FII'tIiI'COMD ID Cl38 DIAl'! 16. LEI'tG 26. CELEA "6&t. F~IC .8696 FII'tI6~,TJUHCTION ID TJ3 FILLET 5.1 FII'tI7tCOND ID Cl". DIM 12.71 LENQ 61.1 CELER "661. FRIC .&696 ADDEDLOSS AT 7.5?L' CPLUS .75 CI'lINUS .75 ADDEDlOSS AT 61. CPLUS .75 C~II'tUS .75 FIliI7a.SURQET~ ID ST2 SI~LE ELIOTTOI'! 1 ..,. EtTOP 1151. DIAft 11. CELERITV "661.13' FRIe .1616 FII'tISH,. COHD ID Clse DIM 16. LEI'tG 88. CEt.ER "661. FIUC .N96 FIMI7S. COHD ID Clse DIM 13.73 t.£HQ 21. CELER "66e. FRIC .N96 ADDED LOSS AT •••7S CPLUS ••• CI'IJI'tUS .85 FIMI?1 COtID ID cn. DIM '.74 LEI'tG 25. CELER 466e. FIUC .1173 ADDEDLOSS AT •••71 CPlUS .HI CI'IJI'tUS .26V FII'tI7V COftD ID Clse DIM 6.' LEI'tG SlS4. CELER 33M. FRIC .8887S HUftSEG 3. FII'tI8t COHO ID Cl98 VARIABLE DISTAHCE ••• AREA 2'.27 DISTAHCE 6." AREA 15.9181 CELER 33 ... FRIC .... 7S FII'tI, 82 COHO ID CaM DIM 4.5 t.£HQ 64. CELER 3388. FIUC ."'4 FII'tI83 TUAI ID 11 T84 FIliI85 COHD ID C21' VARIABLE DISTANCE ••• AREA 16.6 D 13.8 A .... 6 D 32.3 A 78.7as 0 32.4 A "IS. D 322. A "85. t.EI'tG 322. CELER "66e. FRIC .089887 ADDEDLOSS AT 13.8 CPLUS 1.12 CI'lIHUS 1.12 ADDEDLOSS AT 32 ... CPLUS e ... ssa CI'lINUS .33 FII'tI8S1 RESERVOIR ID TY ELEU 11.4 FIMI91 C TURBIHE CHARACTERISTICS FROf'! Lot4G LAKE I'tODEL91 TCHAAACTERISTICS T .... PE 1.... PE 1 SVNCSPD 688. FRIC as •. I.III'tDAGE 258. IoIR2 1175 .... DIM ".a9ga GATE •• 1.. 21. 38. .... 51. 61. ?e. 8.. 98. 1 •••93 PHI .... • .. 5 • S. .55 .61 .65 • ?e .75 .88 • as . ge • 9594 QftODEt. ••• 133 .261 .377 .478 .578 .67" .771 .856 .938 .97"gs ••• .126.257 .37e ... 71 .578 .666 .756 .8"6 .Sl17 .97396 •.• .123 .246 .354 ."57 .55' .653 .735 .828 .893 .953i7 1.1 .123 .236 .339 ."28 .531 .631 .72' .884 .871 .93898 e.8 .171 .228 .32" ."28 .588 .617 .692 .788 .839 .8989S1 ••• .1"8 .215 .382 .392 ."81 .577 .661 .7 .. 5 .8.7 .865188 ••• .136 .211 .279 .371 ."58 .5'" .623 .781 .776 .827111 I.' .117 .175 .aS13 .346 ."3" .515 .576 .65" .718 .767102 ••• ..8S1 .151 .22" .3'" ."18 ... 67 .541 .681 .671 .7121.3 I.' .'SS .11" .173 .238 .357 ... 38 .512 .5.... .585 .661114 '.8 •• e. .N2 .11S .151 .2'" . ass .318 .... 1 ."59 .523lIS '.8 e.8' '.0' •• 19 .... 3 .868 .eg3 .145 .185 .a .. 7 .J"3lN HP •• • •• se .• 82 •. 831" .... 21 .0525 .8621 .1788 •• 772 .e828 .e856117 '.1 ."75 •• 1;& •• 315 .... 28 •• 8548 .N48 •• 725 •• 882 .08S" •• 981188 ••• .ee&SJ .'188 .e3f6 .8425 .e5
~!;:t:-~·.; ..'!;'~totoJ)l.14M PIa HEAD Q1.~£tDr5T2 nEV PIa Q121UfODE.188t PIEZ HEAD Q13eitlODE ·1Me PIa HEAD Ql~f"HODE·e ... PIEZ HEAD QlJa".tfODE 21ee PIa HEAD Q133' EL£If T1 SPEED POSlTlott POYER Ql;M'FIHISHUS'" '138'pt,()TFIL£13'7 EUftTl 9P£El) POSITIOH POW:R Q138'1«)11£ 21 .. PIEZ1.'I"IHISH1 ...· '141·C PLOTTING REQUESTS1~ ,143 '1+4, 1"& C COl¥UTATI~L PARMETERS1'"1 .. 7 CCItITAOL148 DTCOfP •• 11"8 DTOUT •• 51st TMX 2 ••'ISl DTCOfP 1.'152 DTOUT 2.5153 TPWC lee.,15
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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
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: 1'~,~~TER LAKE. Sl'fETTISHM. HYDRAU
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
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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
Page 295 and 296:
'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
Page 301 and 302:
17()D').~~-----; !CSURMSUR(Chaudhry
Page 303 and 304:
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
Page 313 and 314:
5 I 4 3 2 11----0 1. SEE PLATE B2 F
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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-
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\ \ /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
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-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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