1 - Alaska Energy Data Inventory

More documents

Recommendations

Info

5 4 I3-_.2 l 11. SEE PLATE B2 FOR LOCATION OF DEMAND RUN.D 2. PROFILES ARE BASED ON DATA FROM COMPUTER DICPROGRAM • WHAMO·.3. NODE 1400 IS THE INTERSECTION OF THE SURGETANK DRIFT TUNNEL AND THE POWER TUNNEL(TIE).CRATER LAKE, SNETTISHAM, HVDRAULIC TRANSIENTS - DEMAND-le FT DIA~ VENTED TANKELEVSURCE TANK ~SEL , PIEZ ELEV AT TEE VS TI"E 51.5' THROAT DIA"ETER(FT)836.rHEM STa ~.s. ELEV.4. QUIESCENT TURBINE NET HEAD. 784.1 FT.-~ u NODE 1
5 I4 I 3 2 11---_._---0CRATER LAKE# SNETTJ$HA~# HYDRAULIC TRANSIENTS - DE~AND-1e FT DIA~ VENTED TANK1. SEE PLATE B2 FOR LOCATION OF DEMAND RUN.2. PROFILE IS BASED ON DATA FROM COMPUTeRPROGRAM • WHAMO·.Et£V3. NODE 2100 IS AT THE UPSTREAM SIDE OF THEPIEZ £LEU AT TURllHE US TI~ 51.5· THROAT DIAI'IETER(FT)TURBINE.828.114. MINIMUM PIEZOMETER ELEVATION EQUALS S88.1 FT, -jIAT 0 •• SEC.ses.l782.1C 759.1~ /~ l/.... I/' ~~----~~V ~ ~ INODE21ee - p EZ. ELEV.•• QUIESCENT TURBINE NET HEAD. 784.1 FT.•. LAKE WSEL • 820 FT.'J. TAILWATER ELEVATION .. 11.4 FT.736.1 I. MAXIMUM HYDRAULIC LOISES713.1al .-0IIclI- -I1II1J698.1 11 I667.1B"'''.1B621.1IS •• le. ee. ..e.Aevlalonl'wmbo' D •• crlpllon. D.,. Approvld---S'. S8. 18 •• 121. 1 .... IS •• lS8. e ...TIME (SEes>RUt OF 28 MIt ... liT131.'38PIEZOMETRIC ELEVATION AT TURBINE VS TIME[ZI]Iu.s. ARIoIY ENGINEER DISTRICTCORPS Of ENGINEE ASANCHORA.Gf, ALASKAD .. IURld bW'SNETTISHAM PROJECT, ALASKAA .'OJ:> SECOND STAGE DEVELOPMENT AU~ ~1mw C"'PIDrawn taWLCRATER LAKEo/t:I'I~_.n">rt
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 and 30:
SUMMARY LOGHOLE N DH 101 cont'd9411
Page 31 and 32:
N 93.616 lSME£T 1 OF4SUMMARY LOGHO
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: D5 I4 I 3 2 1 1THIS TANK IS LESS TH
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
show all

1 - Alaska Energy Data Inventory

Create successful ePaper yourself

Delete template?

Save as template?