1 - Alaska Energy Data Inventory

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5 I 4 I 3 I 2 1I DESIGN TANK ITOT AL VOLUME OF AIR CHAMBER SURGE TANK FOR THESE PLOTS = 65.508 FT3RESERVOIR ELEVATION = 820 FTD~ I830 46--H820V--0 40RE /"'..810 SLEf\.. /36/E'\pV 800 QUIESCENT LEVEL 0A = 793.4\ /V~30TE790R0~N26780 / ININ 20770 LTHF 0E I16760 UEST\ IA750 N10\ /DC S740\11 MIN. HYDRA LlC GR DIENT LEV. = 734.46 C730 00 20 40 60 80 100 120 140 160 180 200 0 20 40 60 80 100 120 140 160 180 200TIME IN SECONDSELEVATION OF HYDRAULIC GRADIENT VS. TIMETH£ IN SECONDSTURBINE OUTPUT VS. TIMEDf--f--r--168.6SU 168.6R 168.4F168.3 /'\ QUIESCENT LEVEL = 168.04A/ 1\ IIB C 168.2EB168.1 \ I-:::----..E 168L167.9 ~EV 167.8 IA167.7 I NOTES:TI 167.6 I1. PROFILES ARE BASED ON DATA FROM THE COMPUTER PROGRAM0 "MSURGE" AS MODIFIED TO ANALYZE AIR CHAMBER SURGE TANKS.IN 167.6"-,,,1.1__I2. MAXIMUM HYDRAULIC LOSSES WERE ASSUMED IN THE POWER167.4 CONDUIT. S,.mbol o..criptlon. Da,. Appro,,""IN 167.3 L3.\ I~;';.~':,At!rLI,~ ~~~~~M1Ln r,.'ttPs~~1 ~USN~~~ ~ElDWA~~,1 ~LROATDW~T167.2 IN THE SURGE CHAMBER DUE TO THE ABSENCE OF AN ORIFICE.F \ IE 167.14. SEE PLATE _ FOR TURBINE CHARACTERISTICS FOR DEMANDE 167 \ ICONDITION.f--T \lMIN WATEf SURFA E ELE . - 166 905. MINIMUM POOL (820 FT) AND MAXIMUM TAILWATER (".4 FT) WERE166.9ASSUMED.166.86. AIR VOLUME AT START OF DEMAND CONDITION IS 50.S63 FT .U.S. ARMY ENGINEER DISTRICT0 20 40 60 80 100 120 140CORPS OF ENGINEERS160 180 200 7. THE POWER CONDUIT CONSISTS OF AN " FT. NOMINAL DIAMETERANCHORAGE, ALASKAPOWER TUNNEL AND A 6 FT. DIAMETER STEEL PENSTOCK.TI ME I N SECONDSo.slilnedbW-lSNETTISHAM PROJECT. ALASKAA :Jr-.!:J m SECOND STAGe DEVELOPMENT AWA TER SURFACE ELEVATION VS. TIME ..-_"- Dr.wn by: CRATE! LAKE"'11K ...AL TERNA TIVE PLAN 1\1AIR CHAMBER SURGE TANKc ~ • ~1: LOAD DEMAND PROFILESacele:~b"AS SHOW.5_''.L~"~M~~"""" D •••:""'. A~l~ . .. ~ ,.. af!-I... AUG. 17,,",wingCcNIe: 1~t ____ref.renee" ... mber:..... __ 0. __5 1 4 I 3 1 2 \ DESIGN MEMORANDUM 26 PLATEB25tf--
-DC 9505 I 4 I 3 I 2 1I DESIGN TANK ITOTAL VOLUME OF AIR CHAMBER SURGE TANK FOR THESE PLOTS = 65,508 FT ~NOTES:1. SEE PLATE B22 FOR TURBINE CHARACTERISTICS FOR REJECTIONCONDIT! OHS A. B. & C.1. STUDIES ARE FOR 100% LOAD REJECTION WITH THE UNITLOAD REJECTION CONDITION A - RESERVOIR ELEV.=1022 LOAD REJECTION CONDITION B = RESERVOIR ELEV,=960OPERATING AT Q7.191 HP WITH MINIMUM HYDRAULIC LOSSES AND1150 1080E~EV. a11MAX. 1 128.41060\EV 1020/ \ f\MINIMUM TAILWATER OF ll.q FT.~AX. E(EV. -1~64.8>.. DATA ARE FROM COMPUTER PROGRAM 'MSURGE'1125I \q. NO ORIFICE IS INCLUDED IN THE DRIFT TUNNEL. RESULTINGIN PRESSURE GRADIENTS AT THE TUNNEL TEE ALMOST EXACTLYE ,- QUIESCENT LEVEL - 1022 E 1040 EQUAL TO PRESSURE GRADIEIH IN THE AI R CHAMBER.L 1100 L I f\ rQUIESCENT LEVEL = 960EVA 1075 ATT 1000 I \ \ L ~ 1\1I0 1050 1\ I \ II \ / 1\0 I \ I \ L _\ I \NN 980\I I \ I \ II \ I / \NF 1000 \ I \ I 1\ I \ /F 940 ,E E 920\ / \ ~ / \'-'"T 975 T\ / \ / V5. INITIAL AIR VOLUI'ES FOR REJECT CONDITIONS A. & BARE39.998 FT3 ~~D Q3.211 FT3 RESPECTIVELY.6. QUIESCENT LEVELS REPRESENT THOSE PREDICTED BY ADIABATICEQUATIONS AND THUS DIFFER SLIGHTLY FROM THOSE PREDICTED BYISOTHERMAL EQUATIONS AS REPRESENTED IN THE "AI R CHAMBER tilTHI 1025 I 960 I 1\ ZERO FLOW THROUGH POWER CONDUIT" CURVES ON PLATE 17.~ I\ \ / \ )\ II VV 900N\ I / \ L \7. THE POWERCCHX.ITCONSISTS OF AN II FT NOMINAL DIArfTER\ I)~POWER TUNNEL AND6FT DIAI'ETER STEEL ?£NSTOCK.\.., 880 C925 8600 20 40 60 80 100 120 140 160 180 200 0 20 40 60 80 100 120 140 160 180 200TIME IN SECONDSTIME IN SECONDSELEVA TION OF HYDRAULIC GRADIENT VS. TIMEELEVATION OF HYDRAULIC GRADIENT VS. TIMED,---r---LOAD REJECTION CONDITION A - RESERVOIR ELEV.=1022LOAD REJECTION CONDITION B - RESERVOIR ELEV.=960173.2S MAX. ELEV.=173.10 S ~AX. E~EV"17k.24U [\. UR 173R172.2FI \QUIES6ENT L~VEL I \_ 1172.13r\ ,- FA172172.8 AB C IC I !\ , QUIESCENT LEVEL = 171.17EE 171.8172.6 I \ f\r/ EE 171.6 I ~ \ ! ~ /\LI \ II \ I \LE 172.4 E I \ I \ / \ I \VV 171.4A I I \ I \ /A 1 \ I \T 172.2T 171.2I \II0 \ I \ I0 171 \ I I \ I \N 172I \ Ir-- I 171.8 1 L \ /IN\N\ I \ \) 170.6F 171. 6 F\ I \ /VV 170.4\ IE \ E \ /VT 171.4T 170.2\'/\1'N\ I IIRevlskJns170.8 \ / \S,mbol o.scrlptlons Date Approved-\ I \ \ I \171. 2 1700 20 40 60 80 100 120CORPS OF ENGINEERS140 160 180 200 0 20 40 60 80 100 120 140 160 180 200ANCHORAGE, ALASKATIME IN SECONDSITIME IN SECONDS Dulgned by:mtm?~~~.SNETTISHAMUS A""Y eo.,r.of Engww. ...u.s. ARMY ENGINEER DISTRICTPROJECT, ALASKAA TN:J SECOND STAGE DEVELOPMENT AWATER SURFACE ELEVATION VS. TIME WATER SURFACE ELEVATION VS. TIME Orawn b,:CRATER LAKECAK.AL TERNATIVE PLAN IIIAIR CHAMBER SURGE TANKLOAD REJECTION PROFILES I OF II~b" $c.'.: She.'AS SHOWN• relerencenumber:""'. ,~~. Dale:84 AUG. 11AP~blDr.wlng,""j... ," /,J,1.lf- Code: 1..........c11""""5 1 4 1 3 I 2 I DESIGN MEMORANDUM 26 PLATE 826-tSheet o.B
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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.
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COMPo 0N"S'""CHKD •• J WJ"JU.S.
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U.S. ARMY ENGINEER DISTRICT, ALASKA
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COIo4P.CHKD.U.S. ARMY ENGINEER DIST
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COMPoCHKD.,r., '........,.~S U!:!..
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COMPo ;fA/if "CHKO.-r- u.s. ARMY EN
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COMP.CHkO.U.S. ARMY ENGINEER DISTRI
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COMP.CHKO.SUBJECTU.S. ARMY ENGINEER
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~~=::ySUBJECTU.S. ARMY ENGINEER DIS
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NPA FORM 16Ba (Rev.) Previous editi
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i•COMPo StJ\CHKD. JJSUBJECTZ/ 1?t
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COMPo ,)N)CHKD. 9"~SlIBJECTHU.S. AR
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NPA FORM 168a (Rev.) Previous editi
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"':'\.CO~P.~CHKD.~SUBJECTU.S. ARMY
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~( \lAL..\)~S iC.E\\\M\1'\) (.cc-0s
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-C OMP. \./ t..JCHJ(D._~_t~_"SUBJEC
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___ .___._~ ..-=..........__ ._+-__
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~UIII~::J•o•zo.,'"
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604·· FIUC • e893 FINI65COf41)
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1 CRATER lA
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lZ112Z DISPLAY ALL FINISHla3124 HIS
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S4· rRIC .01S0 FINI~5 COMO 10 C10e
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.DISCHRI2CE. CO£.FFICIGNT vs VALVE
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SA CPLUS .el C~1NUS .el rI~I65 CONO
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1'~,~~TER LAKE. Sl'fETTISHM. HYDRAU
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~!;:t:-~·.; ..'!;'~totoJ)l.14M PIa
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)0.40.5~IT' I" THiI "'lIee C .....
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sf· C· PLOTTIMG REQUESTS&a,1fLO.T
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········· .. ·· .... ·
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.... D.~.~ T.altcTtOtt II TJl II'UI
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'IIEL~CT'ltC6 ()veH .,}{)(L~ue TA ~
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\C'iCfilB1L L.A-1L-l:5'"GU3C-TelG "
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APPENDIX B3HYDRAULIC DESIGN OF ALTE
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The power tunne 1 entrance wi 11 be
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B. Losses in the Power Tunnel.(1) U
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3.04 SURGE TANK.A. Operating Requir
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in the power conduit. Condition E i
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(2) Condition A - Maximum surge for
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I. Stability Routings.To de~onstrat
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3.05 PRESSURE AND SPEED REGULATION.
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Maximum water hammer pressure gradi
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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
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: 5 4 I 3 I 2 1 II THS TANK IS STABLE
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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