ML16168A374

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Revision 4 to Updated Safety Analysis Report, Appendix F, Probable Maximum Flood Study Mississippi River at Prairie Island, Minnesota
ML16168A374
Person / Time
Site: Prairie Island  Xcel Energy icon.png
Issue date: 06/03/2016
From:
Northern States Power Co, Xcel Energy
To:
Office of Nuclear Reactor Regulation
Shared Package
ML16168A332 List:
References
L-PI-16-049
Download: ML16168A374 (73)
v • d • e


Text

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  • 40 u ... 30 I I I NOTE: I For flood studfc purposes assume Joo*t. of rain oil occurred in 4 days. I I 20 10 I 0 0 2 3 4 5 Time in Days DEPTH-DURATION CURVE . FOR 50,000 SQ. MI. SPRING STORM 0 R 1-15 HARZ A ENGINEERING COMPANY DWG. NO. P" MAY 1968 100 c 0 a: 0 ... c u u ... u a. 90 80 70 60 50 40 30 20 10 0 I I I I 0 EXHIBIT 5 / I /_ I I I ' 2 3 4 Time in Days DEPTH-DURATION CURVE FOR 50,000 SQ. MI. SUMMER STORM UMV 1-22 HARZA ENGINEERING COMPANY DWG.

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  • i \ \ I f \ \ \ !I i ' \ \ ' ' I LEGEND: '/ i \ \ \ BIG STONE LAKE BASIN ' \ * ----LAC QUI PARLE BASIN ' I , \ \ \ -*-NEW ULM BASIN ! I \ ' \ ' -**-BLUE EARTH RIVER BASIN \ ' \ ' \ ., ' I; \I \ f/ \ '** \, ' 1'. It , ' \ II! ,, ., ' .. , ........... " , .... y .... .. .........
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...... 0 10 IS 20 Tlmt In days HARZA EHCIINEERING COMPANY DWG. NO. 459 P 7 APRIL 19451

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  • 1/ \ \ I I I* 'I \ \ I I. \ \ \ \ \ I \ \ l \ \ \ LEGEND: \ \ \ BASIN 5 I I . ' -----BAS IN 6 ;/J \ ' ' --BASIN 7 \ ' ' -*--* BA 51 N 8 \ ' ' . ' .. i :I! . \ ' **-l
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....... .... .... .... ....... _ 0 5 10 15 20 Tlmt In days HARZA ENGINEERING COMPANY OWG. NO. 4S9 PI APRIL 1968 --u

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1000 900 800 700 .. 600 -u 0 0 0 .5 500 u 0 .. a .1: u

  • 0 400 300 200 100 5 EXHIBIT B \ ' \ \ I \ --*-*-*-.J \ \ 1\ . --* " r--_ 10 15 20 25 30 35 40 45 50 Time in days PROBABLE MAXIMUM FLOOD HYDROGRAPH MISSISSIPPI RIVER AT PRAIRIE ISLAND,MINN.

HARZA ENGINEERING COMPANY OWG. NO. 459 P II MAY 1968 -I>> I>> 14 .E c .2 -0 > Cll I.LI 770 760 750 740 730 720 710 700 690 680 679 678 677 676 675 674 673 672 671 !----L v I I I 2 3 EXHIBIT 9 ,.,. ...,. v V" v v ...,. . / I v I / v I / I / / / / I I 4 5 6 1 8 9 10 20 30 40 50 60 70 809000 Discharcat in 10,000 cfs DISCHARGE RATING CURVE . _/ MISSISSIPPI RIVER AT PRAIRIE ISLAND,MINN. HARZA ENGINEERING COMPMY DWG. NO. 459 Pll MAY IMI 2 t: <z

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Dlatance in 1000 feet NOTC: CI'Q!IS tak.a boklng upstream HARZA ENGINEERING COMPANY DWG. NO. 4S9 P 14 OCTOBER 1968 CHANNEL CROSS SECTION MISSISSIPPI RIVER NEAR RED WING, MINN. (MILE 788.3) . ../ N ,_ I w . " u j :i J z 0 1-u w U) z 0 § 5 .:J c N $ :X 700 EXHIBIT 13 Cross II (River Mile 790J) Sheet I cf 4 \. 690 r -;:; <l (\J i a; I :=. ! Hic)hwcty 63 680 . _j Mississippo River (fj -**r t wood*d arto / 670 UDper Lo I G) \ I \ ' l \.. Vl Goose >' .8 <l l ' l7 " .J c:: l .2 0 > 660 I G) jjj t v \ 650 I 700 roilroL I Cross Section 13 (River Mile 792.80) I roilrood road rood Mississippi Ri¥11' WIKonlin Olonnll \ -' ----;:; ** wooded areo \ <l N Oi -w 680 ' _j 1----, u; IWDI'I\II

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I ' 670 lr G) > / ' 0 rv .J:l <l .§ \ 0 > G) 660 w *--L 110 130+00 140+60--lsd+"oo 120-KJO TYPICAL MISSISSIPPI VALLEY CROSS SECTIONS NEAR C .. 6 58+oo RED WING MINN. 10+00 20+00 30+00 40+00 50+00 60+00 70i-OO 80+00 90+00 100+00 HARZA ENGlNf:ERf.lG COMPANY OWG. NO 459-2 APRIL, 1970 Station EXHIBIT13 700 \ I (River 1 Mile Sheet 2 of 4 Cross Section 14 794.2) -690 :0 rCiilroad fjd <( C\1 woodecl v a; area -680 """' _j woodedareo A dry tllallnel I H uS A.t**:. '--/ .,.,a...,. ..-670 o* ,.. --*v r5 ' :0: 0 r\ > .!! 660 UJ v 650 700 Cross Section 15 (River Mile road' I roilroacl fill 690 Misrs'ippi River--railroad fill, 9Uidewoll / :0 . & t v <C wooded area C\1 1"1 { §2 /channels -680 rood \ t wooded VJ _j wooded wooded ClfiO area a reo / rv r\.. St. Gantenbein Lake' uj Brush v ci_ r--., /'/ L 670 u " " r--..... -v 0 r-c: .2 0 \ > ..!!! 660 \ "' UJ ll N 110+00 120+00 130+00 140+00 150+<< TYPICAL MISSISSIPPI VALLEY CROSS SECTIONS NEAR 650 0+00 10+00 . 20+00 30+00 40+00 50+00 60+00 70+00 80+00 90+00 100+00 RED WING MINN. Station HARZA ENGINEERING COMPANY OWG. NO. 459-2 APRIL, 1970 (_. .... -Cross Section IP ( Riv Mile 9. 8) 700 690 680 *--'a WiSCOIIIill <l Mississippi Rlwe Channel N en Lit r---r1 Rl-= 670 ....J en :e 021660 > 0 ..0 <l c _g g650 021 IJJ 640 630 620 0+00 -7 v u \. 10+00 20+00 30+00 HARZA ENGINEERING COMPANY OWG. NO. 4!19-Z 40+00 Station -50+00 60+00 L-..... 70+00 80+00 . Sheet 4 f4 90+00 100+00 110+00 120+00 TYPICAL MISSISSIPPI VALLEY CROSS SECTIONS NEAR RED WING MINN. EXHIBIT13 700 \ I (River 1 Mile Sheet 2 of 4 Cross Section 14 794.2) -690 :0 rCiilroad fjd <( C\1 woodecl v a; area -680 """' _j woodedareo A dry tllallnel I H uS A.t**:. '--/ .,.,a...,. ..-670 o* ,.. --*v r5 ' :0: 0 r\ > .!! 660 UJ v 650 700 Cross Section 15 (River Mile road' I roilroacl fill 690 Misrs'ippi River--railroad fill, 9Uidewoll / :0 . & t v <C wooded area C\1 1"1 { §2 /channels -680 rood \ t wooded VJ _j wooded wooded ClfiO area a reo / rv r\.. St. Gantenbein Lake' uj Brush v ci_ r--., /'/ L 670 u " " r--..... -v 0 r-c: .2 0 \ > ..!!! 660 \ "' UJ ll N 110+00 120+00 130+00 140+00 150+<< TYPICAL MISSISSIPPI VALLEY CROSS SECTIONS NEAR 650 0+00 10+00 . 20+00 30+00 40+00 50+00 60+00 70+00 80+00 90+00 100+00 RED WING MINN. Station HARZA ENGINEERING COMPANY OWG. NO. 459-2 APRIL, 1970 EXHIBIT13 730 Sheet 3 of 4 1 I 720 710 -*-"0 <t C\1 en -700 -_j Cross Section 16 (River Mile 7 98. 30) v; Cil l.-I _g 690 <t c .Q -0 > Cil *w 680 /'1 lsloftcS roilrood ' I \ rood' v \ mars II . I , catfiltl IIOUCJh v \ 1/ / / f(1 "' -_,-/ ""-"' -y V'L I 'J '-.1\ 1-.. 1\ , fj v '-.._.,/ 670 660 \ n 65 8+oo 1o+oo 2o+oo 30+oo 40+0o so-+oo so+oo 7o+oo ao+oo 9o+oo 100-+oo uo+oo 120+00 13<>><:lo 14o+oo 1so+oo 160+oo 11o+oo Station TYPICAL MISSISSIPPI VALLEY CROSS SECTIONS NEAR NOTE: Sloughs enter Mississippi River below Lock and Oom No. 3 PRAIRIE* ISLAND MINN. HARZA ENGININEERING COMPANY OWG. NO * ._59-2 APRIL, 1970 (_. .... -Cross Section IP ( Riv Mile 9. 8) 700 690 680 *--'a WiSCOIIIill <l Mississippi Rlwe Channel N en Lit r---r1 Rl-= 670 ....J en :e 021660 > 0 ..0 <l c _g g650 021 IJJ 640 630 620 0+00 -7 v u \. 10+00 20+00 30+00 HARZA ENGINEERING COMPANY OWG. NO. 4!19-Z 40+00 Station -50+00 60+00 L-..... 70+00 80+00 . Sheet 4 f4 90+00 100+00 110+00 120+00 TYPICAL MISSISSIPPI VALLEY CROSS SECTIONS NEAR RED WING MINN. (, I ( -:a <l N Oi -...J ui G) > .8 <l -II) II) LL c c .g 0 > .!! lJJ 705 EXHIBIT 14 ..__ I I I I I 7 0° r-g I I I I I I \ I I I I I ]! II) *.::: "6 ... a. I ttl -1 (/) E -u .!!, 0 ... 0 0 d5 6901 g a.. 685 Lake Pepin I Historical Flood Profile-1952 I Flood Profile l{) E 0 0 dS E o ---t-----+- 0 -C-HistOr-iCOI 0 g 670 665 1 I I I I I 1-I I I I I cO -.X 3 u 0 ....J 800 795 790 785 780 775 770 765 760 755 750 745 740 735 Legend

  • Computed Elevations for Historical Floods
  • PMF Computed Elevations Miles Above Ohio River 730 HISTORICAL AND PROBABLE MAXIMUM FLOOD PROFILES 725 HARZA ENGINEERING COMPANY OWG. NO. 459-3 APRIL, 1970 USAR Append ix F El(hibil15 P ago 1 of 7 STATES POV*fR COI*'fJANY

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Ja'ill l .11C 231\0'lCI* 2 0 0 0* ()o 00 o.oo 0* 0*03() 0. ('? ,, Note: F*or th e r econ,J tilution of the 196 5 fl ood , Prvfiles were di sco ntin uouo< at Darn s 4, 5, a.nd SA, beca1.1Sc of s up e rcrit ic al v¢locilif:: s over th e !1f>lllways. tJ. !,l * .:; ::: 110RTHFR'I STATES PQHf.l{ CO'II'AJJY ---PROJECI 459 PROf\A"ll.E

  • IAXI'*1lJ'l FLOOD $TIJDY USAR Appelldlx F Exhlbil15 Page 2 ol7 REPROMUCE THE HISTORICAL F LOOn TO OBTAJN "l5S!5SIPP!

RIVEfl NF.AR RED 1-11% MtJl(H 19.1970 TEST NO* --** t,.. 19(} STnRTIMG COF.F corn fOfF ALL-F.Rf;;' *N.,. *N* *n""' JNTJ.6.Lt EXP 3WSEL LT RK RT Or VOL-AF 0 I l 00 (1. )flO OolOC Oo07S O,J!O o. 0. WA TFP SUP;; liCE F.l DISCHARGE hl>s.ooo D I SCHARr,f. L0B-RL. ROB-Rl L.08-N CH-N RUB-N CRIT,*s'S,::L* SEC *w F:ST SLOPE HV COI*IP 1\SEL \/UL-AF TN-ACj;!ES I'.I*!SEL ARFA-L!'\ V ( ll-LR V-LF\ 0-LR Af?EA-CH v ( 1/-(H 0-(H T R I DC -Sf!. AREt.-nn Vlll-qf\ V-RP. o-Rl;l A\'(, 1 Nr. 5ECN ?HS56

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DISCNAI<GE SEC NO ARE.f.-LR ARC::A-CH 2'*S-'7A. B8d2 56. %928. a. 246195* 71.(1.00 o7. 591'\40, o. 2'* 7 'Z l fl. 74 1. 4 0 "'l 5. ?0773. 130011. 25?'))0. 750.40 ;, 1'16 3. 89753. 96?. 2517'*5* USAR Appendix F Exhlbii1S Pago :J of 7 NORTHERN STATES POWER ---PROJECT 459 PROAARLE FLOOO STUDY REPRODUCE THE FLOOO TO OBTAIN HISS!SSIPflt RIVER NEAR REO <liNG HtNNt:SOTA l9d970 TEST RUN NO.---$ [16.f ff,,..;{ STARTING CONDITIONS COfF COff ALL-fHR N*

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CDEF COEF ALL-ERR *N* *ll* *N* INTI/,L, COtH E:XP 3W5EL L 1 BK Ri BK CHI'.N VOL -r,F 0.1<..0 Q,)OO o.too o.o1s 0. 07 '"J 0.025 o. START BY KNOWN W S HATER SURFACE El 01 SCHARGE 2S3"12l* TW AC P.£ S o. D!SCHAPGE L.OB-RL CH-RL ROB-RL LOB-N CrHi RUB-I\ CRIT*WS.EL* SEC NO E.ST WSEL SLOPE HL-FR I CT HV COHP wSE:L vot-AF HI-/,( RES KwS[L ARE A-LB Vlll-LB V-LB a-LB ' "'A-CH Vlll-CH V-CH 0-(H TRIAL5-NORI-IAL DC -S/A t,-RA Vlll-((f'. V-RB O-RB AVG MANNING N-SECN WIN 25'3921* o. o. o. Oo075 Oo025 o.ooo 7?3*60 677. 5?0 o.oooozo o.ooo 0.057 &77o?50 o. a. o.oco Oo o.oo o.oo o. 1320)4, 4.22 lo92 253580. 0 0 935. 0

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f'L('I(\0 STUO Y IH 5F O rHl THt !*'IN Jt!(o rww*,CJNFSS ur ss!SSTPP[ RIVED II C:tJl I'IED 'rlltHi APR ll. fl, '1. 'PO ffS T RUN 1*/CJ, ---("I')F,f" (()C'F ,\\.L-""" **1* *r:* , II.. II , f 1 AI * ('O*n "XP 3':/.'.El IT B*: RT nK o.100 n.o 7s o.o 1o 0. 910100. U SAR Appendix F Exhibit HI Page 1 ol5 r w r *' t.( n r (), LOB-RL (H-RL CH-N IWA-'1 IT, "-*,fL. (q IoiSEL SLOP£ HL.-f'"RICI liV wsu. V OL-f.F r*.*-:.cP:

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