ML17039A605

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Revision 31 to Updated Final Safety Analysis Report, Section 3.7, Seismic Design, Part 3 of 3
ML17039A605
Person / Time
Site: Davis Besse Cleveland Electric icon.png
Issue date: 11/21/2016
From:
FirstEnergy Nuclear Operating Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML17039A594 List: ... further results
References
L-16-322
Download: ML17039A605 (297)
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Text

BOTT. OF TANK EL

-CD 0 ("'-! ("'-! --rVJ .....-0 en Ol 0 ("'-! LO """"" PT.3 K M 5=836 PT.2 M2=3224o 1 M 8=948.8 PT.O! REVISION 31 OCTOBER 2016 K K Z N y Z BORATED WATER STORAGE TANK KEY PLAN DAVIS-BESSE NUCLEAR POWER STATION BORATED WATER STORAGE TANK-MASS MODEL FIGURE 3o 7-1 DB 07-29-16 DFN: G/USAR/UFIG371.DGN/TIF EL.643'-Q' EL.62 3'-0" EL. 603'-o* EL 585-<1 b ... ' en b en 0 ... EL 558'-o* en z MASS MODEL z --K¢ ,_PINNED BASE DAVIS-BESSE NUCLEAR POWER STATION SEISMIC SYSTEM ANALYSIS MASS MOOEL AUXILIARY BUILDING AREA 6 FIGURE 3.7-2 ' REVISION 0 JULY 1982 EL.818!.0" CONTAINMENT VESSEL

_, 0 N b -* c£> N

  • 0 1b N
  • LOWER HEADER SPRING TOP OF POLAR CRANE RAIL R=65' TOP OF AUXILIARY BUILDING EL.660 1-0" l CONTAINMENT P RGE INLET LINE \_ CONTAINMENT P RGE OUTLET LINE cb t PERSONNEL LO K EL. 609'-9" {. MA IN FEED WAT R LINE

+-------------+--=-----------------'-ll'-'-=..;......;_;_

______ (o K FUEL TRA NSFE TUBES 30"<1>

..... *

  • r<> EL. 0 EL.72 s'-o" EL.699'-o" EL .'i:J 72'-9 11 EL. 617!.0" U1 E L609-0*

r<> EL.589'-0" I N EL.570 1-9 11 -E L.565!_0" EL556'-o" EL.540'-0" 6,-MASS POINT NUMBER Q-JOINT NUMBER .t..i. -MEMBER NUMBER DAVIS-BESSE NUCLEAR POWER STATION SEISMIC SYSTEM ANALYSIS MATHEMATICAL MODEL OF CONTAINMENT F I GU RE 3

  • 7 -3 REVISION 0 JULY 1982
  • EL.824'-6*

SHIELD BLDG ... .j '\

  • i i 774'-f,' EL.7200'

'° en EL.609!0' L.589'-6' MASS POINT NUMBER Q JOINT NUMBER i.1 MEMBER NUMBER DAYIS*IESSE NUCLEAR PGIER STlTIOI SEISllC SYST£1 RIALYSIS IATHEIATICAl IODEL Of SHIELD ILDL FICUIE 3.7-4 REVISION 9 JULY 1989 J . , l I *! . l \

  • I . * ,_ I 4 * ' :n1 o: CON TA I NM ENT VESSEL I I I I I J I I I I I ; I I I I I I I I I I I I I I REACloR! I I I I " " ELEVATION LOOKING EAST ELEVATION

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-. ,. .. : :, . . *. ' ... DAVIS*BESSE NUCLEAR POIER STATION SEISMIC SYSTEM ANALYSIS MASS IODEL AUXILIARY BUILDING AREA 8 FIGURE 3.7-7 y REVISION 0 JULY 1982

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DAYIS*IESSE NUCLEAR POIER STATIO o INDICATES HINGE MATHEMATICAL MODEL OF CONTIT. STRUCTURES ON SOIL SPRING FIGURE 3. 7-8 REVISION 0 JULY 1982 0.01 10.0 *

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_ ... -. DAVIS*IESSE NUCLEAI PO*EI STATION CONTAl .. ENT VESSEL

  • TllE HISTORY (ABSOLUTE)

& RESPONSE SPECTRlll (RIS) ClllPARISON F18URE 3. 7-12 REVISION 0 JULY 1982

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DAVIS-BUSE lllCUAR PGltl STATION CGllTAl*ENT VESSEL

  • TllE HISTORY (AISOlU & RESPONSE SPECTRUI (ABSOLUTE)

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MAXIMUM PROBABLE EARTHQUAKE (0.089) I I --....A..

o.s9J R,ESPoNSc 0.3S6 DAVIS*IESSI MUCLEAI POIEI STATllll CDITAll9£NT INTEINAL STRUCTURES

  • TllE HIST
  • RESPONSE SPECTl&ll COIPAllSllC (IAI llUI PIDIAILE EARTHQUAlE)

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MAXIMUM POSSIBLE EARTHQUAt<E (0.159) 0.919 ,, /.03'2 v" TIME Y ; * .........

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  • J.,. DAVIS*IESSE NUCLEAR PDl£R STATION CONTAINIENT INTERNAL STRUCTURES
  • TllE HISTORY & RESPONSE SPECTR&ll CCllPARISON (lllllUI POSSIBLE EARTtGUAlE)

FICURE 3.7-15 REVISION 0 JULY 1982 I 11 I I EL. 710-t; o./Oa o.1os I 'I EL.7sa-o o.Kn 0.104-I " 11..725-0 I c--TIMI ( AIJSOt.tJrE)

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SPECTRUM ACCELERATIONS VERTICAL MAXIMUM PROBABLE EARTHQUAKE (0.0539)

.... -... -.. DHIS*IESSE NUCLEAR POIEI STATION CONTAllllENT VESSEL TllE HISTORY & RESPONSE SPECTRUI COIPARISON FllURE 3. 7-16 REVISION 0 JULY 1982 Et. G VA FE Gr EL. 803 '-o ,_ o. o'5S':2 I I " I EL.. 783-o o. t::J539 I " I 51.. 5(;; -(; 0.0"'1-'7 I H I El.. o I II I EL. -o 0.0'384'-I " I EL.

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DAYIS*BESSE NUCLEAR POIER STATION DIFFERENTIAL DISPLACEMENT BETWEEN SHIELD BUILDING & CONTAINMENT VESSEL FIGURE 3.7-17 REVISION 0 JULY 1982 EL.E VAilON I ,,

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I "' El.. t:og.o ' . EL.585-0 I " EL. -o I /I £L 54'15 -o MAXIMUM POSSIBLE Fl ET I o.

o.01s1' I (). 0 / 'g4* I 0.00,(; 0.005'9 I 0.0030 I I I o.o EARTHQUAKE (0.159) DAVIS*BESSE NUCLEAR POIER STATION DIFFERENTIAL DISPLACEMENT BETWEEN SHIELD BUILDING & AUXILIARY BUILDING.

Fl SURE 3. 7* 18 REVISION 0 JULY 1982

Davis-Besse Unit 1 Updated Final Safety Analysis Report 3.8-78 UFSAR Rev 30 10/2014 TABLE 3.8-2 Concrete Slump

Strength (psi) f'c Slump of Working Limit at Point of Placement Lower Slump Limit at Point of Placement Use and Location 2000 5" - Electrical Duct Encasement and Lean Backfill Concrete 2000 4" - Lean Concrete Backfill 4000 3" 1" Walls and Slabs 12" or less and/or congested reinforcing 4000 3" 1" Foundation and Walls over 12" thick 4000 5" 2" Slip formed Walls over 12" thick concrete with no Fly Ash 5000 3" 1" Walls and Slabs less than 12" thick and/or congested rebar 5000 3" 1" Foundation and Walls over 12" thick

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  • OF PIVOT STORED POSITION ELEVATION SHIELD BLDG. EQUIP IN RAISED POSITION -DOOR IN BOLTED POSITION -II 11 , , 11 1 I 11 11 HATCH 1'
  • I 1, 11 1, ,, " ,, , , I '1
  • SECTION = <.D -* U) = U) _, \D INSIDE CONTAINMENT VESSEL SHELL REMOVABLE HATCH COVER ----EXPANSION JOINT -* . ' ' -. ' **** 1, .-i DAVIS-BESSE NUCLEAR POIER STATION CONTAINMENT STRUCTURE EQUIPMENT HATCH DETAIL FIGURE 3.8-4 REVISION 0 JULY 1982

. ( f*:.<:'. ..:. FOR EXTERIOR DOOR --FOR INTERIOR DOOR-ELEVATION I I " 15-3 2 HANDWHEEL TO HANDWHEEL EXPANSION JOINT AIR ACCESS EXTERIOR DOOR PERSONNEL LOCK ci d r<) _, (J) SHIELD BUILDING WALL ' . *. >*. . * # *** # * .. . * # . . ... " . *. , FLOOR .. : -.. . . ** #. *.-* ..* SECTION FOR EXTERIOR DOOR I INTERIOR DOOR I INTERIOR DOOR q 0 0 --1-+----0 INSIDE CONTM. VESSEL DAVIS-BESSE NUCLEAR POIER STATION CONTAINMENT STRUCTURE PERSONNEL LOCK DETAIL FIGURE 3.8-5 REVISION 0 JULY 1982 T" \ i d d t EMERGENCY LOCK =N..._ ...........

_ 'CC _, ,..._ SHI ELD BUILDING WALL -. *. "' 'y* . .. ... "' . . .. .. . p ' . .. .j : . ' . . " SECTION EXPANSION JOINT d d rt) -.w------+---t{) INSIDE CONTAINMENT VESSEL SHELL

  • DAVIS-BESSE NUCLEAR POIER STATION CONTAINMENT STRUCTURE EMERGENCY LOCK DETAIL FIGURE 3.8-6 REVISION 0 JULY 1982 r I
  • 4-0 SHIELD WAL -;}£-_:-:.,--..-

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.. Q INSPECT ION co<S 1-PORTHOLES (TY P) I I o oa:: w :) uU) _J zw LL.. <(a:::

\\ I I SHIELD BLDG. TWO PLY BELLOWS EXP. JOINT {TYP.) --CONTM. VESSEL MAIN STEAM LINE CONTAINMENT PENETRATION PENETRATION

  • 39 & 40 DAVIS-BESSE NUCLEAR POIER STATION MAIN STEAM LINE CONTAINMENT VESSEL PENETRATION DETAILS FIGURE 3.8-7 REVISION 0 JULY 1982 _____________________________

__,

CONTAINMENT . . ' t ** . . . . . . 2* . .. -b .. "'?T* ,a * * -* 3" .. ..

L . I 4' -f:: I 5' -2 1G (T RA I N 2) z'-6* k-BELLOWS TEST CONNECTIONS (TYP)

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< GUARD --FEEDWATER--

' SLEEVE PIPE PIPE INSUL.

,....,--------

=-------

...... ---. . . .. . . .. * . . .. PENETRATION ROOM

-+------t--

I I INTERNAL SHIELD WALL CONTAINMENT VESSEL SHIELD l_ FLU ED HEAD, ANCHOR & RESTRAINT BUILDING I . * "' .. TWO PLY BELLOWS EXPANSION JOINT lTYP.) PEN. 38, TRAIN* 1 PEN. 37, TRAIN *2 DAVIS-BESSE NUCLEAR POIER STATION MAIN FEEDWATER LINE CONTAINMENT VESSEL PENETRATION DETAILS FIGURE 3.8-8 REVISION 0 JULY 1982 f ,: l ( CONTAINMENT VESSEL ---TWO PLY BELLOWS EXP. JT. 4z'ao. S.S. PIPE SLEEVE DRAIN TO CONTAINMENT . *..;. .. . ,, .. ... . .. *: . . . .. ;. ,. t * * . .IJ .. -* . .. . .. : . . . . . : . ,,. . . . .. " .. * -. . . . ' .. .. . . . " ... "' . . .. 2'-ft SHIB..0 i BLDG. I 1' SEALANT ' 44*.1* TRANSFER TUBES SLEEVE COVERING .. . .... .. . .. *.. . * . ., : . *:* .* * ...

  • ..... . '* . ' . . . "* . .. . ... . -. . .. . . . .. FUEL TRANSFER TUBES-CONTAINMENT PENETRATIONS PEN. 23 & 24 S.S.SPENT FUEL POOL LINER PLATE* DAVIS-BESSE NUCLEAR POWER STATION FUEL TRANSFER TUBES CtlNTAINMENT VESSEL PENETRATION DETAILS FIGURE 3.8-9 REVISION 0 JULY 1982 PENETRATION ROOM . . :. .. : . ...... ., . . *<=: .. ' . . -. ( ... ...,_T--SHIELD BLDG
  • PlPE INSiDE CONTM. VESSEL _. DA VIS-BESSE NUCLEAR POWER ST A TION CONTAINMENT VESSEL -FLUED HEAD PENETRATION DETAILS FIGURE 3.8-10 REVISION 0 JULY 1982 EXPANSION JOINT GUARD. PIPE PROCESS PIPE STRESS INTENSITY IN THIS AREA MUST BE BELOW ALLOWABLE PROCESS 7 PIPE

-?

<\ { HALF SECTION -TYPICAL DAVIS-BESSE NUCLEAR POWER STATION . MAIN STEAM AND FEEDWATER FLUED HEADS FIGURE 3.8-lOA REVISION 0 JULY 1982 PIPE OUTSIDE _ ___.,. ....._-INSIDE BAND CLAMP tJ

  • D
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  • INSULATION

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Q

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....--INSIDE SEALING COMPOUND * . b

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  • p'.:1f:o . 0 .* 0 .n , o . " * . 0 ' . 0 o* 'p' t I
  • 4 \ 0 ' . . ' . COLD PIPE PENETRATION DAVIS-BESSE NUCLEAR POWER STATION PIPING PENETRATIONS THROUGH NEGATIVE PRESSURE AREA BOUNDARY FIGURE 3.8-11 REVISION 0 JULY 1982

( PRESSURE GAGE BETWEEN O*RING PRESSURE LEAK TEST PLUG PRESSURE GAGE L.V. BUSHING MODULE TYP NITROGEN 500 KCMIL BUSHING 6 REO'O NITROGEN TRIAX MODULE BETWEEN 0-RING PRESSURE-----

I '\\ LEAK TEST PLUG INSTRUMENTATION, CONTROL ANO PORT l. V. POWER MODULE. PLUG DOUBLE 0-RING SEAi.. TYPICAL CONT Al NM ENT VESSEL REACTOR c::::::..-::J

---t--c:::::.:::J NOZZLE CONTAINMENT VESSEL REACTOR DAVIS-BESSE NUCLEAR POWER STATION CONTAINMENT VESSEL ELECTRICAL PENETRATION DETAILS FOR MEDIUM & LOW VOLTAGE FIGURE 3.8-12 REVIS 12 J:JLY 1990

--DAVIS*BESSE NUCLEAR POWER STATION FOUNDATION WALL F I GU RE j . 8-13 REVISION 0 JULY 1982

' . . "; ,* DAVIS-BESSE NUCLEAR POWER STATION WESTERGAARD PARABOLA ON PRESSURE F I GU RE 3

  • 8-14 REVISION 0 JULY 1982

Vc5SEL WALL PLAN .* -, = .. "'!" .% . A ,-. , .;;t..-../

-4 ._ .v I\_, r---. I I TOP OF eAtL .---E:L. 725'-'7' +/-)ii,' I' It rn ry .. i = = = ___ ..,_ =-------4 A VIEW B-B coi-JTAI ,l>..J ME.>-.! T VES:::OEL.

WALL DAVIS-BESSE NUCLEAR POWER STATION POLAR CRANE GIRDER DETAIL F I GU RE 3

  • 8-1 5 REVISION : JULY 1982

--j j ; I l *--:-J j I I . L ___ _ I d iEL. 511-0 ___ _ I * £L. 5t:Jl-I T.0.CONC.

SECTION@ /fE.ACTOlf NOZZLE SECTION SECTION *:.; . ' : . . . -. . . . . DAV IS-BESSE NUCLEAR POWER STATl ON REACTOR VESSEL BEAM SUPPORT FIGURE 3.8-16 REVISION 0 JULY 1982

' *r-*----------_;-;1t*----------------

' ..-* 9: *, ..-* I"/'. I I ... ----r,o . 22°-30' DETAIL POINT TANGENCY CHAMFER (TYP. l DETAIL SHOULDERS fLUTE DAVIS-BESSE NUCLEAR POWER STATION SHIELD BUILDING ARCHITECTURAL FLUTE SHOULDER AREA DETAILS <BASED ON DRAWING C-1101 FIGURE 3.8-17 REVISION 30 OCTOBER 2014 DB 02-08-14 OFN: G/USAR/UFIG3817.0GN

CCl..D OTSG 2 UPPER SUPPORT WALL -----'10 SN..JBBERS VERE PERMAl\ENTLY DISCO*CTED.

N.O..£AR PO\£R STATIO\I OTSG ANJ Wtt..L DYNAMIC MIEL Fla.RE 3.9-1 --*

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--* *:::.** * . REVISI°" 16 JULY 1992 lft . --.. .,. .. -... *

  • c: -... . Ill * ... .. * ... -: c: ... * .... * -37.52 27.08 18.81 5.15 -4.31 *14. 78 ..__ __ ....._ __ _.... ___ ,,___ __

__ _.. 0 .025 .050 .075 .100 .125 Time, Sec DAVIS*BESSE NUCLEAR POWER STATION LOCA LOADS ON UPPER SUPPORT OF STEAi GENERATOR FIGURE 3.9-2 .150 .175 REVISION 0 JULY 1982 .200

2. 2 2. 1 2. 0 -1. 9 . -* 1. I wt 1. 7 wt = ... -1. 6 1. 5 (, 5 I 0 20 30 40 50 Ti** After Rupture, Ii llisecnnds DAVIS*BESSE NUCLEAR POWER STATION STEAM GENERATOR THRUST -36 PIPE DOUBLE*ENDED RUPTURE 14.14 fT2 LEAK AREA FIGURE 3.9-3 60 70 *, . p----------**:'!"'*

.... -REVISION 0 JULY 1982 80 OTSG 104 116 REACTOR VESSEL HOT LEG 136 122 56 45 UPPER COLD LEG -105 61 79 LOWER COLD LEG DAVIS-BESSE NUCLEAR POWER STATION NOOE POINT LOCATIONS FIGURE 3. 9-4 REVISION 0 JULY 1982

\ l l 1

  • G56 G61 LOWER COLD LEG DAVIS-BESSE NUCLEAR POWER STATl<Ji LOCA PIPE BREAK LOCATIONS FIGURE 3.9-5 REVISION 0 JULY 1982 UPPER COLO LEG
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