ML18207A549

Revision OL-23 to Final Safety Analysis Report, Chapter 2.0, Figures 2.3-1 Through 2.5-7

ML18207A549
Person / Time
Site:	Callaway
Issue date:	06/19/2018
From:	Ameren Missouri, Union Electric Co
To:	Office of Nuclear Reactor Regulation
Shared Package
ML18207A460	List: ML18207A548 ML18207A549 ML18207A550 ML18207A551 ML18207A555 ML18207A557 ML18207A558 ML18207A559 ML18207A560 ML18207A561 ML18207A562 ML18207A563 ML18207A565 ML18207A566 ML18207A568 ML18207A570 ML18207A571 ML18207A572 ML18207A573 ML18207A580 ML18207A581 ML18207A582 ML18207A583 ML18207A584 ML18207A586 ML18207A587 ML18207A588 ML18207A589 ML18207A590 ML18207A591 ML18207A592 ML18208A153 ML18208A154 ML18208A155 ML18208A161 ML18208A162 ML18208A163 ML18208A164 ML18208A165 ML18208A166 ML18208A167 ML18208A168 ML18208A169 ML18208A170 ML18208A171 ML18208A172 ML18208A173 ML18208A175 ULNRC-06442, Revision 14 to Technical Specification Bases, Table of Contents
References
ULNRC-06442
Download: ML18207A549 (10)

Text

BUILDING KEY CD AUXILIARY/HOT SHOPS @REACTOR @ CONTROL/COMM.

COR. 0 TURBINE DIESEL @FUEL m (/) -I m r l m < I )> -I ,------

6 z 26.4 1---r'-::...:JL..J_

-\ t I -J GROUND FLOOR ELEV. N01l.VA3l3 HUlON 0 I l I '-----L--LL--l-

-t_-.J I L88.4 ROOF ELEV. (TYP.) 4L9 I 32.8 DIMS. IN METERS DWG. SCALE 1:2000 96.5 VENT STACKS ----it--------f CALLAWAY PLANT FIGURE 2.3-1 Rev. OL-0 6/86 z 0 f= <( > w _.J w 1-(/) <( w CONTIGUOUS BUILDING ONE-UNIT PLANT

'-' ::.::: ....,-c C) u '+-'+-Cll 0 u c 0 *;:: +-' c Cll '-' _c 0 u 11 10 9 8 7 6 5 4 3 2 J I

__

000 045 090 135 180 225 270 315 360 Wind direction from plant north (deg) CALLAWAY PLANT FIGURE 2.3-2 Rev. OL-0 6/86 VARIATION OF INTAKE Kc WITH WIND DIRECTION ROOF GEOMETRY r 1 J.. L _J FLAT EXPOSED ROOFJ UPPER LEVEL OF MULTI-LEVEL ROOFSJ AND DOMES. u n (' 1 L -1 LOWER LEVEL OF MULTI-LEVEL ROOFS WHEN UPPER ROOF IS PART OF THE SAME BUILDING OR AN ADJACENT BUILDING NOT MORE THAN 15FT. AWAY. DISTRIBUTION COEFFICIENTS u[ 1-L W= _I w=2h L C 5=0.8 FOR ALL EXPOSED UNSHELTERED ROOFS. IN ADDITION FOR SPHERICAL DOMES: La

REFERENCE:

AMERICAN NATIONAL STANDARD A58.1-1972J SECTION 7.1J FIGURES 5AND 6. C 5WHEN (0.8 USE WHEN 15-g )3.0 USE C 5=3.0 W=2h WHEN h<5FT. USE W=10FT. WHEN h )15FT. USE w=30FT. WHERE h = DIFFERENCE IN ROOF HT.IN FT g =GROUND SNOW LOAD IN PSF w= WIDTH OF DRIFT IN FT. a =DISTANCE BETWEEN BUILD! NGS (15FT. CALLAWAY PLANT FIGURE 2.4-1 SNOW LOAD DISTRIBUTIONS AND COEFFICIENTS Rev. OL-0 6/86 (I) Q z 0 1.) ... (I) Q Q a: ... 0.. N Q 0 <D q "' 0 "' ci .r: 0 10 ci (I) 0 g "' "' 'Q" 10 <D (I) Q 0 "' 0 'Q" 0 10 0 <D 0 (I) 0 Qo <D 0 10 0 0 0 'Q" "' "' "'

&q ,.., -ooo o o o o ON003S/S3HONI Nl A.li0013A CALLAWAY PLANT FIGURE 2.5-1 "' 0 Q z 0 u ... (I) ..... (I) ... ...J 1.) >-1.) >-u z ... ::;) 0 ... a: ... SSE HORIZONTAL DESIGN SPECTRA Rev. OL-0 6/86

"' 0 "' 0 .. 0 "' 0 z 0 u ., w "' 0 :!': 0 ':! a: w a. ONO:l3S/S3H:lNI Nl A.ll:l013A CALLAWAY PLANT FIGURE 2.5*2 0 z 0 u w "' -.. "' w ..J u ,_ u :!': ,_ u z w ::> 0 w a: .... Rev. OL-0 6/86 SSE VERTICAL DESIGN SPECTRA 0 z 0 0 "' (/) .... (/) "' om :z: 0 mz en< -m n G)r >-zo l> t: 0 (1)-o r 0 "'ttm ...J r "' mo > O"T "T1 l> -fen G') ::JJ-c )>-f ::0 l> m m -< 'TIC/) N Ocn U1 , ::Dm w r 0 0 l> O::JJ 2 )>--1 S::N -oo _z Z-f G))> ....._CD r co< en. 0 r-I 0 50 40 30 7 6 5 4 3 2 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 30 10 8 PERIOD IN SECONDS 4 3 ,2 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.1 .08 0.04 0.03 0.02 4 FREQUENCY IN CYCLES/SECOND I() ci II) 0 z 0 0 0) ... C/1 ci g 0 2 a: ... II. N 0 z 0 0 ... II) ..... C/1 ... ..J 0 ,.. 0 ,.. 0 z ... :;) 0 ... a: ... QN003S/S3H:lNI Nl A.l.I0013A Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 2.5-4 ENVELOPE OF SITE SSE VERTICAL DESIGN SPECTRA FOR 2% DAMPING

"' 0 z 0 u "' "' 0 2 0:: w 0. 0 .... 0 N N ONO::l3S/S3H:>NI Nl A.l.i:>0131\

CALLAWAY PLANT FIGURE 2.5-5 N 0 .... "' "' Rev. OL-0 6/86 OBE HORIZONTAL DESIGN SPECTRA ',, 0 z 0 u w "' .... "' w ...J u >-u >-u z "' :> 0 w 0:: LL 0 lXI m 0 < l> m " r -1 r 0 ., l> )> i5 r-c l> 0 :XI m -< m N (I) c.n , C> r z l> (I) 2 "'g m (") -1 " C>>:XJ )> ......_CD 81:< 0 r 6 SITE TYRONE ENERGY PARK ( 5) WOLF CREEK CALLAWAY STERLING DESIGN UNIT WEIGHTS (PCF) WATER TABLE SATUR BUOY-!ELEVATION ATED ANT BELOW GRADE I H1 = 7..50 125 133 70 BELOW WALL H2= 0 AT GRADE -130 68 H 1 : 0 AT GRADE H 1 = 0 -150 88 AT GRADE H1 = 0 -127 65 PLANT GRADE GROUNDWATER TABLE I 1-a.. W N OI + ...J ...J .... <(I 3::: II ...JI <( t-o I-BOTTOM OF FOUNDATION WALL LATERAL EARTH PRESSURE EQUATIONS STATIC PRESSURES Po Ps1 Ps2 Pw 0.75Q 94H 1 62 H2 0.75Q 94 H1 --(4 J 0.65Q -106H2 -(4) .33Q -92H2 -(4) 0.70Q -ho8H 2 -P.l Q .18Q .18Q .12Q DYNAMIC ENVELOPING OBE = 0.12G Rl s 1476*395Ha.*

14.7H1.. (7.5*H 1) I 1-a.. w 0 ...J -' <( 3::: -' <( o I-II I 26H 1 15H (4) 2. 18H2(4) 11H 1 (4) PRESSURES ENVELOPING SSE = 0.20 G p I Q Rl s z. .82Q 2882 .. 771Hz.* 28.7H'Z.. ( 7.5 *Ht.) ,82Q 51H 1 .30Q 27H (4) l .30Q 30H2(4) .20Q 19H 2 (4) STATIC PRESSURES DYNAMIC PRESSURES NOTES: 1. THE EQUATIONS SHOWN IN THE TABLE ARE USED TO COMPUTE THE LATERAL EARTH PRESSURES AT THE TOP AND BOTTOM OF THE CATEGORY I FOUNDATION WALLS OF THE STANDARD PLANT AT EACH SITE. THE DYNAMIC EFFECT OF THE EARTH PRESSURES AT EACH SITE IS BASED ON THE ENVELOP lNG SSE AND 0 BE. 2. THE MAXIMUM EARTH PRESSURES COMPUTED AT THE TOP AND BOTTOM OF THE WALLS ARE TAKEN AS THE ENVELOPING PRESSURES AND ARE USED IN DESIGN OF THE CATEGORY I STRUCTURES.

3. THE FOLLOWING DEFINITIONS APPLY: Po = STATIC PRESSURE*

DUE TO SURCHARGE LOADING Ps 1 = STATIC PRESSURE DUE TO SOIL ABOVE WATER TABLE Ps 2= STATIC PRESSURE DUE TO SOIL BELOW WATER TABLE PW = HYDROSTATIC PRESSURE DUE TO GROUNDWATER Ps 1 : DYNAMIC PRESSURE DUE TO SOIL PQ : DYNAMIC PRESSURE DUE TO SURCHARGE LOADING H1 : DEPTH TO GROUNDWATER TABLE H2 = DEPTH FROM GROUNDWATER TABLE TO BOTTOM OF FOUNDATION WALL H : TOTAL DEPTH OF WALL = H1

• H 2 4. INCLUDES EFFECT OF HYDROSTATIC PRESSURE.

5. THE LATERAL EARTH PRESSURES AT THE TYRONE ENERGY PARK SITE ARE ANALYZED FOR THE CONDITIONS OF GROUNDWATER AT 7. 50 1 BELOW GRADE AND GROUNDWATER BELOW THE FOUNDATION WALL. 6. ALL PRESSURES IN POUNDS PER SQUARE FOOT (PSF). CALLAWAY PLANT FIGURE 2.5-7 LATERAL EARTH PRESSURE SCHEMATIC Rev. OL-0 6/86