ML18207A549
| 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:
|
| 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