ML21193A246
| ML21193A246 | |
| Person / Time | |
|---|---|
| Site: | Callaway  |
| Issue date: | 06/22/2021 |
| From: | Ameren Missouri |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML21195A333 | List:
|
| References | |
| ULNRC-06673 | |
| Download: ML21193A246 (10) | |
Text
N01l.VA3l3 HUlON BUILDING KEY 0 I CD AUXILIARY/HOT SHOPS l I
'-----L--LL--l- - t_- .J
@REACTOR I
@ CONTROL/COMM. COR.
0 TURBINE DIESEL
@FUEL L88.4 DIMS. IN METERS DWG. SCALE 1:2000 ROOF ELEV. (TYP.)
4L9
~ z m 96.5 0
(/)
-I f=
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m r l ,------
r--
w m
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)> VENT STACKS
-I r~ 26.4 1-(/)
6 z 1---r'-::...:JL..J_ - \ t ----it- -------f
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w I
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32.8 GROUND FLOOR ELEV.
Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 2.3-1 CONTIGUOUS BUILDING ARRANGEMENT-ONE-UNIT PLANT
11 10 9
8
....,- 7 ~~---+--~~- -----+---+-+-+---~--~~~~---+---+---+---+--~
c C) u
'+-
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Cll 6 0
u c
0
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c Cll
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u 3
2 J I
0{~--~~~~~L_ L_~L_~--~--~~~~~u-~o-~j-~J--<~~-<~~-c~-c~~~
000 045 090 135 180 225 270 315 360 Wind direction from plant north (deg)
Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 2.3-2 VARIATION OF INTAKE Kc WITH WIND DIRECTION
ROOF GEOMETRY r
J.. L _J 1
u I~
n (' ~~~. L -1 1
FLAT EXPOSED ROOFJ LOWER LEVEL OF MULTI-LEVEL ROOFS UPPER LEVEL OF WHEN UPPER ROOF IS PART OF THE MULTI-LEVEL ROOFSJ SAME BUILDING OR AN ADJACENT AND DOMES. BUILDING NOT MORE THAN 15FT. AWAY.
DISTRIBUTION COEFFICIENTS 1111111111111111111~ u[ ~
1- L ~ W= ~h _I w=2h L
C 5=0.8 FOR ALL EXPOSED C 5 =15-B-UNSHELTERED ROOFS. WHEN 15~ (0.8 USE C 5~0.8 WHEN 15-g )3.0 USE C5 =3.0 IN ADDITION FOR SPHERICAL W=2h DOMES: 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 La
REFERENCE:
AMERICAN w= WIDTH OF DRIFT IN FT.
a =DISTANCE BETWEEN BUILD! NGS (15FT.
NATIONAL STANDARD A58.1-1972J SECTION 7.1J FIGURES Rev. OL-0 5AND 6. 6/86 CALLAWAY PLANT FIGURE 2.4-1 SNOW LOAD DISTRIBUTIONS AND COEFFICIENTS
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&q o o o,.., "'0 ON003S/S3HONI Nl A.li0013A CALLAWAY PLANT FIGURE 2.5-1 SSE HORIZONTAL DESIGN SPECTRA Rev. OL-0 6/86
"'0
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u w 0 "'w
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a:
ONO:l3S/S3H:lNI Nl A.ll:l013A Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 2.5*2 SSE VERTICAL DESIGN SPECTRA
PERIOD IN SECONDS 30 10 8 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 50 40 30 7
0 6 z
0 0 5
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0 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
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u
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....0 N 0 ONO::l3S/S3H:>NI Nl A.l.i:>0131\
Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 2.5-5 OBE HORIZONTAL DESIGN SPECTRA
0 lXI m 0
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r
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r-i5 c ~
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6
LATERAL EARTH PRESSURE EQUATIONS NOTES:
- 1. THE EQUATIONS SHOWN IN THE TABLE ARE USED DESIGN UNIT WEIGHTS DYNAMIC PRESSURES TO COMPUTE THE LATERAL EARTH PRESSURES (PCF)
STATIC PRESSURES AT THE TOP AND BOTTOM OF THE CATEGORY I WATER ENVELOPING OBE = 0.12G ENVELOPING SSE = 0.20 G FOUNDATION WALLS OF THE STANDARD PLANT SITE TABLE SATUR BUOY- AT EACH SITE. THE DYNAMIC EFFECT OF
~OIST ATED ANT P.l Rl p I Rl THE EARTH PRESSURES AT EACH SITE IS BASED
!ELEVATION Po Ps1 Ps2 Pw Q s Q s ON THE ENVELOP lNG SSE AND 0 BE.
BELOW ~ z.
GRADE 0.75Q 94H 1 52.5~ 62 H2 ~2Q 1476*395Ha.* 14.7H1.. .82Q 2882 .. 771Hz.* 28.7H'Z.. 2. THE MAXIMUM EARTH PRESSURES COMPUTED TYRONE I H1 = 7..50 (7.5*H 1 ) ( 7.5 *Ht.) AT THE TOP AND BOTTOM OF THE WALLS ARE ENERGY 125 133 70 BELOW TAKEN AS THE ENVELOPING PRESSURES AND PARK
( 5)
WALL 0.75Q 94 H1 - - ~2Q 26H 1 ,82Q 51H 1 ARE USED IN DESIGN OF THE CATEGORY I STRUCTURES.
H2= 0 (4 J WOLF CREEK AT GRADE H1 : 0 - 130 68 0.65Q
- 106H2
- .18Q 15H ( 4 )
- 2. .30Q 27H ( 4 )
l
- 3. THE FOLLOWING Po = STATIC DEFINITIONS APPLY:
PRESSURE* DUE TO (4) SURCHARGE LOADING AT GRADE CALLAWAY H1 = 0 - 150 88 .33Q - 92H2 - .18Q 18H2( 4 ) .30Q 30H2( 4 )
Ps 1
= STATIC PRESSURE DUE TO SOIL ABOVE WATER TABLE (4)
STERLING AT GRADE H1 = 0 - 127 65 0.70Q - ho8H 2 - .12Q 11H (4) 1 .20Q 19H (4) 2 Ps 2
= STATIC PRESSURE DUE BELOW WATER TABLE TO SOIL PW = HYDROSTATIC PRESSURE DUE TO GROUNDWATER Ps 1 : DYNAMIC PRESSURE DUE TO SOIL PLANT GRADE PQ : DYNAMIC PRESSURE DUE TO SURCHARGE LOADING H1 : DEPTH TO GROUNDWATER TABLE H2 = DEPTH FROM GROUNDWATER I TABLE TO BOTTOM OF FOUNDATION WALL GROUNDWATER 1-TABLE a..
w H : TOTAL DEPTH OF WALL 0 = H1
- H 2
...J I
1-
<( 4. INCLUDES EFFECT OF HYDROSTATIC PRESSURE.
a.. 3:::
W N
- 5. THE LATERAL EARTH PRESSURES AT THE TYRONE OI -'
<( ENERGY PARK SITE ARE ANALYZED FOR 1 THE
+ t-
...J CONDITIONS OF GROUNDWATER AT 7. 50 BELOW
...J .... o I- GRADE AND GROUNDWATER BELOW THE FOUNDATION
<(I 3::: II II WALL.
...JI I
<(
t- 6. ALL PRESSURES IN POUNDS PER SQUARE FOOT (PSF).
o I-Rev. OL-0 CALLAWAY PLANT 6/86 BOTTOM OF FOUNDATION WALL FIGURE 2.5-7 LATERAL EARTH PRESSURE SCHEMATIC STATIC PRESSURES DYNAMIC PRESSURES