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
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J GROUND FLOOR ELEV.
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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=
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w
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w CONTIGUOUS BUILDING ARRANGEMENT-ONE-UNIT PLANT
c C) u
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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
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L
_J FLAT EXPOSED ROOFJ UPPER LEVEL OF MULTI-LEVEL ROOFSJ AND DOMES.
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-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 1111111111111111111~ u[
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1-L ~
W= ~h _I w=2h L
C5=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.
C5=15-B-WHEN 15~ (0.8 USE C5~0.8 WHEN 15-g )3.0 USE C5=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
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SSE HORIZONTAL DESIGN SPECTRA Rev. OL-0 6/86
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ONO:l3S/S3H:lNI Nl A.ll:l013A CALLAWAY PLANT FIGURE 2.5*2 0 z 0 u w w
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Rev. OL-0 6/86 SSE VERTICAL DESIGN SPECTRA
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PERIOD IN SECONDS 4
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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
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CALLAWAY PLANT FIGURE 2.5-5 N
0 Rev. OL-0 6/86 OBE HORIZONTAL DESIGN SPECTRA 0 z 0 u w w
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SITE TYRONE ENERGY PARK
( 5)
WOLF CREEK CALLAWAY STERLING DESIGN UNIT WEIGHTS (PCF)
WATER TABLE
~OIST SATUR BUOY-
!ELEVATION ATED ANT BELOW GRADE I
H1 = 7..50 125 133 70 BELOW WALL H2= 0 AT GRADE -
130 68 H1 : 0 AT GRADE H1 = 0 150 88 AT GRADE H1 = 0 -
127 65 PLANT GRADE GROUNDWATER TABLE I
1-a..
W N OI
+
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t-o I-BOTTOM OF FOUNDATION WALL LATERAL EARTH PRESSURE EQUATIONS STATIC PRESSURES Po Ps1 Ps2 Pw 0.75Q 94H 1 52.5~ 62 H2 0.75Q 94 H1 -
(4 J 0.65Q -
106H2 -
(4)
.33Q -
92H2 -
(4) 0.70Q -
ho8H 2 -
P.l Q
~2Q
~2Q
.18Q
.18Q
.12Q DYNAMIC ENVELOPING OBE = 0.12G Rl s
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1476*395Ha.* 14.7H1..
(7.5*H1 )
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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 Ps1 = STATIC PRESSURE DUE TO SOIL ABOVE WATER TABLE Ps2= STATIC PRESSURE DUE TO SOIL BELOW WATER TABLE PW = HYDROSTATIC PRESSURE DUE TO GROUNDWATER Ps1 :
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