ML23062A615

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Revision OL-26 to Final Safety Analysis Report, Chapter 2, Figures
ML23062A615
Person / Time
Site: Callaway Ameren icon.png
Issue date: 12/29/2022
From:
Ameren Missouri, Union Electric Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML23067A139 List: ... further results
References
ULNRC-06782
Download: ML23062A615 (1)
v • d • e


Text

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@REACTOR

@ CONTROL/COMM. COR.

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CALLAWAY PLANT Rev. OL-0 6/86 FIGURE 2.3-2 VARIATION OF INTAKE Kc WITH WIND DIRECTION

ROOF GEOMETRY f

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L

-1 FLAT EXPOSED ROOF, UPPER LEVEL OF MULTI-LEVEL ROOFS, AND DOMES.

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~

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w=2h L

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C5=0.8 FOR ALL EXPOSED UNSHELTERED ROOFS.

IN ADDITION FOR SPHERICAL DOMES:

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REFERENCE:

AMERICAN NATIONAL STANDARD A58.1-1972, SECTION 7.1, FIGURES 5AND 6.

Cs=15-B-WHEN 15~ (0.8 USE Cs-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 BUILDINGS (15 FT.

CALLAWAY PLANT FIGURE 2.4-1 SNOW LOAD DISTRIBUTIONS AND COEFFICIENTS Rev. OL-0 6/86

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CALLAWAY PLANT FIGURE 2.5-5 Rev. OL-0 6/86 OBE HORIZONTAL DESIGN SPECTRA

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SITE TYRONE ENERGY PARK (5)

WOLF CREEK CALLAWAY STERLING DESIGN UNIT WEIGHTS (PCF)

WATER TABLE MOIST SATUR BUOY-

!ELEVATION ATED ANT BELOW GRADE 1 H1: 7.50 125 133 BELOW WALL H2: 0 AT GRADE 130 H1 : 0 -

AT GRADE H1 : 0 -

150 AT GRADE H1: 0 -

127 PLANT GRADE GROUNDWATER TABLE I I-Q.

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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 E:ARTH PRESSURES AT EACH SITE lS BASED ON THE ENVELOPING SSE AND OBE.

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 ::t STRUCTURES.
3. THE FOLLOWING DEFINITIONS APPLY:

PQ = STATIC PRESSURE* DUE TO SURCHARGE LOADING P51 = STATIC PRESSURE DUE TO SOIL ABOVE WATER TABLE P52 : STATIC PRESSURE DUE TO SOIL BELOW WATER TABLE PW: HYDROSTATIC PRESSURE DUE TO GROUNDWATER Ps' = DYNAMIC PRESSURE DUE TO SOIL Pc;; : 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

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