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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..___...__...........---l- - .J

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0 TURBINE DIESEL

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65.8 63.4 GROUND FLOOR ELEV.

Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 2.3-1 CONTIGUOUS BUILDING ARRANGEMENT-ONE-UNIT PLANT

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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 f I I. L -1 FLAT EXPOSED ROOF, LOWER LEVEL OF MULTI-LEVEL ROOFS UPPER LEVEL OF WHEN UPPER ROOF IS PART OF THE MULTI-LEVEL ROOFS, SAME BUILDING OR AN ADJACENT AND DOMES. BUILDING NOT MORE THAN 15FT. AWAY.

DISTRIBUTION COEFFICIENTS 1111111111111111111~

l- L ~ w=2h L

w=2h L

C 5=0.8 FOR ALL EXPOSED Cs=15-B-UNSHELTERED ROOFS. WHEN 15~ (0.8 USE Cs-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.

~]1 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 BUILDINGS (15 FT.

NATIONAL STANDARD A58.1-1972, SECTION 7.1, FIGURES Rev. OL-0 5AND 6. 6/86 CALLAWAY PLANT FIGURE 2.4-1 SNOW LOAD DISTRIBUTIONS AND COEFFICIENTS

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

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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)

WATER STATIC PRESSURES AT THE TOP AND BOTTOM OF THE CATEGORY I ENVELOPING OBE: 0.12 G ENVELOPING SSE: 0.20 G FOUNDATION WALLS OF THE STANDARD PLANT SITE TABLE SATUR BUOY- AT EACH SITE. THE DYNAMIC EFFECT OF MOIST ATED ANT p

!ELEVATION Pa Ps, Ps2 Fw P' Q

R' s 0 I

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

BELOW ~ 2.

GRADE 1 0.750 94H 1 52.5f-i:2 62 H 2 ~20 1476+395Ha,* 14.7H'L .82Q 2882 "771Hz.* 28.7H.z. 2. THE MAXIMUM EARTH PRESSURES COMPUTED TYRONE H1: 7.50 ( 7.5 *H-a.) ( 7.5

  • Hi. ) AT THE TOP AND BOTTOM OF THE WALLS ARE ENERGY 125 133 70 BELOW TAKEN AS THE ENVELOPING PRESSURES AND PARK (5)

WALL H2: 0 0.750 94 H1 - - t!-20 26H 1 .82Q 51H 1 ARE USED IN DESIGN OF THE CATEGORY ::t STRUCTURES.

(4' WOLF CREEK AT GRADE H1 : 0 - 130 68 0.650

- 106H2

- .180 15H <4 )

'2. .30Q 27H C4 )

2

3. THE FOLLOWING PQ =

DEFINITIONS APPLY:

STATIC PRESSURE* DUE TO (4) SURCHARGE LOADING CALLAWAY AT GRADE H1 : 0 - 150 88 .330 - 92H2 - .180 18H2'4 ) .300 30Hi 4 )

P51 = STATIC PRESSURE DUE TO SOIL ABOVE WATER TABLE (4)

STERLING AT GRADE H1: 0 - 127 65 0.70Q - hOBH2 - .120 11H2.C 4 ) .200 19H~ 4 ) P52 : STATIC PRESSURE DUE BELOW WATER TABLE TO SOIL PW: HYDROSTATIC PRESSURE DUE TO GROUNDWATER A = DYNAMIC ra I I:>

sI Ps' PRESSURE DUE TO SOIL PLANT GRADE Pc;; : DYNAMIC PRESSURE DUE TO SURCHARGE LOADING H1 = DEPTH TO GROUNDWATER TABLE J:

... H2 = DEPTH FROM GROUNDWATER I TABLE TO BOTTOM OF FOUNDATION WALL GROUNDWATER I-Q.

TABLE w H = TOTAL DEPTH OF WALL 0  : H1 + H 2

...J I ...J I- <( 4. INCLUDES EFFECT OF HYDROSTATIC PRESSURE.

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<( ENERGY PARK SITE ARE ANALYZED FOR THE l-

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..J I- GRADE AND GROUNDWATER BELOW THE FOUNDATION

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I- 6. ALL PRESSURES IN POUNDS PER SQUARE FOOT (PSF).

0 I-Rev. OL-0 CALLAWAY PLANT 6/86 BOTTOM OF FOUNDATION WALL FIGURE 2.5-7 LATERAL EARTH PRESSURE SCHEMATIC STATIC PRESSURES DYNAMIC PRESSURES

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