ML23062A615

Revision OL-26 to Final Safety Analysis Report, Chapter 2, Figures

ML23062A615
Person / Time
Site:	Callaway
Issue date:	12/29/2022
From:	Ameren Missouri, Union Electric Co
To:	Office of Nuclear Reactor Regulation
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References
ULNRC-06782
Download: ML23062A615 (1)

Text

NO1l.VA373 HHlON

BUILDING KEY 0 I

0 AUXILIARY/HOT SHOPS l I

..___...__........... ---l-- 7- -.J

@REACTOR I

@ CONTROL/COMM. COR.

0 TURBINE DIESEL DIMS. IN METERS

@FUEL L88.4 DWG. SCALE 1 :2000

ROOF ELEV. (TYP.)

4L9 '~

~ z m 96.5 0

(/) 26.7 ;::

-I <(

m @ 22.4 >

r l w m -e-i----.... - INTAK c_-_-:1....J

< I VENT STACK s w

)> 1-

-I 26.4 (/)

6 z -- w <(

-H

112' -

WIN D.-J

I 6 32.8 1~

65.8

63.4

GROUND FLOOR ELEV.

Rev. OL-0 6/86 CALLAWAY PLANT FIGURE 2.3-1

CONTIGUOUS BUILDING ARRANGEMENT ONE-UNIT PLANT 11

10 71\\ 7n 9

\\. _}

8

,.:: u c-7 C) u

'+-

't 6 0 u

C 0

• 5

+-' ~

C Q)

_g 4 0

u

3

2 j I

_/ \\..

0 *...... -- ~..., -., - - - - ~

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 w=2h L L

C 5=0.8 FOR ALL EXPOSED Cs=15-B-UNSHELTERED ROOFS. WHEN 15~ (0.8 USE Cs-0.8 IN ADDITION WHEN 15--g )3.0 USE C5 =3.0 FOR SPHERICAL W=2h DOMES: WHEN h<5FT. USE W=10FT.

WHEN h )15FT. USE w=30FT.

WHERE

~]1 h = DIFFERENCE IN ROOF HT. IN FT g = GROUND SNOW LOAD IN PSF

w= WIDTH OF DRIFT IN FT.

La a = DISTANCE BETWEEN

REFERENCE:

AMERICAN 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 N

0 Q

'° q

0

ci

IO 0 ci z 0

Cl) I,)

LrJ

~ ~..... Cl) 0 (I) u G) UJ LrJ ci...J Cl) I,)

1,)

0 z Q

a: >-

LrJ 1,)

Q. z UJ

"' 0 UJ a:

IO

'°

G)

0 N

"' "' N ci ON003S/S3HONI NI A.1.100131\\

CALLAWAY PLANT

FIGURE 2.5-1

SSE HORIZONTAL DESIGN SPECTRA

Rev. OL-0 6/86 0

ci 0 0

"' ci z

"' 0 u

~ lQ l,J z 0 -..

0 "'

u., "' l,J _,

l,J ci

"' u u

0 a:

ONO:l3S/S3H:lNI NI A.ll:l073A Rev. OL-0 6/86 CALLAWAY PLANT

FIGURE 2.5-2

SSE VERTICAL DESIGN SPECTRA 50 40

30

0 z

0 0

"' <I)

<I)

"' :z: 3 om 0 mz ~

en< ~

-m n >- 2 G)r t:

zo 0 0

en -o r _,

"'tlm r "'

mo >

(") 'Tl "T1

-fen G') ~

D - C

)> -f :c m m -<

'Tl en N Oen U1 "C

x, m w r 0.4 N :::C ciE! 0 0.3 0 ::D 2

)>- -I 3:N

-00

_z Z-f cn::x, G) )>....._ CD r i:c:

0.1 LL.LJ..b::1:s:t.J.JlliJLilllilllLL.Ll.JJ..li.LWLillJillUlWJ..llJ...L..J...LLLL.li.llJJ.il.LWllLLli.llJ.llLLWJllilllliilll..Ll.l..L.L.l...Ll..LLl..LlLill.LWllli..l..LLliLI.lJJl.lJWilWIJJ.W..ll.1...LLLL.Ll..l..LLillillililLLl.ll1.ll11illillJJlllillJlllilJ 0 0.01 0.02 o.o3 ao4.o!5.06.08 0.1 0.2 o.4 o.s o.6 a8 1.0 2 30 40 !50 60 80 100 3 4 !5 6 8 10 20 b FREQUENCY IN CYCLES/SECOND

ON0::>3S/S3H::>NI NI A.l.i::>0131\\

Rev. OL-0 6/86 CALLAWAY PLANT

FIGURE 2.5-5

OBE HORIZONTAL DESIGN SPECTRA 0

IXI m 0 m

,, r

-I r 0.,, )> i5 ~

r-C 0 :xi m N m -<

Cl) c.n,,

G') 0) r z

Cl) 2 "g

m ~

(")

-I

a 0) ::s, )> - CD I~

0 b

LATERAL EARTH PRESSURE EQUATIONS NOTES:

1. THE EQUATIONS SHOWN IN THE TABLE ARE USED DESIGN UNIT WEIGHTS (PCF) DYNAMIC PRESSURES TO COMPUTE THE LATERAL EARTH PRESSURES WATER STATIC PRESSURES AT THE TOP AND BOTTOM OF THE CATEGORY I SITE ENVELOPING OBE: 0.12 G ENVELOPING SSE: 0.20 G FOUNDATION WALLS OF THE STANDARD PLANT TABLE MOIST SATUR BUOY-AT EACH SITE. THE DYNAMIC EFFECT OF

!ELEVATION ATED ANT Pa Ps, Ps2 Fw P' Q R' s p I 0 Ps' THE E:ARTH PRESSURES AT EACH SITE lS BASED ON THE ENVELOPING SSE AND OBE.

BELOW 1476+395Ha,* 14.7H'L ~ 2.

TYRONE GRADE 1 0.750 94H 1 52.5f-i:2 62 H 2 ~20.82Q 2882 "771Hz.* 28.7H.z. 2. THE MAXIMUM EARTH PRESSURES COMPUTED ENERGY H1: 7.50 125 133 70 ( 7.5 *H-a.) ( 7.5

• Hi. ) AT THE TOP AND BOTTOM OF THE WALLS ARE BELOW TAKEN AS THE ENVELOPING PRESSURES AND PARK WALL 0.750 94 H1 - -t!-20 26H 1.82Q 51H 1 ARE USED IN DESIGN OF THE CATEGORY ::t (5) H2: 0 STRUCTURES.

AT GRADE 130 (4' 15H <4 )

WOLF CREEK H 1 : 0 -68 0.650 - 106H2 -.180 '2..30Q 27H C4 ) 2 3. THE FOLLOWING DEFINITIONS APPLY:

(4) PQ = STATIC PRESSURE* DUE TO AT GRADE.330 - 92H2 - 18H2' 4 ) 4 ) SURCHARGE LOADING CALLAWAY H1 : 0 - 150 88.180.300 30HiP51 = STATIC PRESSURE DUE TO SOIL

(4) ABOVE WATER TABLE STERLING AT GRADE 65 0.70Q - hOBH2 -.120 11H2.C4 ).200 19H~ 4 ) P52 : STATIC PRESSURE DUE TO SOIL H1: 0 - 127 BELOW WATER TABLE

PW: HYDROSTATIC PRESSURE DUE TO GROUNDWATER

I:> I A I Ps' = DYNAMIC PRESSURE DUE TO ra s SOIL

PLANT GRADE Pc;; : DYNAMIC PRESSURE DUE TO SURCHARGE LOADING H1 = DEPTH TO GROUNDWATER TABLE

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

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

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

I-Q. ~

w N.J 5. THE LATERAL EARTH PRESSURES AT THE TYRONE a:::c <( ENERGY PARK SITE ARE ANALYZED FOR THE

l-

..J N o CONDITIONS OF GROUNDWATER AT 7. 50 1 BELOW

..J.... <(I I I-GRADE AND GROUNDWATER BELOW THE FOUNDATION

~ II II WALL,

..JI J:

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

I-0 I-CALLAWAY PLANT Rev. OL-0 6/86 BOTTOM OF FOUNDATION WALL FIGURE 2.5-7

LATERAL EARTH PRESSURE STATIC PRESSURES DYNAMIC PRESSURES SCHEMATIC