ML16207A662

8 to Updated Final Safety Analysis Report, Section 3.4, Figure 3.4-1 to Figure 3.4-3

ML16207A662
Person / Time
Site:	South Texas
Issue date:	04/28/2016
From:	South Texas
To:	Office of Nuclear Reactor Regulation
Shared Package
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References
NOC-AE-16003371
Download: ML16207A662 (4)

Text

UFSAR Section 3.4

SOUTH NORMAL MAXIMUM OPERATING EL.49.0' BOTTOM INTAKE CHANNEL EL. 20.5' PLANT INTAKE STRUCTURE I

DECK EL. GG.25 fl EMBANKMENT I -EL. G5.75' aoo' ELECT.

AUX. BLDG.

MECH. AUX. BLDG.~

FUEL HANDLING BLDG.

PLANT GRADE EL..28.0'.

.-----'--\\--~

~REACTORS I

DIESEL GEN.

BLDG.

SOUTH TEXAS PROJECT UNITS 1 & 2 TYPICAL SECTION THROUGH PLANT Figure 3.4-1 Revision 0

I "ENVELOPES" ARE THE LOCI OF POINTS OF REACTOR MAXIUUM WATER SURFACE ELEVATION ATTAINED FUEL HANDLING CONTAINMENT ALONG THE PROFILES SHOWN AT ANY TIME BUILDING <FHB>

<RCB>

PI ANT STRUCTURES FOLLOWING THE EMBANKMENT BREACH, ASSUM-l SOUTH lNG AN INITIAL RESERVOIR WATER SURFACE ELEVATION OF 50.5 CSPF> FOR WATER LEVELS NORTH NOTES USED IN BUOYANCY CALCULATIONS SEE TABLE 3.4-1

<t EMBANKMENT TURBINE GENERATOR r

EMBANKMENT CREST EL. 65.75' BUILDING CTGBl p_._

1/

DIESEL I-I,\\

GEN

~

BLDG llD 1-

<DGB>

I \\

1\\ I rpf0

~

v I

ENVELOPE OF MAXIMUM WS EL.

I I \\

i/

• ALONG WEST SIDE OF STRUCTURES

.!.. ~j1

/1---

/

/

ENVELOPE OF MAX I MUI.l WS EL.

-r \\

/

~ r-= *~- ~---/

¥/

ALONG EAST SIDE OF STRUCTURES 1---

\\

70 65 60 1-I I

\\

• -& ~~: r- *~

I 1-I

-I I

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I

• fPLANT GRADE EL. 28.0' I

I I

\\ I FLOW lilllll...

.SD I

1/

I

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~

35 30 I

25 -

500 DISTANCE IN FEET OPENINGS IN SAFETY RELATED STRUCTURES OPENING DESCRIPTION ELEV. OPENING DESCRIPTION t<<>.

NO.

CD CASK DECONTAMINATION AREA DOOR 50.5' *cv ENTRN'lCE TO MEAB

~0 DGB KNOCKOUT PANELS I £;),11 *0 ENTRANCE TO MEAB

• Q) DOOR TO STORAGE AREA l~. 10*

~~~'fR~~_J~lt~YRY DOCK ClOP OF FLOOD

~cv EQUIPMENT REMOVAL KNOCKOUT PANELS 26.0' OPENING TO HVAC AREA IN FHB FOR UEM

~ <t_ RCB AUXILIARY ACCESS DOOR (6'-2"DIA.l 39.75'

• CNOT SHOWN> DOORS TO ESSENTIM.. COOLING WATER INTAKE STRUCTURE 0

ENTRANCE TO UEM 53.75' @ EXIT FROt.l SOLID WASTE TO TRUCK BAY UEAB

.0 ENTRANCE TO DGB 55.0' TGAS CW OF RCBl ELEV.

41.6' 35.5' 53.!!'

53.25' 34.0' 53.0' 39.33' v

i

~0fl

~0 1\\ I

/

L]_J I

1000 LEGEND:

~ WATERTIGHT KNOCKOUT PANELS, CLOSED EXCEPT DURING COLD SHUTDOWN.

• WATERTIGHT DOOR

• DOORS ON WEST SIDE OF STRUCTURES I

SOUTH TEXAS PROJECT UNITS 1 8c 2 MAXIMUM FLOW PROFILES THROUGH THE PLANT FIGURE 3.4-2 REV ISION 6 L0966.06 1

FILLWATEft H

1

___ ~

_..r._;,...._

_ _!.I! VEL sz --

'\\.

'\\.

--r

/ELEV. A

~----1~---------"~-------------HLiz ____ L[__

1-Ps-1 Ps z LATERAL HYDROSTATIC PRESSURE IN KSF H1 ~HEIGHT OF MAXIMUM WATER LEVEL ATTAINED AT FACE OF STRUCTURE H2 =POINT OF APPLICATION OF RESULTANT FORCE, FT FT z RESULTANT FORCE IN K/FT SOUTH TEXAS PROJECT UNITS 1 & 2 TY~CAL FORCE DIAGRAM Figure 3.4-3 RevisionO