ML16207A641

8 to Updated Final Safety Analysis Report, Section Q372.7, Figure Q372.7-1 to Q211.80-1

ML16207A641
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Issue date:	04/28/2016
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Text

--* Wind Direction (%)

w-.....-.,.~ Wind Speed (mph)

SOUTH TEXAS PROJECT UNITS 1 & 2 ANNUAL WIND ROSE FOR VICTORIA, TEXAS, FOR THE PERJOD FEBRUARY 14, 1953, TO JA~~UARY 31,1956 Figure Q372.7-1 Revision 0

--* Wind Direction{%)

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STPEGS UFSAR SOUTH TEXAS PROJECT UNITS 1 & 2 ANNUAl. WIND ROSE FOR VJCTORIA, TEXAS, FOR THE PERIOD JULY 21, 1973, TO SEPTEMBER 30, 1977 Figure Q372.7*2 Revision 0

Wind Direction (%)

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SOUTH TEXAS PROJECT UNITS 1 & 2 ANNUAL WIND ROSE FOR VICTORIA, TEXAS. FOR THE PERIOD JANUARY 1., 1968, TO DECEMBER 31,1977 Figure Q372. 7*3 RevisionO

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July 21, 1973, to July 20, 1976; October 1, 1976, to September 30, 1977 I

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• 80 120 160 200 240 From Go.ta in Ref. 1 Effective Shear Strain ( lo-2 %J SOUTH TEXAS PROJE;CT UNITS 1 & 2 VARIATION OF EFFECTJVE SHEAR STRAIN

\\IVITH DEPTH HORIZONTAL OBE AVERAGE SOIL PROPERTIES Figure Q220.11N*8 Revision o

• ~

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160 200 240 280~

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3 4

--~--------~-------~

SOUTH TEXAS PROJECT UNITS 1 & 2*

VARIATiON OF EFFECTIVE SHEAR STRAIN W1TH DEPTH HORIZONTAL OBE UPPER-BOUND SOIL PROPERTIES Figure Q220. 11 N-9 Revision 0

STPEGS UFSAR Strain.Compat1ble Shear Wave Velocity (fps) 0 500 11100 1500 0+----------r---------

2000

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---

Free-field Soil Column

• • • • ** * ** ***

• Belov. Reactor ContainiToent b.Jilding a~auw AuxiliC'ry Building VARIATION OF STRAIN-COMPATIBLE SHEAR WAVE VEl.OCJTY WJTH DEPTH HORIZONTAl OBE AVERAGE SOIL PROPERTIES Figure Q220.11 N-11 Revision 0

STPEGS U FSAR Strain-Compatible Shear Wava Velocity (fps) 40 80 120

.r.

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0 160 200 240 From Data in Raf. 1 EXPLANATION

---

Free-field Soil Column

• * * * * * * * *

• Below Reactor Containment Building Below Auxiliary Building

~

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SOUTH TEXAS PROJECT UNITS 1. & 2 VARIATION OF STRAJN*COMPATJSLE SHEAR WAVE VELOCJTY WITH DEPTH HORIZONTAL OBE UPPER*BOUNO SOIL PROPERTIES Figure Q220.11 N-12 Re'lision o

STPEGS UFSAR Strain-Compatible Shear Wave Velocity (fps) 500 1 000 1500 2000 40 80 120

=.

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160 200 240 EXPLANATION

---

Free-field Soil Column

• Base of Reactor Building Foundation From Oat* In Ref. 1 SOUTH TEXAS PROJECT UNJTS 1 & 2

• *;, * * * ** * ** Below Reactor Containment Building VARIATION OF STRAIN-COMPATIBLE SHE.t..R WAVE VELOCITY WJTH DEPTH HORIZONTAL OSE LOWER*BOUND SOIL PROPERTIES Below Auxiliary Building Figure Q220.11 N-13 Revision 0

Notes:

STPEGS UFSAR Laver 1.0.

SSI Design Soil Column Shear Wave Velocity (fps)

El. +28 A

B c

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F H

0 250 500 750 1000 1250 1500 1750 2000 2250 Depth Below

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COMPARISON OF MEASURED SHEAR WAVE VELOOTIES WITH STRAJN-COMPA TJBLE SHEAR WAVE VELOCITIES Figure Q220.11N-14 Revision 0

0 STPEGS UFSAR 0.04 Damping Ratio 0.08 0.12 0.16 0._----------~------~~--------~---------,

40 Base of Reactor Building Foundation 80 120

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0 160 200 240 FroM Data in Ref. 1 EXPL"'NATION

---

Free*field Soil Column

• ** * * ** * * *

• Below Reactor Containment Building Below Auxiliary Building SOUTH TEXAS PROJECT UNITS 1 & 2 VARIATION OF DAMPING RATJOW1TH DEPTH HORIZONTAL OBE AVERAGE SOil.

PROPERTIES Figure Q220.11N*15 Revision 0

STPEGS UFSAR Base of Auxiliary Building Foundation Wlf4

~

I 40 I

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Damping Ratio Base of Reactor Building Foundation 80 120

.c Q..,

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• * * * * ** *

• Below Reactor Containment Building

---

Below Auxiliary Building SOUTH TEXAS PROJECT UNITS 1 & 2 VARIATION OF DAMPING RATIO WITH DEPTH HORIZONTAL OSE UPPER*SOUND SOIL PROPERTIES Figure Q220.11 N-16 Revision 0

40 80 120

~

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160 200 240 r:XPLANA Tl JN STPEGS UFSAR Damping Ratio

~Base of Auxiliary 1 Building Foundation I,

Base of Reactor Building Foundation From Data in Ref. 1

---

Free-field Soil Column SOUTH TEXAS PROJECT UNJTS 1 & 2

• * ** * * * * ** Below Reactor Containment Building

~ -

Below Auxiliary Building VARIATION OF DAMPING RATIO WITH DEPTH HORJZONTAL OBE LOYIER-BOUNO SOIL PROPERTIES Figure Q220.11 N-17 Revision 0

STPEGS UFSAR Compression Wave Velocity (fps) 0 1000 2000 3000 4000 5000 6000 7000 0

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STPEGS UFSAR

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51!:CTION1fl*B1ta-4l SOUTH TEXAS PROJECT UNITS 1 & 2 ROTO-LOK CLOSURE ASSEMBLY Figure Q210.53N*1 Revision 0

STPEGS UFSAR SOUTH TEXAS PROJECT UNITS 1 & 2 STEAM GENERA TOR LOWER LATERAl SUPPORT CODE JURISDICTtON BOUNDARY (TYPICAL fOR 4 LOOPS)

Figure Q210.57N*1 Revision 0

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SOUTH TEXAS PROJECT UNITS 1.& 2 REACTOR VESSEL SUPPORT CODE JURISOICTlONAL BOUNDARY Figure Q:Z10.57N*2 Revision 0

STPEGS UFSAR

• Connection to equipment pressure boundary integral attachment and connection from equipment ASME 111-NF support to support base shall be in accordance with rules of ASME Ill Subsection NF.

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• AISC BOLTS

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Figure Q21 0.57N-3 Revision 0

STPEGS UFSAR NF t

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AISC BOLTS Integral support assembly shall be per ASME Section Ill, Su~section NF.

Weld of integral support assembly to baseplate shall be per ASME Section Ill, Subsection N F. Baseplate shall be designed per AISC requirements as a minimum.

SOUTH TEXAS PROJECT UNJTS 1 & 2 ASME 111 BOUNDARY DETAILS:

EQUIPMENT* TANK AND SUPPORT ASSEMBLY Figure Q210.57N-4 Revision 0

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2700 SOUTH TEXAS PROJECT UNITS 1 & 2 IDENTIFICATION AND LOCATION OF SOUTH TEXAS UNIT 2 REACTOR VESSEL BELTLJNE REGION MATERIAL Figure Q121. 7*2 Revision 0

\\.

STPEGS UFSAR 200~--------------------------

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Figure Q251.03N*2 Revision 0

STPEGS UFSAR 200r--------------------------------

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100 200 300

. TEMPERATURE (OF)

WELD SEAMS CODE NO. E3.13 0

100 200 300 TE~PERATURE (OF)

SOUTH TEXAS PROJECT UNITS 1 & 2 UNIT 1 REACTOR VESSEL BELTLINE REGION TOUGHNESS PROPERTIES Figure Q251.03N-3 Revision 0

ii'...

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STPEGS UFSAR 200r-------------------------~

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SOUTH TEXAS PROJECT UN~TS 1 & 2 UNIT 2 REACTOR VESSEL BELTLINE REGION TOUGHl-JESS PROPERTIES LOWER SHELl BASE MATERIAL Figure Q251.03N*5 Revision 0

STPEGS UFSAR 200.--------------------------------

150 iii' t: > 100 0 a:

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100 200 300 TEMPERATURE (Of)

SOUTH TEXAS PROJECT

. UNITS 1 & 2 UNIT 2 REACTOR VESSEL BELTLINE REGION TOUGHNESS PROPERTIES Figure Q251.03N*6 Revision 0

z y

X REACTOR VEssa ELEVATION VIEW STPEGS UFSAR VESSEL WALL CAPSULE ASSEMBLY NEUTRON PAD CORE BAFina PLAN VIEW REACTOR VESSCL NElTTRON PAD v

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UNITS 1 & 2 LOCATION OF THE IRRADIATION TEST CAPSULES IN THE REACTOR VESS~~S Figure Q251.06N-1 Revision 0

STPEGS UFSAR 3000 ----------------------------------~--------~

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3/4T,

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(621 PSIG) 100 HEATUP RATES UP TO too*f/HR 200 CRITICALITY LIMIT BASED ON INSERVICE HYOROSTAT I C TEST.

TEMPERATURE (242*F)

FOR THE SERVICE PERIOD UP TO 32 EFPY 300 400 INDICATED TEMPERATURE (*F)

SOUTH TEXAS PROJECT UNITS 1 & 2 REACTOR COOlANT SYSTEM H EA TUP LIMITATIONS APPLICABLE TO 32EFPY Figure Q251.14N-1 Revision 0

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~ R.G. 1.11 VARIABLE LIST (TABLE 7.5-U I

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~ TPEGS UFSAR CALCULATED CAPABIUTY CURVES AT lOO PER C£NT VOLTAGE t l5.00 KVI SOUTH TEXAS PROJECT UNITS 1 & 2 CALCULATED CAPABIUTY CURVES AT 100 PERCENT VOLT AGE (25.00 kV)

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