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Rev 0 to Calculation 52182-C-013, RWST Tank USI-A-46 1&2-CS-TK-1
	ML18152A133
Person / Time
Site:	Surry
Issue date:	12/30/1993
From:	; EQE ENGINEERING CONSULTANTS (FORMERLY EQE ENGINEERING
To:	;
Shared Package
ML18152A134	List: ML18152A133; ML18152B598;
References
	REF-GTECI-A-46, REF-GTECI-SC, TASK-A-46, TASK-OR 52182-C-013, 52182-C-013-R00, 52182-C-13, 52182-C-13-R, NUDOCS 9901120227
	Download: ML18152A133 (29)
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CALCULATION COVER SHEET ENGINEERING CONSULTANTS Calculation No: SZJ Ss?,_. --C-, _;o \\.5

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Total Number of Pages (Including Cover Sheet):.....

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Revision Approval Number Date Checker Approver Description of Revision Orig!: ~tor t----~---+----------------+---------------

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ENCLOSURE 5 USI A-46 Evaluation of Underground Fuel Oil Storage Tanks (Reference Response to NRC Question No. 10)
Surry Power Station Units 1 and 2
SURRY POWER STATION, UNITS 1 AND 2 UNDER GROUND FUEL OIL STORAGE TANKS Prepared By: %lfl.,..//cu I.::r. ~Ai"
Date: / I -18 Checked By:
)~
It* ~~* Date: /I~ {. -9i
Purpose:
To provide sufficient technical bases to verify seismic adequacy of the underground fuel oil storage tanks I-EE-TK-2A/2B at Surry Power Station by taking into account the effects of wave passage and the resulting soil pressure.
Sources: NRC's Request for Additional Information (RAI) Item 10, indicated in the letter Docket Nos. 50-280 and 50-281, dated 9/11/98.
Analysis of Tank 1-EE-TK-2A/2B for DBE:
The tank is assumed to be flexible enough so that its movement is essentially the same as the soil during the passing of the seismic wave. (Ref. 3) h3 = 2'-0" h2 = 1'-0" hi= 10'-6" Properties of the tank: ( Ref. 2)
Outside diameter Thickness of wall Inside diameter Moment of Inertia D 0 :=10.5*12 in t :=0.375 in d:=D 0 -2*t Concrete 'B' = 20'-0" Earth 'A' =!8'-0" d = 125.25 in I =2.92*105 in4 Section Modulus I:= 0.0491 *(D O 4 - d4) 0.0982-(D O 4 - d4) z:-
D Z = 4.635*103 in3 0
Modulus of Elasticity E := 30.0 -106 psi Peak ground velocity (c) = 9 in/sec 9.0 C :=12 C = 0.75 fUsec (Ref. 1)
Tankbur.mcd
SURRY POWER STATION, UNITS 1 AND 2 UNDER GROUND FUEL OIL STORAGE TANKS A. Effects of Seismic Wave Motion:
Peak ground acceleration Ground Wave velocity The Maximum curvature a :=0.15 g
(Ref. 1)
C := 950 ft/sec (Ref. 4) a-32.2 p:=--
c2
/ft 5.352*10-6 p:-
12
/in Strain Bending Stress:
Moment on the tank Bending Stress Axial Stress:
Axial Stress Longitudinal Stress:
M :=E*l*p M
rb:=z Width of the dirt under consideration Width of Concrete under consideration Length of Concrete slab Length of tank Height of Tank Height of Dirt Height of Concrete Outside diameter of tank in ft 2.3 ft. of water= 1.0 psi E = 7.895*10-4 M = 3.907*106 fb = 842.94 psi A :=18 ft B :=20 ft B 1 :=44 ft L :=31 ft h 1 := 10.5 ft h 2 :=1 ft h 3 :=2 ft D :=10.5 ft
1. 0 ft of concrete = 150/144 = 1 psi ( Concrete density = 150 lbs/cft) 1.0 ft of earth= 100/144 = 1.0 psi (Earth Density= 100 lbs/cft) 2 in-lbs psi Tankbur.mcd
SURRY POWER STATION, UNITS 1 AND 2 UNDER GROUND FUEL OIL STORAGE TANKS B. Effects of Soil Pressure: (Ref. 6)
Pressure (in psi) at the bottom of tank =
p := (~-BL1 *h 3) + ~ *h 2 + G.~)
P = 11.687 psi use Longitudinal Stress in the tank =
P*D 0 fp :=41 psi P:=12 Total Longitudinal Stress in the Shell =
psi f = 2.554* 104 psi < 0.9*Fy OK (for ASTM A-285-C material Fy = 30000 psi)
The piping connected to the Fuel Oil Storage Tank has much flexibility. The Piping and the manhole will have _no significant impact on the structural integrity of the tank.
References:
1.
Updated Final Safety Analysis Report (UFSAR), Surry Power Station, Section 2.5, Seismology
2.
Specification No., NUS-272A, Shop Fabrication Vessels, 1972 Extension - Surry Power Station.
3.
Fundamentals of Earthquake Engineering by Nathan M. Newmark and Emilio Rosenblueth, c 1971, Prentice-Hall, INC. Englewood Cliffs, N.J.
4.
Stone and Webster Engineering Corporation (SWEC) Calculation Number 14937.53-G-(B)-l, Soil Properties for Dynamic Analysis of New 8 in Diameter Service Water Lines in Units 1 and 2, Turbine Building.
5.
Bechtel Job No. 7884, Calculation No. CAL-001-B-008, Rev. 1,
Subject:
Underground Diesel Oil Tank IT-35 at Duane Arnold, Statement of Problem: Analyze Tank for DBE Seismic Loads.
11/17/72.
6.
SWEC Calculation Sheets (3) for Underground Fuel Oil Storage Tanks, Mk. Nos. EE-TK-2A &
2B prepared by B. Gregory, 11/29/68, and Checked by C. Kang, 4/7/69.
3 Tank bur.med
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TO? ol:' OIL STS TK EE*11<.*2B Tl'.NI<. CPL<.
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i, ENCLOSURE 6 Drawings 11448-FV-33A - 100,000 Gal. Emergency Condensate Make Up Tank Mark No. 1-CN-TK-3 11448-FC-12A - Misc. Foundations Sh. 1 (Reference Response to NRC Question No. 10)
Surry Power Station Units 1 and 2
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ML18152A133

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ML18152A133

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