ML18152A133
| ML18152A133 | |
| Person / Time | |
|---|---|
| Site: | Surry  |
| Issue date: | 12/30/1993 |
| From: | EQE ENGINEERING CONSULTANTS (FORMERLY EQE ENGINEERING |
| To: | |
| Shared Package | |
| ML18152A134 | List: |
| 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 Project, \ff:;PC,0 - ' z , . , , . , . - . - ~ ~
Calculation
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Total Number of Pages (Including Cover Sheet): 1.....
Revision Approval Number Date Description of Revision Orig!: ~tor Checker Approver t----~---+----------------+---------------
12312-01/Covershl (7/91)
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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:
Checked By:
%lfl.,..//cu I .::r.
)~
- It* ~~*
~Ai"
- Date: /
Date:
I -18
/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)
Concrete 'B' = 20'-0" Earth 'A' =!8'-0" h3 = 2'-0" h2 = 1'-0" hi= 10'-6" Properties of the tank: ( Ref. 2)
Outside diameter D 0 :=10.5*12 in Thickness of wall t :=0.375 in Inside diameter d:=D 0 -2*t d = 125.25 in 4 4 5 in4 Moment of Inertia I:= 0.0491 *(D O - d ) I =2.92*10 4 4 0.0982-(D O - d )
Section Modulus z:- D Z = 4.635*10 3 in3 0
Modulus of Elasticity E := 30.0 -10 6 psi 9.0 Peak ground velocity (c) = 9 in/sec 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 a :=0.15 g (Ref. 1)
Ground Wave velocity C := 950 ft/sec (Ref. 4) a-32.2 The Maximum curvature p:=--
c2 /ft 5.352*10- 6 p:- 12 /in Strain E = 7.895*10-4 Bending Stress:
Moment on the tank M :=E*l*p M = 3.907*106 in-lbs M
Bending Stress rb:=z fb = 842.94 psi Axial Stress:
Axial Stress psi Longitudinal Stress:
Width of the dirt under consideration A :=18 ft Width of Concrete under consideration B :=20 ft Length of Concrete slab B 1 :=44 ft Length of tank L :=31 ft Height of Tank h 1 := 10.5 ft Height of Dirt h 2 :=1 ft Height of Concrete h 3 :=2 ft Outside diameter of tank in ft D :=10.5 ft 2.3 ft. of water= 1.0 psi
- 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 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 P:=12 psi Longitudinal Stress in the tank =
P*D 0 fp := psi 41 Total Longitudinal Stress in the Shell =
- 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
- .,,O!)
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.O' 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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