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2 . DOC. NO. 63-INQ09-036-DC-03 DESIGN SHEET SHEET NO. T0802 CONTAINMENT CAPACITY WITHIN BUNDWALL COMPOUND CHECK TANK FARM FOR T-1414 ~ 1421 A NET CAPACITY WITHIN BUNDWALL i) GROSS CONTAINMENT CAPACITY LENGTH OF NEW BUNDWALL (INSIDE DIMENSION) Lb1 = 21.00 m WIDTH OF NEW & EXT'G BUNDWALL (INSIDE DIMENSION) W1 = 29.50 m INTERNAL HEIGHT OF EXT'G BUNDWALL Hb1= 1.40 m NEW CONTAINMENT CAPACITY Vg1 = Hb1 * W1 * Lb1 = 867.30 m 3 LENGTH OF EXT'G BUNDWALL (INSIDE DIMENSION) Lb2 = 42.00 m WIDTH OF NEW & EXT'G BUNDWALL (INSIDE DIMENSION) W2 = 29.50 m INTERNAL HEIGHT OF NEW BUNDWALL Hb2 = 1.40 m EXT'G CONTAINMENT CAPACITY Vg2 = Hb2 * W2 * Lb2 = 1,735 m 3 GROSS CONTAINMENT CAPACITY Vg =Vg1 + Vg2= 2,602 m 3 ii) TANK DISPLACEMENTS NEW TANK DIAMETER (OUTSIDE) (T-1420 & T-1421) Dt= 13.8 m NEW TANK DISPLACED HEIGHT Ht1 = Hb1 - Hf = 1.10 m CAPACITY DISPLACED BY NEW TANK Vt1 = 164.53 m 3 EXT'G TANK DIAMETER (OUTSIDE) (T-1414 & T-1418) Dt = 5.7 m EXT'G TANK DISPLACED HEIGHT Ht1 = Hb2 - Hf = 1.10 m CAPACITY DISPLACED BY EACH EXT'G TANK Vt2 = 28.07 m 3 /TANK EXT'G TANK DIAMETER (OUTSIDE) (T-1415 & T-1416) Dt = 9.6 m EXT'G TANK DISPLACED HEIGHT Ht1 = Hb2 - Hf = 1.10 m CAPACITY DISPLACED BY EACH EXT'G TANK Vt3 = 79.62 m 3 /TANK EXT'G TANK DIAMETER (OUTSIDE) (T-1419) Dt = 7.555 m EXT'G TANK DISPLACED HEIGHT Ht1 = Hb2 - Hf = 1.10 m CAPACITY DISPLACED BY EACH EXT'G TANK Vt4 = 49.31 m 3 EXT'G TANK DIAMETER (OUTSIDE) (T-1417) Dt = 3.9 m EXT'G TANK DISPLACED HEIGHT Ht1 = Hb2 - Hf = 1.10 m CAPACITY DISPLACED BY EACH EXT'G TANK Vt5 = 13.14 m 3 ASSUME ONE NO. OF LARGEST DIA. TANK FAIL, GROSS CAPACITY DISPLACED BY TANK Vt = Vt2 + Vt3 +Vt4 + Vt5 = 442 m 3

Bund Wall Calculation Capacity Chk (Consider 2 New Tanks)

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  • 2 .

    DOC. NO. 63-INQ09-036-DC-03

    DESIGN SHEETSHEET NO.

    T0802

    CONTAINMENT CAPACITY WITHIN BUNDWALL COMPOUND CHECK

    TANK FARM FOR T-1414 ~ 1421

    A NET CAPACITY WITHIN BUNDWALL

    i) GROSS CONTAINMENT CAPACITY

    LENGTH OF NEW BUNDWALL (INSIDE DIMENSION) Lb1 = 21.00 mWIDTH OF NEW & EXT'G BUNDWALL (INSIDE DIMENSION) W1 = 29.50 mINTERNAL HEIGHT OF EXT'G BUNDWALL Hb1= 1.40 mNEW CONTAINMENT CAPACITY Vg1 = Hb1 * W1 * Lb1 = 867.30 m3

    LENGTH OF EXT'G BUNDWALL (INSIDE DIMENSION) Lb2 = 42.00 mWIDTH OF NEW & EXT'G BUNDWALL (INSIDE DIMENSION) W2 = 29.50 mINTERNAL HEIGHT OF NEW BUNDWALL Hb2 = 1.40 mEXT'G CONTAINMENT CAPACITY Vg2 = Hb2 * W2 * Lb2 = 1,735 m3

    GROSS CONTAINMENT CAPACITY Vg =Vg1 + Vg2= 2,602 m3

    ii) TANK DISPLACEMENTS

    NEW TANK DIAMETER (OUTSIDE) (T-1420 & T-1421) Dt= 13.8 mNEW TANK DISPLACED HEIGHT Ht1 = Hb1 - Hf = 1.10 mCAPACITY DISPLACED BY NEW TANK Vt1 = 164.53 m3

    EXT'G TANK DIAMETER (OUTSIDE) (T-1414 & T-1418) Dt = 5.7 mEXT'G TANK DISPLACED HEIGHT Ht1 = Hb2 - Hf = 1.10 mCAPACITY DISPLACED BY EACH EXT'G TANK Vt2 = 28.07 m3/TANK

    EXT'G TANK DIAMETER (OUTSIDE) (T-1415 & T-1416) Dt = 9.6 mEXT'G TANK DISPLACED HEIGHT Ht1 = Hb2 - Hf = 1.10 mCAPACITY DISPLACED BY EACH EXT'G TANK Vt3 = 79.62 m3/TANK

    EXT'G TANK DIAMETER (OUTSIDE) (T-1419) Dt = 7.555 mEXT'G TANK DISPLACED HEIGHT Ht1 = Hb2 - Hf = 1.10 mCAPACITY DISPLACED BY EACH EXT'G TANK Vt4 = 49.31 m3

    EXT'G TANK DIAMETER (OUTSIDE) (T-1417) Dt = 3.9 mEXT'G TANK DISPLACED HEIGHT Ht1 = Hb2 - Hf = 1.10 mCAPACITY DISPLACED BY EACH EXT'G TANK Vt5 = 13.14 m3

    ASSUME ONE NO. OF LARGEST DIA. TANK FAIL,

    GROSS CAPACITY DISPLACED BY TANK Vt = Vt2 + Vt3 +Vt4 + Vt5 = 442 m3

  • 3 .

    DOC. NO. 63-INQ09-036-DC-03

    DESIGN SHEETSHEET NO.

    T0802

    iii) FOUNDATION DISPLACEMENTS

    ASSUME ALL TANK FOUNDATION HEIGHT Hf = 0.3 mBY ASSUMING ALL TANK FOUNDATION OFFECT 500 MM FROM TANK OUTSIDE DIA.CAPACITY DISPLACED BY NEW TANK (T-1420 & T-1421) Vf1 = 51.61 m3

    CAPACITY DISPLACED BY EXT'G TANK (T-1414 & T-1418) Vf2 = 10.58 m3/TANKCAPACITY DISPLACED BY EXT'G TANK (T-1415 & T-1416) Vf3 = 26.47 m3/TANKCAPACITY DISPLACED BY EXT'G TANK (T-1419) Vf4 = 17.24 m3

    CAPACITY DISPLACED BY EXT'G TANK (T-1417) Vf5 = 5.66 m3

    GROSS CAPACITY DISPLACED BY FOUNDATIONVf = Vf1+ Vf2+ Vf3+Vf4+Vf5= 200 m3

    ASSUME GROSS CAPACITY OF DISPLACED BY PUMP, PIPERACK Vp = 50 m3

    STUMP, PIPING & OTHER ACCESSORIES APPROX.

    iv) TOTAL DISPLACED CAPACITY Vd = Vt+ Vf + Vp = 693 m3

    NET CAPACITY WITHIN BUNDWALL Vn = Vg - Vd = 1,909 m3

    B NET CAPACITY DURING ONE TANK FAILURE

    THE LARGEST TANK CAPACITYD = 13.8 m Vtank = 1,944 m3

    H = 13 m

    FIRE WATER CAPACITY DURING ONE TANK ON FIRE Vfire = 150 m3

    (APPROXIMATE CAPACITY DURING 30 MIN. FIRE)

    NET CAPACITY DURING ONE TANK FAILURE Vmax = Vtank + Vfire = 2,094 m3

    C CONTAINMENT CAPACITY CHECK

    Vn 1,909 ---------- = ---------- = 0.91 < 1, NO GOODVmax 2,094

    SINCE Vn < VmaxNO GOOD1.4 m NEW BUND WALL HEIGHT IS NOT SUFFICIENT