103.C.0_Dyke Wall Calculation for FO System

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  • 8/11/2019 103.C.0_Dyke Wall Calculation for FO System

    1/2

    Ideal Energy Projects L td 1 x 270 MW Thermal Power Project

    N 22.0 m

    m

    3 9 . 0

    H 1 , H 2

    m

    1 . 8 0

    22.0 m

    Input Data

    no.m3

    mmm (approx.)m (approx.)no.m3

    mm

    m (approx.)m (approx.)

    mm

    m2

    m3

    10

    Diameter of tank pad for FO Storage Tank, D 3 [=D1+1.62]

    Diameter of LDO Storage Tank, D 2

    No. of LDO tanks, N 2

    858.0

    CALCULATION OF FUEL OIL DYKE HEIGHT

    Capacity of FO Storage Tank, Q 1Diameter of FO Storage Tank, D 1

    11000

    Height of LDO Storage Tank,H 2

    10

    No. of FO tanks, N 1

    Height of FO Storage Tank, H 1 13.511.62

    1.0

    Diameter of tank pad for LDO Storage Tank, D 4 [=D2+1.62]

    Capacity of LDO Storage Tank, Q 2

    Height of tank pad, H 3

    Height of tank pad, H 4

    Dyke Area, A [=LxW]

    10.62

    1.0

    Length of dyke wall (inside), LWidth of dyke wall (inside), W

    1000

    1500

    99

    39.022.0

    Volume of tank considered for calculation, Q [max. of Q 1 or Q 2]

    FUTURE DYKE AREA

    FO TANK

    LDO TANKD1, D2

    McNally Bharat Engineering Company Ltd, Kolkata(2-BP01-DC0-U-2-0002-R1) 1 of 2

  • 8/11/2019 103.C.0_Dyke Wall Calculation for FO System

    2/2

    Ideal Energy Projects L td 1 x 270 MW Thermal Power Project

    Calculation

    m3

    m3

    m3

    m3

    m3

    Volume of FO considered for further calculation, V 6 [=Q-V5] m3

    m2

    m2

    m2

    H5 mm

    m

    m

    336.63

    78.54

    715.8

    106.05Volume of tank pad for FO Storage Tank, V 1 [=0.7854xD32xH3]

    Volume of tank pad for LDO Storage Tank, V 2[=0.7854xD42xH4]

    Effective volume in the dyke area upto tank pad height, V 5[=V4-V3]

    Total volume of dyke area upto pad height, V 4 [=LxWxH 3] 858

    663.37

    1.80

    Total effective area accomodating FO, A E [=A-A 1-A2]

    Free board provided, F B

    Total Height of dyke wall calculated, H D [=H 3+H 5+FB]

    Height of dyke wall provided

    0.47

    Assuming that in worst case the bigger tank is leaking at the bottom most point, effectivevolume of dyke required will be 1000m3.

    88.58194.63

    >>> Further height of dyke wall is required, as effective volume is less than design volume.

    Area of FO Tank, A 1 [=0.7854xD12]

    Total volume of two pads, V 3 [=V1+V2]

    0.3

    Height of dyke wall required for 336.63 m3 volume,

    1.77

    Area of LDO Tank, A 2 [=0.7854xD22] 63.62

    McNally Bharat Engineering Company Ltd, Kolkata(2-BP01-DC0-U-2-0002-R1) 2 of 2