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Capacity ( KL )
TANK DETAILS
Diameter ( m )
CRUDE
23266
46
14
CRUDE
23266
46
14
.
m
Height ( m )
Height of Dyke wall 1.8
Rectangular Area
Rectangular Area
Height (m)
Free board Height ( FB )
Area(m2)
m
m
0.00
Min. height of dyke wall ( DHmin )
Volume (m3)
0.3
C/S Area of bund wall
1.5 19600.00 29400.00140.00
1.5 0.00
140.00
1.5
Length / Base (m) Width (m)
1.5 0.000.00
0.00
0.00
0.00
0.00
0.00
0.00
1.5
0.00 0.00 1.5
0.00
0.00
0.00 0.00
1.5
0.001.5
Triangular Area
Triangular Area
Triangular Area
0.00 0.00
0.000.00
0.00
Triangular Area
Triangular Area 0.00 0.00
0.00
0.00 0.00
0.00
Triangular Area
Triangular Area 0.00 0.00 1.5 0.00 0.00
1.5 0.00
0.00 0.00
0.00
Total Volume covered by all the areas
Diameter D0 ( m ) 48 48
TANK DETAILS CRUDE CRUDE
Height Hf ( m ) 0.4 0.4
Diameter Db ( m ) 48 48
VOLUME COVERED BY TANK
Volume Occupied by Tank Pad ( m3)
[3.142 X Hf X (Do2+DoX Db+Db
2 )] / 12
723.917 723.917
…………….
0.000…………….
0.000
TankVolume occupied by tanks ( m
3 )
[3.142 X Td2 X (Dmin - Hf )] / 4
CRUDE
CRUDE 1828.330
1828.330
0.7 0.6
Volume (m3)
140.00 0.7 0.6 58.80
Length (m) Width (m) Height (m)
=
=
3656.660
=
CALCULATION
101.64Total Volume occupied by Fire wall ( Length X Width X Height )
42.84
0 0.7
37
50
5206.133
24193.867
23266=Capacity of the biggest tank in a bund Wall ( m3 )
The total volume occupied by various facilities inside Dyke ( m3 )
Capacity of Bund Wall ( m3 )
29400.000the volume covered by dyke wall ( m3 )
INPUT DATA CELL
Total Volume occupied by Tanks
Length X Width Area X Height
0.6 0.00
Fire Wall Details
NOTE -
THE AVERAGE HEIGHT CONSIDERED IS SUFFICIENT FOR THE BUND WALL WITH 300 MM FREE BOARD
33
34
35
36
0.000
37
0
0
0
Volume (m3)
Area X Height
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
ULG-91
0
0
1
0.000
Volume (m3)
0.00
0.00
0.00
0.00
37……………. 0.000
0
102
37…………….
0.7 0.6 0.00 0.00
0
0
0
Volume (m3)
Area X Height
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Volume (m3)
0.00
ULG-95
0
0
0.000
0.00
0.00
0.00
0.00
0
0
20
Volume (m3)
Area X Height
0.00
0.00
0.00
0.00
0.00
Volume (m3)
0.00
0.00
ULG-95
0
0
1
0.00
0.00
0.00
0.00
BUND WALL CALCULATION FOR CRUDE Tank
GENERAL INPUT DATA
VOLUME COVERED BY BUND WALL
TANK FOUNDATION PAD VOLUME
29400.000
0.00
0.00
0.00
0.00
……………….. 0.000
0.000
0.00
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