2
BUND WALL CALCULATION FOR CRUDE Tank 1 GENERAL INPUT DATA 2 TANK DETAILS CRUDE CRUDE 3 Capacity ( KL ) 23266 23266 0 0 0 4 Diameter ( m ) 46 46 0 0 0 5 Height ( m ) 14 14 0 0 20 6 . 7 Height of Dyke wall 1.8 m = INPUT DATA CELL 8 Free board Height ( FB ) 0.3 m 9 1.5 m 10 VOLUME COVERED BY BUND WALL 11 C/S Area of bund wall Length / Base (m) Width (m) Height (m) Length X Width Area X Height Area X Height Area X Height Area X Height 12 Rectangular Area A1 140.00 140.00 1.5 19600.00 29400.00 0.00 0.00 0.00 13 Rectangular Area A2 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.00 14 0.00 0.00 0.00 0.00 0.00 15 Triangular Area A3 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.00 16 Triangular Area A4 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.00 17 Triangular Area A5 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.00 18 Triangular Area A6 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.00 19 Triangular Area A7 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.00 20 Triangular Area A8 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.00 21 Triangular Area A9 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.00 22 0.00 0.00 0.00 0.00 0.00 23 24 25 Total Volume covered by all the areas 29400.000 26 TANK FOUNDATION PAD VOLUME 27 TANK DETAILS CRUDE CRUDE ULG-91 ULG-95 ULG-95 28 48 48 0 0 0 29 48 48 0 0 0 30 0.4 0.4 1 1 1 31 723.917 723.917 0.000 0.000 0.000 32 VOLUME COVERED BY TANK 33 Tank 34 CRUDE 1828.330 35 CRUDE 1828.330 36 ……………. 0.000 37 ……………. 0.000 37 ……………. 0.000 37 ……………. 0.000 37 ……………….. 0.000 38 Total Volume occupied by Tanks 3656.660 39 Length (m) Width (m) Height (m) 40 Fire Wall Details 140.00 0.7 0.6 58.80 0.00 0.00 0.00 41 102 0.7 0.6 42.84 0.00 0.00 0.00 42 0 0.7 0.6 0.00 0.00 0.00 0.00 42 0 0.7 0.6 0.00 0.00 0.00 0.00 43 Total Volume occupied by Fire wall ( Length X Width X Height ) 101.64 0.00 0.00 0.00 44 CALCULATION 45 = 29400.000 46 = 5206.133 47 = 24193.867 48 = 23266 49 50 THE AVERAGE HEIGHT CONSIDERED IS SUFFICIENT FOR THE BUND WALL WITH 300 MM FREE BOARD NOTE - Client ABU DHABI REFINERY (TAKREER) Project OIL TERMINAL HAMIYAH FREE ZONE SHARJAH Title CALCULATION FOR HOLDING CAPACITY OF BUND WALL Office Abu Dhabi Order : 10399-00 Doc. No. 2630001 ATT1Sh. 1 of 1 Rev A Min. height of dyke wall ( DHmin ) Area(m 2 ) Volume (m 3 ) Volume (m 3 ) Volume (m 3 ) Volume (m 3 ) Diameter D0 ( m ) Diameter Db ( m ) Height Hf ( m ) Volume Occupied by Tank Pad ( m 3 ) [3.142 X Hf X (Do 2 +DoX Db+Db 2 )] / 12 Volume occupied by tanks ( m 3 ) [3.142 X Td 2 X (Dmin - Hf )] / 4 Volume (m 3 ) Volume (m 3 ) Volume (m 3 ) Volume (m 3 ) the volume covered by dyke wall ( m 3 ) The total volume occupied by various facilities inside Dyk Capacity of Bund Wall ( m 3 ) Capacity of the biggest tank in a bund Wall ( m 3 )

Diked Area for crude Tanks for two.xls

Embed Size (px)

Citation preview

Page 1: Diked Area for crude Tanks for two.xls

BUND WALL CALCULATION FOR CRUDE Tank1 GENERAL INPUT DATA2 TANK DETAILS CRUDE CRUDE3 Capacity ( KL ) 23266 23266 0 0 04 Diameter ( m ) 46 46 0 0 05 Height ( m ) 14 14 0 0 206 .7 Height of Dyke wall 1.8 m = INPUT DATA CELL8 Free board Height ( FB ) 0.3 m9 1.5 m

10 VOLUME COVERED BY BUND WALL11 C/S Area of bund wall Length / Base (m) Width (m) Height (m) Length X Width Area X Height Area X Height Area X Height Area X Height12 Rectangular Area A1 140.00 140.00 1.5 19600.00 29400.00 0.00 0.00 0.0013 Rectangular Area A2 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.0014 0.00 0.00 0.00 0.00 0.0015 Triangular Area A3 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.0016 Triangular Area A4 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.0017 Triangular Area A5 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.0018 Triangular Area A6 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.0019 Triangular Area A7 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.0020 Triangular Area A8 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.0021 Triangular Area A9 0.00 0.00 1.5 0.00 0.00 0.00 0.00 0.0022 0.00 0.00 0.00 0.00 0.00232425 Total Volume covered by all the areas 29400.00026 TANK FOUNDATION PAD VOLUME27 TANK DETAILS CRUDE CRUDE ULG-91 ULG-95 ULG-9528 48 48 0 0 029 48 48 0 0 030 0.4 0.4 1 1 1

31 723.917 723.917 0.000 0.000 0.000

32 VOLUME COVERED BY TANK

33Tank

34 CRUDE 1828.330

35 CRUDE 1828.330

36 ……………. 0.000

37 ……………. 0.000

37 ……………. 0.000

37 ……………. 0.000

37 ……………….. 0.000

38 Total Volume occupied by Tanks 3656.66039 Length (m) Width (m) Height (m)40

Fire Wall Details140.00 0.7 0.6 58.80 0.00 0.00 0.00

41 102 0.7 0.6 42.84 0.00 0.00 0.0042 0 0.7 0.6 0.00 0.00 0.00 0.0042 0 0.7 0.6 0.00 0.00 0.00 0.0043 Total Volume occupied by Fire wall ( Length X Width X Height ) 101.64 0.00 0.00 0.0044 CALCULATION 45 = 29400.00046 = 5206.13347 = 24193.86748 = 2326649

50 THE AVERAGE HEIGHT CONSIDERED IS SUFFICIENT FOR THE BUND WALL WITH 300 MM FREE BOARD

NOTE -

Client ABU DHABI REFINERY (TAKREER)

Project OIL TERMINAL HAMIYAH FREE ZONE SHARJAH

Title CALCULATION FOR HOLDING CAPACITY OF BUND WALL

Office Abu Dhabi Order : 10399-00 Doc. No. 2630001 ATT1 Sh. 1 of 1 Rev A

Min. height of dyke wall ( DHmin )

Area(m2) Volume (m3) Volume (m3) Volume (m3) Volume (m3)

Diameter D0 ( m )

Diameter Db ( m )

Height Hf ( m )Volume Occupied by Tank Pad ( m3) [3.142 X Hf X (Do2+DoX Db+Db2 )] / 12

Volume occupied by tanks ( m3 ) [3.142 X Td2 X (Dmin - Hf )] / 4

Volume (m3) Volume (m3) Volume (m3) Volume (m3)

the volume covered by dyke wall ( m3 )The total volume occupied by various facilities inside Dyke ( m3

Capacity of Bund Wall ( m3 )Capacity of the biggest tank in a bund Wall ( m3 )

Page 2: Diked Area for crude Tanks for two.xls

Page count & size First Row - File type DataSheet

This Page 6 Last Row - Version FWELTotal Pag. 5 Initial pag. 1 Release 1

Auto Open Setting Enforce Prot'nToolCase 0 Curr. Entry 0

DATA SHEET FOR Auto_open = On Max entry 1Shape "masters" Pages editing info

#REF! Auto Page n°

Comment copy 0Highlight Freeform 195 Book n°

Cross-hatch import 0Diamond AutoShape 196

1

Print OptionsAll PagesThis Page

1Open WorkBooks Pages

View ControlFull ScreenComments

1

coment view 0

Styles ListCheckBox

DataEntry

FreeEntryInput

NormalNotes

ReferenceRevBulletTextField

TitleTitle_small

Units1

Last Used Unit18

WARNING!

DO NOT MODIFY THE LAYOUT & CONTENTSOF THIS PAGE! LOSS OF DataSheet

FUNCTIONS MAY RESULT.