gtl-bwsl-5h-v1.0

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FHC - Hydraulic Analysis Software - Ver: 1.8.0 By CANUTE LLP - Email [email protected] Web www.canutesoft.com Full Hydraulic Calculations Computer Printout Page No 1 Program FHC Project Data and Design Parameters Project: Standpipe & Hose System of BWSL Address: Konabari. Gazipur Number: GTL-BWSL-5H-V1.0 Area ref: Most Unfavourable Hazard: ordinary Authority: National Fire Protection Association Source: 4840.2 l/min @ 6.951 bar Tel: Fax: Project name : Standpipe & Hose System of BWSL Area reference : Most Unfavourable Address / location : Konabari. Gazipur Project number : GTL-BWSL-5H-V1.0 Installation number(s) : 0 Drawing number(s) : GTL-BWSL-5H-V1.0 Issue no / date : 07.06.15 Designers reference : 5th floor Project Data File : C:\DOC Hazard classification : ordinary Design authority : National Fire Protection Association Insurance company : --- Specified density of discharge : 0.00 mm/min (l/min/m2) Assumed maximum area of operation : 0.00 m2 Number of operating sprinkler heads : 5 Maximum area covered per head : 0.00 m2 Highest head / nozzle above source : 0.00 m Number of pipes in system : 64 from 80 to 200 mm Pressure loss equation used : Hazen-Williams Fluid : Water Pipe Data Table : STD_PIPE.PDT Maximum fluid velocity : 3.24 m/s in pipe 134 135 Volume of pipework and fittings : 6.00 m3 Elbows are welded for : 65 mm and above Comment : --- Checked by & Date : Source duty = 4840.2 l/min @ 6.951 bar at node no 100 war Ul Karim, MBA, PMP MIEB No M/34416 Submitted by Engr An Genesis Technologies Ltd.

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  • FHC - Hydraulic Analysis Software - Ver: 1.8.0

    By CANUTE LLP - Email [email protected] Web www.canutesoft.com

    Full Hydraulic Calculations Computer Printout Page No 1

    Program FHC

    Project Data and Design Parameters

    Project: Standpipe & Hose System of BWSL Address: Konabari. Gazipur

    Number: GTL-BWSL-5H-V1.0 Area ref: Most Unfavourable Hazard: ordinaryAuthority: National Fire Protection Association Source: 4840.2 l/min @ 6.951 bar

    Tel: Fax:

    Project name : Standpipe & Hose System of BWSL

    Area reference : Most Unfavourable

    Address / location : Konabari. Gazipur

    Project number : GTL-BWSL-5H-V1.0

    Installation number(s) : 0

    Drawing number(s) : GTL-BWSL-5H-V1.0

    Issue no / date : 07.06.15

    Designers reference : 5th floor

    Project Data File : C:\DOC

    Hazard classification : ordinary

    Design authority : National Fire Protection Association

    Insurance company : ---

    Specified density of discharge : 0.00 mm/min (l/min/m2)

    Assumed maximum area of operation : 0.00 m2

    Number of operating sprinkler heads : 5

    Maximum area covered per head : 0.00 m2

    Highest head / nozzle above source : 0.00 m

    Number of pipes in system : 64 from 80 to 200 mm

    Pressure loss equation used : Hazen-Williams

    Fluid : Water

    Pipe Data Table : STD_PIPE.PDT

    Maximum fluid velocity : 3.24 m/s in pipe 134 135

    Volume of pipework and fittings : 6.00 m3

    Elbows are welded for : 65 mm and above

    Comment : ---

    Checked by & Date :

    Source duty = 4840.2 l/min @ 6.951 bar at node no 100

    war Ul Karim, MBA, PMPMIEB No M/34416Submitted by Engr An

    Genesis Technologies Ltd.

  • FHC - Hydraulic Analysis Software - Ver: 1.8.0

    By CANUTE LLP - Email [email protected] Web www.canutesoft.com

    Full Hydraulic Calculations Computer Printout Page No 2

    Program FHC

    Operating Sprinkler Heads, Nozzles and Hydrants

    Project: Standpipe & Hose System of BWSL Address: Konabari. Gazipur

    Number: GTL-BWSL-5H-V1.0 Area ref: Most Unfavourable Hazard: ordinaryAuthority: National Fire Protection Association Source: 4840.2 l/min @ 6.951 bar

    Tel: Fax:

    Head|Node| Size | 'K' |F l o w|A r e a|Density mm/min|Pressure bar|Heights|Pipe no | no | mm | factor| l/min | m2 |Req.d Actual| Min Actual| m | no

    7 125 445.95 946.0 0.000 0.00 0.00 4.50 4.500 21.470 26 12 135 445.95 992.6 0.000 0.00 0.00 4.50 4.954 15.370 36 13 137 445.95 968.2 0.000 0.00 0.00 4.50 4.713 18.420 38 19 149 445.95 976.7 0.000 0.00 0.00 4.50 4.797 18.420 50 26 163 445.95 956.9 0.000 0.00 0.00 4.50 4.604 21.470 64

    0 heads are under the required density / minimum pressures

    war Ul Karim, MBA, PMPMIEB No M/34416Submitted by Engr An

    Genesis Technologies Ltd.

  • FHC - Hydraulic Analysis Software - Ver: 1.8.0

    By CANUTE LLP - Email [email protected] Web www.canutesoft.com

    Full Hydraulic Calculations Computer Printout Page No 3

    Program FHC

    Hydraulically Significant Pipes in System

    Project: Standpipe & Hose System of BWSL Address: Konabari. Gazipur

    Number: GTL-BWSL-5H-V1.0 Area ref: Most Unfavourable Hazard: ordinaryAuthority: National Fire Protection Association Source: 4840.2 l/min @ 6.951 bar

    Tel: Fax:

    NUMBERS | P I P E | F L O W |DIMENSIONS|ANGLE| VALUES |HEIGHT M|PRESSURES BARSPipe|Start|Size Type| L/min | Length VJ|Dir. | Eq.len | Start | Start Frict no | End |Bore 'C'| Vel m/s |EL T VT|Slope| mbar/m | End | End Static

    1 100 200mm MW 4840.2 1.000 Up 15.96 0.000 6.951 -0.048 101 206.40 120 2.4 0 0 MV 90.0 3.0 1.000 6.805 -0.098

    2 101 200mm MW 4840.2 0.650 Up 4.64 1.000 6.805 -0.014 102 206.40 120 2.4 0 0 BV 90.0 3.0 1.650 6.727 -0.064

    3 102 200mm MW 4840.2 2.047 270 18.01 1.650 6.727 -0.054 103 206.40 120 2.4 1 1 0.0 3.0 1.650 6.673 +0.000

    4 103 150mm MW 2109.6 37.360 0 46.87 1.650 6.673 -0.122 104 155.32 120 1.9 0 1 0.0 2.6 1.650 6.551 +0.000

    5 104 150mm MW 2109.6 7.246 270 10.10 1.650 6.551 -0.026 105 155.32 120 1.9 1 0 0.0 2.6 1.650 6.525 +0.000

    6 105 150mm MW 1163.6 52.480 270 52.48 1.650 6.525 -0.045 106 155.32 120 1.0 0 0 0.0 0.9 1.650 6.480 +0.000

    7 106 150mm MW -797.1 7.330 270 7.33 1.650 6.480 +0.003 107 155.32 120 0.7 0 0 0.0 0.4 1.650 6.483 +0.000

    8 107 150mm MW -797.1 43.700 180 46.55 1.650 6.483 +0.020 108 155.32 120 0.7 1 0 0.0 0.4 1.650 6.503 +0.000

    9 108 150mm MW -797.1 5.650 90 8.50 1.650 6.503 +0.004 109 155.32 120 0.7 1 0 0.0 0.4 1.650 6.507 +0.000

    10 109 150mm MW -1773.7 56.000 90 56.00 1.650 6.507 +0.105 110 155.32 120 1.6 0 0 0.0 1.9 1.650 6.612 +0.000

    11 110 150mm MW -2730.6 5.380 90 5.38 1.650 6.612 +0.022 111 155.32 120 2.4 0 0 0.0 4.2 1.650 6.634 +0.000

    12 111 150mm MW -2730.6 6.340 0 9.19 1.650 6.634 +0.038 103 155.32 120 2.4 1 0 0.0 4.2 1.650 6.673 +0.000

    13 105 150mm MW 946.0 1.520 Up 11.03 1.650 6.525 -0.006 112 155.32 120 0.8 0 1 90.0 0.6 3.170 6.370 -0.149

    15 112 150mm MW 946.0 3.050 Up 3.05 3.170 6.370 -0.002 114 155.32 120 0.8 0 0 90.0 0.6 6.220 6.069 -0.299

    17 114 150mm MW 946.0 3.050 Up 3.05 6.220 6.069 -0.002 116 155.32 120 0.8 0 0 90.0 0.6 9.270 5.769 -0.299

    19 116 150mm MW 946.0 3.050 Up 3.05 9.270 5.769 -0.002 118 155.32 120 0.8 0 0 90.0 0.6 12.320 5.468 -0.299

    21 118 150mm MW 946.0 3.050 Up 3.05 12.320 5.468 -0.002 120 155.32 120 0.8 0 0 90.0 0.6 15.370 5.167 -0.299

    23 120 150mm MW 946.0 3.050 Up 3.05 15.370 5.167 -0.002 122 155.32 120 0.8 0 0 90.0 0.6 18.420 4.867 -0.299

    25 122 150mm MW 946.0 3.050 Up 3.05 18.420 4.867 -0.002 124 155.32 120 0.8 0 0 90.0 0.6 21.470 4.566 -0.299

    Continued on the next page

    war Ul Karim, MBA, PMPMIEB No M/34416Submitted by Engr An

    Genesis Technologies Ltd.

  • FHC - Hydraulic Analysis Software - Ver: 1.8.0

    By CANUTE LLP - Email [email protected] Web www.canutesoft.com

    Full Hydraulic Calculations Computer Printout Page No 4

    Program FHC

    Hydraulically Significant Pipes in System

    Project: Standpipe & Hose System of BWSL Address: Konabari. Gazipur

    Number: GTL-BWSL-5H-V1.0 Area ref: Most Unfavourable Hazard: ordinaryAuthority: National Fire Protection Association Source: 4840.2 l/min @ 6.951 bar

    Tel: Fax:

    NUMBERS | P I P E | F L O W |DIMENSIONS|ANGLE| VALUES |HEIGHT M|PRESSURES BARSPipe|Start|Size Type| L/min | Length VJ|Dir. | Eq.len | Start | Start Frict no | End |Bore 'C'| Vel m/s |EL T VT|Slope| mbar/m | End | End Static

    26 124 80mm MW 946.0 2.833 180 4.64 21.470 4.566 -0.066 125 80.68 120 3.1 1 0 0.0 14.3 21.470 4.500 +0.000

    27 106 150mm MW 1960.7 1.520 Up 11.03 1.650 6.480 -0.025 126 155.32 120 1.7 0 1 90.0 2.3 3.170 6.306 -0.149

    29 126 150mm MW 1960.7 3.050 Up 3.05 3.170 6.306 -0.007 128 155.32 120 1.7 0 0 90.0 2.3 6.220 6.000 -0.299

    31 128 150mm MW 1960.7 3.050 Up 3.05 6.220 6.000 -0.007 130 155.32 120 1.7 0 0 90.0 2.3 9.270 5.695 -0.299

    33 130 150mm MW 1960.7 3.050 Up 3.05 9.270 5.695 -0.007 132 155.32 120 1.7 0 0 90.0 2.3 12.320 5.389 -0.299

    35 132 150mm MW 1960.7 3.050 Up 3.05 12.320 5.389 -0.007 134 155.32 120 1.7 0 0 90.0 2.3 15.370 5.083 -0.299

    36 134 80mm MW 992.5 2.833 180 8.25 15.370 5.083 -0.129 135 80.68 120 3.2 0 1 0.0 15.6 15.370 4.954 +0.000

    37 134 150mm MW 968.1 3.050 Up 3.05 15.370 5.083 -0.002 136 155.32 120 0.9 0 0 90.0 0.6 18.420 4.783 -0.299

    38 136 80mm MW 968.1 2.833 180 4.64 18.420 4.783 -0.069 137 80.68 120 3.2 1 0 0.0 14.9 18.420 4.713 +0.000

    39 109 150mm MW 976.7 1.520 Up 11.03 1.650 6.507 -0.007 138 155.32 120 0.9 0 1 90.0 0.6 3.170 6.351 -0.149

    41 138 150mm MW 976.7 3.050 Up 3.05 3.170 6.351 -0.002 140 155.32 120 0.9 0 0 90.0 0.6 6.220 6.050 -0.299

    43 140 150mm MW 976.7 3.050 Up 3.05 6.220 6.050 -0.002 142 155.32 120 0.9 0 0 90.0 0.6 9.270 5.749 -0.299

    45 142 150mm MW 976.7 3.050 Up 3.05 9.270 5.749 -0.002 144 155.32 120 0.9 0 0 90.0 0.6 12.320 5.449 -0.299

    47 144 150mm MW 976.7 3.050 Up 3.05 12.320 5.449 -0.002 146 155.32 120 0.9 0 0 90.0 0.6 15.370 5.148 -0.299

    49 146 150mm MW 976.7 3.050 Up 3.05 15.370 5.148 -0.002 148 155.32 120 0.9 0 0 90.0 0.6 18.420 4.847 -0.299

    50 148 80mm MW 976.7 1.520 0 3.33 18.420 4.847 -0.050 149 80.68 120 3.2 1 0 0.0 15.1 18.420 4.797 +0.000

    51 110 150mm MW 956.9 1.520 Up 11.03 1.650 6.612 -0.007 150 155.32 120 0.8 0 1 90.0 0.6 3.170 6.456 -0.149

    53 150 150mm MW 956.9 3.050 Up 3.05 3.170 6.456 -0.002 152 155.32 120 0.8 0 0 90.0 0.6 6.220 6.156 -0.299

    55 152 150mm MW 956.9 3.050 Up 3.05 6.220 6.156 -0.002 154 155.32 120 0.8 0 0 90.0 0.6 9.270 5.855 -0.299

    Continued on the next page

    war Ul Karim, MBA, PMPMIEB No M/34416Submitted by Engr An

    Genesis Technologies Ltd.

  • FHC - Hydraulic Analysis Software - Ver: 1.8.0

    By CANUTE LLP - Email [email protected] Web www.canutesoft.com

    Full Hydraulic Calculations Computer Printout Page No 5

    Program FHC

    Hydraulically Significant Pipes in System

    Project: Standpipe & Hose System of BWSL Address: Konabari. Gazipur

    Number: GTL-BWSL-5H-V1.0 Area ref: Most Unfavourable Hazard: ordinaryAuthority: National Fire Protection Association Source: 4840.2 l/min @ 6.951 bar

    Tel: Fax:

    NUMBERS | P I P E | F L O W |DIMENSIONS|ANGLE| VALUES |HEIGHT M|PRESSURES BARSPipe|Start|Size Type| L/min | Length VJ|Dir. | Eq.len | Start | Start Frict no | End |Bore 'C'| Vel m/s |EL T VT|Slope| mbar/m | End | End Static

    57 154 150mm MW 956.9 3.050 Up 3.05 9.270 5.855 -0.002 156 155.32 120 0.8 0 0 90.0 0.6 12.320 5.555 -0.299

    59 156 150mm MW 956.9 3.050 Up 3.05 12.320 5.555 -0.002 158 155.32 120 0.8 0 0 90.0 0.6 15.370 5.254 -0.299

    61 158 150mm MW 956.9 3.050 Up 3.05 15.370 5.254 -0.002 160 155.32 120 0.8 0 0 90.0 0.6 18.420 4.953 -0.299

    63 160 150mm MW 956.9 3.050 Up 3.05 18.420 4.953 -0.002 162 155.32 120 0.8 0 0 90.0 0.6 21.470 4.653 -0.299

    64 162 80mm MW 956.9 1.520 0 3.33 21.470 4.653 -0.049 163 80.68 120 3.1 1 0 0.0 14.6 21.470 4.604 +0.000

    war Ul Karim, MBA, PMPMIEB No M/34416Submitted by Engr An

    Genesis Technologies Ltd.

  • FHC - Hydraulic Analysis Software - Ver: 1.8.0

    By CANUTE LLP - Email [email protected] Web www.canutesoft.com

    Full Hydraulic Calculations Computer Printout Page No 6

    Program FHC

    MV 100BV

    MRH