H C

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FHC - Hydraulic Analysis Software - Ver: 1.8.0 Full Hydraulic Calculations Computer Printout Page No 1 Program FHC Project Data and Design Parameters Project: Standpipe & Hose System of Glory Industries Ltd Address: Biazid. CTG Number: SA-GIL-5H-V1.0 Area ref: Most Unfavourable Hazard: ordinary Authority: National Fire Protection Association Source: 2904.1 l/min @ 7.985 bar Tel: Fax: Printout: 22-January-15 at 17:06 Project name : Standpipe & Hose System of Glory Industries Ltd Area reference : Most Unfavourable Address / location : Biazid. CTG Project number : SA-GIL-5H-V1.0 Installation number(s) : 0 Drawing number(s) : SA-GIL-5H-V1.0 Issue no / date : 22.01.15 Designers reference : 5th floor Project Data File : K:\alvi\SA-GIL-7H-V1.0.FHC 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 : 3 Maximum area covered per head : 0.00 m2 Highest head / nozzle above source : 0.00 m Number of pipes in system : 36 from 80 to 150 mm Pressure loss equation used : Hazen-Williams Fluid : Water Pipe Data Table : STD_PIPE.PDT Maximum fluid velocity : 3.69 m/s in pipe 107 108 Volume of pipework and fittings : 3.31 m3 Elbows are welded for : 65 mm and above Comment : --- Checked by & Date : Source duty = 2904.1 l/min @ 7.985 bar at node no 100 Submitted by Engr MIEB No M/29837 S.M. Samsuddoza (Alvi)

description

Hydrant system calc

Transcript of H C

  • FHC - Hydraulic Analysis Software - Ver: 1.8.0

    Full Hydraulic Calculations Computer Printout Page No 1

    Program FHC

    Project Data and Design Parameters

    Project: Standpipe & Hose System of Glory Industries Ltd Address: Biazid. CTG

    Number: SA-GIL-5H-V1.0 Area ref: Most Unfavourable Hazard: ordinaryAuthority: National Fire Protection Association Source: 2904.1 l/min @ 7.985 bar

    Tel: Fax: Printout: 22-January-15 at 17:06

    Project name : Standpipe & Hose System of Glory Industries Ltd

    Area reference : Most Unfavourable

    Address / location : Biazid. CTG

    Project number : SA-GIL-5H-V1.0

    Installation number(s) : 0

    Drawing number(s) : SA-GIL-5H-V1.0

    Issue no / date : 22.01.15

    Designers reference : 5th floor

    Project Data File : K:\alvi\SA-GIL-7H-V1.0.FHC

    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 : 3

    Maximum area covered per head : 0.00 m2

    Highest head / nozzle above source : 0.00 m

    Number of pipes in system : 36 from 80 to 150 mm

    Pressure loss equation used : Hazen-Williams

    Fluid : Water

    Pipe Data Table : STD_PIPE.PDT

    Maximum fluid velocity : 3.69 m/s in pipe 107 108

    Volume of pipework and fittings : 3.31 m3

    Elbows are welded for : 65 mm and above

    Comment : ---

    Checked by & Date :

    Source duty = 2904.1 l/min @ 7.985 bar at node no 100

    Submitted by Engr MIEB No M/29837

    S.M. Samsuddoza (Alvi)

  • FHC - Hydraulic Analysis Software - Ver: 1.8.0

    Full Hydraulic Calculations Computer Printout Page No 2

    Program FHC

    Operating Sprinkler Heads, Nozzles and Hydrants

    Project: Standpipe & Hose System of Glory Industries Ltd Address: Biazid. CTG

    Number: SA-GIL-5H-V1.0 Area ref: Most Unfavourable Hazard: ordinaryAuthority: National Fire Protection Association Source: 2904.1 l/min @ 7.985 bar

    Tel: Fax: Printout: 22-January-15 at 17:06

    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

    6 119 445.48 977.5 0.000 0.00 0.00 4.50 4.815 21.470 20 7 121 445.48 945.0 0.000 0.00 0.00 4.50 4.500 25.130 22 14 136 445.48 981.7 0.000 0.00 0.00 4.50 4.856 25.130 36

    0 heads are under the required density / minimum pressures

    Submitted by Engr

    MIEB No M/29837 S.M. Samsuddoza (Alvi)

  • FHC - Hydraulic Analysis Software - Ver: 1.8.0

    Full Hydraulic Calculations Computer Printout Page No 3

    Program FHC

    Hydraulically Significant Pipes in System

    Project: Standpipe & Hose System of Glory Industries Ltd Address: Biazid. CTG

    Number: SA-GIL-5H-V1.0 Area ref: Most Unfavourable Hazard: ordinaryAuthority: National Fire Protection Association Source: 2904.1 l/min @ 7.985 bar

    Tel: Fax: Printout: 22-January-15 at 17:06

    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 150mm MW 2904.1 1.000 Up 11.14 0.000 7.985 -0.052 101 155.32 120 2.6 0 0 MV 90.0 4.7 1.000 7.835 -0.098

    2 101 150mm MW 2904.1 0.650 Up 3.82 1.000 7.835 -0.018 102 155.32 120 2.6 0 0 BV 90.0 4.7 1.650 7.753 -0.064

    3 102 150mm MW 2904.1 48.140 270 50.99 1.650 7.753 -0.239 103 155.32 120 2.6 1 0 0.0 4.7 1.650 7.514 +0.000

    4 103 150mm MW 2904.1 16.770 0 19.62 1.650 7.514 -0.092 104 155.32 120 2.6 1 0 0.0 4.7 1.650 7.423 +0.000

    5 104 150mm MW 2904.1 11.970 90 14.82 1.650 7.423 -0.069 105 155.32 120 2.6 1 0 0.0 4.7 1.650 7.353 +0.000

    6 105 150mm MW 2904.1 0.860 0 3.71 1.650 7.353 -0.017 122 155.32 120 2.6 1 0 0.0 4.7 1.650 7.336 +0.000

    7 122 150mm MW 1922.5 23.870 0 23.87 1.650 7.336 -0.052 106 155.32 120 1.7 0 0 0.0 2.2 1.650 7.284 +0.000

    8 106 150mm MW 1922.5 43.750 90 46.60 1.650 7.284 -0.102 107 155.32 120 1.7 1 0 0.0 2.2 1.650 7.182 +0.000

    9 107 100mm MW 1922.5 1.520 Up 3.61 1.650 7.182 -0.053 108 105.14 120 3.7 1 0 90.0 14.6 3.170 6.980 -0.149

    11 108 100mm MW 1922.5 3.660 Up 3.66 3.170 6.980 -0.053 110 105.14 120 3.7 0 0 90.0 14.6 6.830 6.568 -0.359

    13 110 100mm MW 1922.5 3.660 Up 3.66 6.830 6.568 -0.053 112 105.14 120 3.7 0 0 90.0 14.6 10.490 6.156 -0.359

    15 112 100mm MW 1922.5 3.660 Up 3.66 10.490 6.156 -0.053 114 105.14 120 3.7 0 0 90.0 14.6 14.150 5.744 -0.359

    17 114 100mm MW 1922.5 3.660 Up 3.66 14.150 5.744 -0.053 116 105.14 120 3.7 0 0 90.0 14.6 17.810 5.332 -0.359

    19 116 100mm MW 1922.5 3.660 Up 3.66 17.810 5.332 -0.053 118 105.14 120 3.7 0 0 90.0 14.6 21.470 4.920 -0.359

    20 118 80mm MW 977.5 1.520 90 6.94 21.470 4.920 -0.105 119 80.68 120 3.2 0 1 0.0 15.2 21.470 4.815 +0.000

    21 118 100mm MW 945.0 3.660 Up 3.66 21.470 4.920 -0.014 120 105.14 120 1.8 0 0 90.0 3.9 25.130 4.547 -0.359

    22 120 80mm MW 945.0 1.520 90 3.33 25.130 4.547 -0.047 121 80.68 120 3.1 1 0 0.0 14.2 25.130 4.500 +0.000

    23 122 100mm MW 981.6 1.520 Up 8.50 1.650 7.336 -0.036 123 105.14 120 1.9 0 1 90.0 4.2 3.170 7.151 -0.149

    25 123 100mm MW 981.6 3.660 Up 3.66 3.170 7.151 -0.015 125 105.14 120 1.9 0 0 90.0 4.2 6.830 6.777 -0.359

    Continued on the next page

    Submitted by Engr

    MIEB No M/29837 S.M. Samsuddoza (Alvi)

  • FHC - Hydraulic Analysis Software - Ver: 1.8.0

    Full Hydraulic Calculations Computer Printout Page No 4

    Program FHC

    Hydraulically Significant Pipes in System

    Project: Standpipe & Hose System of Glory Industries Ltd Address: Biazid. CTG

    Number: SA-GIL-5H-V1.0 Area ref: Most Unfavourable Hazard: ordinaryAuthority: National Fire Protection Association Source: 2904.1 l/min @ 7.985 bar

    Tel: Fax: Printout: 22-January-15 at 17:06

    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

    27 125 100mm MW 981.6 3.660 Up 3.66 6.830 6.777 -0.015 127 105.14 120 1.9 0 0 90.0 4.2 10.490 6.403 -0.359

    29 127 100mm MW 981.6 3.660 Up 3.66 10.490 6.403 -0.015 129 105.14 120 1.9 0 0 90.0 4.2 14.150 6.029 -0.359

    31 129 100mm MW 981.6 3.660 Up 3.66 14.150 6.029 -0.015 131 105.14 120 1.9 0 0 90.0 4.2 17.810 5.655 -0.359

    33 131 100mm MW 981.6 3.660 Up 3.66 17.810 5.655 -0.015 133 105.14 120 1.9 0 0 90.0 4.2 21.470 5.281 -0.359

    35 133 100mm MW 981.6 3.660 Up 3.66 21.470 5.281 -0.015 135 105.14 120 1.9 0 0 90.0 4.2 25.130 4.907 -0.359

    36 135 80mm MW 981.6 1.520 90 3.33 25.130 4.907 -0.051 136 80.68 120 3.2 1 0 0.0 15.3 25.130 4.856 +0.000

    Submitted by Engr

    MIEB No M/29837 S.M. Samsuddoza (Alvi)

  • FHC - Hydraulic Analysis Software - Ver: 1.8.0

    Full Hydraulic Calculations Computer Printout Page No 5

    Program FHC

    MV 100BV

    MRH