bi-egl-v-1

FHC - Hydraulic Analysis Software - Ver: 1.8.0

Full Hydraulic Calculations Computer Printout Page No 1

Program FHC

Project Data and Design Parameters

Project: Evince Garments Ltd Address: Mirpur. Dhaka Number: BI-EGL-01 Area ref: Most Unfavourable Hazard: ordinaryAuthority: NFPA 13 : 2013 - Installation of SprinklerSystems Source: 845.6 l/min @ 4.352 bar

Tel: Fax: Printout: 5-September-14

Project name : Evince Garments Ltd

Area reference : Most Unfavourable

Address / location : Mirpur. Dhaka

Project number : BI-EGL-01

Installation number(s) : Pendent

Drawing number(s) : BI-EGL-v-1.0

Issue no / date : 05.09.2014

Designers reference : 9th floor

Project Data File : D:\HYDRAU~1\BENGAL~1\BI-EGL~1.FHC

Hazard classification : ordinary

Design authority : NFPA 13 : 2013 - Installation of Sprinkler Systems

Insurance company : ---

Specified density of discharge : 5.00 mm/min (l/min/m2)

Assumed maximum area of operation : 148.80 m2

Number of operating sprinkler heads : 16

Maximum area covered per head : 9.30 m2

Highest head / nozzle above source : 37.68 m

Number of pipes in system : 69 from 25 to 150 mm

Pressure loss equation used : Hazen-Williams

Fluid : Water

Pipe Data Table : STD_PIPE.PDT

Maximum fluid velocity : 3.11 m/s in pipe 167 168

Volume of pipework and fittings : 1.42 m3

Elbows are welded for : 65 mm and above

Comment : ---

Checked by & Date :

Source duty = 845.6 l/min @ 4.352 bar at node no 100

MIEB No M/34416Submitted by Engr Anwar Ul Karim, MBA, PMP



Program FHC

Operating Sprinkler Heads, Nozzles and Hydrants



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

31 149 15.0 80.00 58.0 9.300 5.00 6.24 0.35 0.526 37.676 49 32 150 15.0 80.00 56.2 9.300 5.00 6.04 0.35 0.493 37.676 50 33 151 15.0 80.00 49.4 9.300 5.00 5.31 0.35 0.381 37.676 51 34 152 15.0 80.00 47.4 9.300 5.00 5.09 0.35 0.351 37.676 52 35 154 15.0 80.00 53.5 9.300 5.00 5.75 0.35 0.448 37.676 54

36 155 15.0 80.00 51.4 9.300 5.00 5.53 0.35 0.413 37.676 55 37 157 15.0 80.00 53.5 9.300 5.00 5.75 0.35 0.447 37.676 57 38 158 15.0 80.00 51.4 9.300 5.00 5.52 0.35 0.412 37.676 58 39 160 15.0 80.00 53.5 9.300 5.00 5.75 0.35 0.447 37.676 60 40 161 15.0 80.00 51.4 9.300 5.00 5.52 0.35 0.412 37.676 61

41 163 15.0 80.00 58.0 9.300 5.00 6.23 0.35 0.525 37.676 63 42 164 15.0 80.00 56.1 9.300 5.00 6.03 0.35 0.492 37.676 64 43 165 15.0 80.00 49.3 9.300 5.00 5.30 0.35 0.380 37.676 65 44 166 15.0 80.00 47.3 9.300 5.00 5.09 0.35 0.350 37.676 66 45 168 15.0 80.00 55.8 9.300 5.00 6.00 0.35 0.487 37.676 68

46 169 15.0 80.00 53.6 9.300 5.00 5.77 0.35 0.449 37.676 69

0 heads are under the required density / minimum pressures

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



Program FHC

Hydraulically Significant Pipes in System



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 845.6 0.600 Up 10.74 0.000 4.352 -0.005 101 155.32 120 0.7 0 0 MV 90.0 0.5 0.600 4.288 -0.059

2 101 150mm MW 845.6 0.500 Up 3.67 0.600 4.288 -0.002 102 155.32 120 0.7 0 0 BV 90.0 0.5 1.100 4.238 -0.049

3 102 150mm MW 845.6 2.000 90 7.70 1.100 4.238 -0.004 103 155.32 120 0.7 1 0 WE 0.0 0.5 1.100 4.234 +0.000

4 103 150mm MW 845.6 36.576 Up 42.28 1.100 4.234 -0.020 104 155.32 120 0.7 1 0 WE 90.0 0.5 37.676 0.631 -3.583

5 104 150mm MW 845.6 0.812 90 13.17 37.676 0.631 -0.006 105 155.32 120 0.7 1 0 ST 0.0 0.5 37.676 0.624 +0.000

6 105 150mm MW 845.6 4.114 180 7.92 37.676 0.624 -0.004 106 155.32 120 0.7 1 0 GV 0.0 0.5 37.676 0.621 +0.000

7 106 150mm MW 845.6 1.168 90 6.87 37.676 0.621 -0.003 107 155.32 120 0.7 1 0 WE 0.0 0.5 37.676 0.617 +0.000

10 107 150mm MW 845.6 3.048 90 3.05 37.676 0.617 -0.001 110 155.32 120 0.7 0 0 0.0 0.5 37.676 0.616 +0.000

13 110 150mm MW 845.6 0.558 90 0.56 37.676 0.616 -0.000 113 155.32 120 0.7 0 0 0.0 0.5 37.676 0.616 +0.000

16 113 150mm MW 845.6 1.981 90 1.98 37.676 0.616 -0.001 116 155.32 120 0.7 0 0 0.0 0.5 37.676 0.615 +0.000

21 116 150mm MW 845.6 1.041 90 1.04 37.676 0.615 -0.000 121 155.32 120 0.7 0 0 0.0 0.5 37.676 0.614 +0.000

24 121 150mm MW 845.6 1.981 90 1.98 37.676 0.614 -0.001 124 155.32 120 0.7 0 0 0.0 0.5 37.676 0.613 +0.000

29 124 150mm MW 845.6 1.041 90 1.04 37.676 0.613 -0.000 129 155.32 120 0.7 0 0 0.0 0.5 37.676 0.613 +0.000

32 129 150mm MW 845.6 1.981 90 1.98 37.676 0.613 -0.001 132 155.32 120 0.7 0 0 0.0 0.5 37.676 0.612 +0.000

37 132 150mm MW 845.6 1.041 90 1.04 37.676 0.612 -0.000 137 155.32 120 0.7 0 0 0.0 0.5 37.676 0.611 +0.000

40 137 150mm MW 845.6 1.981 90 1.98 37.676 0.611 -0.001 140 155.32 120 0.7 0 0 0.0 0.5 37.676 0.610 +0.000

45 140 150mm MW 845.6 1.041 90 1.04 37.676 0.610 -0.000 145 155.32 120 0.7 0 0 0.0 0.5 37.676 0.610 +0.000

48 145 150mm MW 845.6 1.981 90 1.98 37.676 0.610 -0.001 148 155.32 120 0.7 0 0 0.0 0.5 37.676 0.609 +0.000

49 148 40mm MW 210.9 1.092 0 3.81 37.676 0.609 -0.083 149 41.86 120 2.6 0 1 0.0 21.7 37.676 0.526 +0.000

Continued on the next page




Program FHC


Project: Evince Garments Ltd Address: Mirpur. Dhaka Number: BI-EGL-01 Area ref: Most Unfavourable Hazard: ordinaryAuthority: NFPA 13 : 2013 - Installation of Sprinkler Systems Source: 845.6 l/min @ 4.352 bar



50 149 40mm MW 152.9 2.743 0 2.74 37.676 0.526 -0.033 150 41.86 120 1.9 0 0 0.0 12.0 37.676 0.493 +0.000

51 150 25mm MW 96.7 2.743 0 2.74 37.676 0.493 -0.113 151 27.31 120 2.8 0 0 0.0 41.1 37.676 0.381 +0.000

52 151 25mm MW 47.4 2.743 0 2.74 37.676 0.381 -0.030 152 27.31 120 1.3 0 0 0.0 11.0 37.676 0.351 +0.000

53 148 150mm MW 634.7 1.041 90 1.04 37.676 0.609 -0.000 153 155.32 120 0.6 0 0 0.0 0.3 37.676 0.609 +0.000

54 153 25mm MW 104.9 1.651 180 3.37 37.676 0.609 -0.161 154 27.31 120 3.0 0 1 0.0 47.7 37.676 0.448 +0.000

55 154 25mm MW 51.4 2.743 180 2.74 37.676 0.448 -0.035 155 27.31 120 1.5 0 0 0.0 12.7 37.676 0.413 +0.000

56 153 150mm MW 529.8 2.800 90 2.80 37.676 0.609 -0.001 156 155.32 120 0.5 0 0 0.0 0.2 37.676 0.608 +0.000

57 156 25mm MW 104.9 1.651 0 3.37 37.676 0.608 -0.161 157 27.31 120 3.0 0 1 0.0 47.7 37.676 0.447 +0.000

58 157 25mm MW 51.4 2.743 0 2.74 37.676 0.447 -0.035 158 27.31 120 1.5 0 0 0.0 12.7 37.676 0.412 +0.000

59 156 150mm MW 425.0 0.250 90 0.25 37.676 0.608 -0.000 159 155.32 120 0.4 0 0 0.0 0.1 37.676 0.608 +0.000

60 159 25mm MW 104.8 1.651 180 3.37 37.676 0.608 -0.161 160 27.31 120 3.0 0 1 0.0 47.7 37.676 0.447 +0.000

61 160 25mm MW 51.4 2.743 180 2.74 37.676 0.447 -0.035 161 27.31 120 1.5 0 0 0.0 12.7 37.676 0.412 +0.000

62 159 150mm MW 320.1 2.800 90 2.80 37.676 0.608 -0.000 162 155.32 120 0.3 0 0 0.0 0.1 37.676 0.608 +0.000

63 162 40mm MW 210.7 1.092 0 3.81 37.676 0.608 -0.083 163 41.86 120 2.6 0 1 0.0 21.7 37.676 0.525 +0.000

64 163 40mm MW 152.7 2.743 0 2.74 37.676 0.525 -0.033 164 41.86 120 1.9 0 0 0.0 11.9 37.676 0.493 +0.000

65 164 25mm MW 96.6 2.743 0 2.74 37.676 0.493 -0.112 165 27.31 120 2.7 0 0 0.0 41.0 37.676 0.380 +0.000

66 165 25mm MW 47.3 2.743 0 2.74 37.676 0.380 -0.030 166 27.31 120 1.3 0 0 0.0 10.9 37.676 0.350 +0.000

67 162 150mm MW 109.4 0.250 90 0.25 37.676 0.608 -0.000 167 155.32 120 0.1 0 0 0.0 0.0 37.676 0.608 +0.000

68 167 25mm MW 109.4 1.651 180 2.34 37.676 0.608 -0.121 168 27.31 120 3.1 1 0 0.0 51.6 37.676 0.487 +0.000

Continued on the next page




Program FHC


Project: Evince Garments Ltd Address: Mirpur. Dhaka Number: BI-EGL-01 Area ref: Most Unfavourable Hazard: ordinaryAuthority: NFPA 13 : 2013 - Installation of Sprinkler Systems Source: 845.6 l/min @ 4.352 bar



69 168 25mm MW 53.6 2.743 180 2.74 37.676 0.487 -0.038 169 27.31 120 1.5 0 0 0.0 13.8 37.676 0.449 +0.000


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