Full Hydraulic Calculations Computer Printout Page No 1
Submitted by Engr Anwar Ul Karim, MBA, PMP Project: Standpipe & Hose System of UML
MIEB No M/34416 Address: Adamjee EPZ. Narayangonj
Number: LA-UML-3H-V1.0
Area ref: Most Unfavourable
Hazard: ordinary
Authority: National Fire Protection Association
Source: 3838.8 l/min @ 7.369 bar
Tel: Fax:
Project Data and Design Parameters
Project name : Standpipe & Hose System of UML
Area reference : Most Unfavourable
Address / location : Adamjee EPZ. Narayangonj
Project number : LA-UML-3H-V1.0
Installation number(s) : 0
Drawing number(s) : LA-UML-3H-V1.0
Issue no / date : 04.01.16
Designers reference : 3rd floor
Project Data File : F:\DeFire BD
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 : 4
Maximum area covered per head : 0.00 m2
Highest head / nozzle above source : 0.00 m
Number of pipes in system : 76 from 65 to 200 mm
Pressure loss equation used : Hazen-Williams
Fluid : Water
Pipe Data Table : STD_PIPE.PDT
Maximum fluid velocity : 4.39 m/s in pipe 147 148
Volume of pipework and fittings : 6.29 m3
Elbows are welded for : 65 mm and above
Comment : ---
Checked by & Date :
Source duty = 3838.8 l/min @ 7.369 bar at node no 100
FHC - Hydraulic Analysis Software - Ver: 1.8.0
By CANUTE LLP - Email info@canutesoft.com Web www.canutesoft.com
Program FHC
Full Hydraulic Calculations Computer Printout Page No 2
Submitted by Engr Anwar Ul Karim, MBA, PMP Project: Standpipe & Hose System of UML
MIEB No M/34416 Address: Adamjee EPZ. Narayangonj
Number: LA-UML-3H-V1.0
Area ref: Most Unfavourable
Hazard: ordinary
Authority: National Fire Protection Association
Source: 3838.8 l/min @ 7.369 bar
Tel: Fax:
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
3 126 445.95 969.1 0.000 0.00 0.00 4.50 4.722 12.270 25
4 128 445.95 946.0 0.000 0.00 0.00 4.50 4.500 15.620 27
8 138 445.95 949.0 0.000 0.00 0.00 4.50 4.529 15.620 36
13 148 445.95 974.7 0.000 0.00 0.00 4.50 4.777 15.620 46
0 heads are under the required density / minimum pressures
FHC - Hydraulic Analysis Software - Ver: 1.8.0
By CANUTE LLP - Email info@canutesoft.com Web www.canutesoft.com
Program FHC
Full Hydraulic Calculations Computer Printout Page No 3
Submitted by Engr Anwar Ul Karim, MBA, PMP Project: Standpipe & Hose System of UML
MIEB No M/34416 Address: Adamjee EPZ. Narayangonj
Number: LA-UML-3H-V1.0
Area ref: Most Unfavourable
Hazard: ordinary
Authority: National Fire Protection Association
Source: 3838.8 l/min @ 7.369 bar
Tel: Fax:
Hydraulically Significant Pipes in System
NUMBERS | P I P E | F L O W |DIMENSIONS|ANGLE| VALUES |HEIGHT M|PRESSURES BARS
Pipe|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 3838.8 1.000 Up 15.96 0.000 7.369 -0.031
101 206.40 120 1.9 0 0 MV 90.0 2.0 1.000 7.240 -0.098
2 101 200mm MW 3838.8 3.890 0 9.54 1.000 7.240 -0.019
102 206.40 120 1.9 1 0 GV 0.0 2.0 1.000 7.221 +0.000
3 102 150mm MW 3838.8 8.060 0 8.06 1.000 7.221 -0.063
103 155.32 120 3.4 0 0 0.0 7.8 1.000 7.158 +0.000
4 103 150mm MW 3838.8 10.440 0 10.44 1.000 7.158 -0.082
104 155.32 120 3.4 0 0 0.0 7.8 1.000 7.076 +0.000
5 104 150mm MW 3838.8 10.740 90 13.59 1.000 7.076 -0.107
105 155.32 120 3.4 1 0 0.0 7.8 1.000 6.969 +0.000
6 105 150mm MW 3838.8 13.640 90 13.64 1.000 6.969 -0.107
106 155.32 120 3.4 0 0 0.0 7.8 1.000 6.862 +0.000
7 106 150mm MW 3838.8 45.920 0 48.77 1.000 6.862 -0.383
107 155.32 120 3.4 1 0 0.0 7.8 1.000 6.479 +0.000
8 107 150mm MW 3838.8 12.050 270 14.90 1.000 6.479 -0.117
108 155.32 120 3.4 1 0 0.0 7.8 1.000 6.362 +0.000
9 108 150mm MW 2864.1 30.750 270 30.75 1.000 6.362 -0.140
109 155.32 120 2.5 0 0 0.0 4.6 1.000 6.222 +0.000
10 109 150mm MW 2864.1 1.790 0 4.64 1.000 6.222 -0.021
110 155.32 120 2.5 1 0 0.0 4.6 1.000 6.201 +0.000
11 110 150mm MW 2864.1 11.960 270 14.81 1.000 6.201 -0.068
111 155.32 120 2.5 1 0 0.0 4.6 1.000 6.133 +0.000
12 111 150mm MW 1915.0 1.440 270 1.44 1.000 6.133 -0.003
112 155.32 120 1.7 0 0 0.0 2.2 1.000 6.130 +0.000
13 112 150mm MW 1915.0 1.800 180 4.65 1.000 6.130 -0.010
113 155.32 120 1.7 1 0 0.0 2.2 1.000 6.120 +0.000
14 113 150mm MW 1915.0 29.110 270 31.96 1.000 6.120 -0.069
114 155.32 120 1.7 1 0 0.0 2.2 1.000 6.051 +0.000
19 114 150mm MW 1915.0 1.520 Up 4.37 1.000 6.051 -0.009
119 155.32 120 1.7 1 0 90.0 2.2 2.520 5.892 -0.149
21 119 150mm MW 1915.0 3.050 Up 3.05 2.520 5.892 -0.007
121 155.32 120 1.7 0 0 90.0 2.2 5.570 5.587 -0.299
22 121 150mm MW 1915.0 3.350 Up 3.35 5.570 5.587 -0.007
123 155.32 120 1.7 0 0 90.0 2.2 8.920 5.252 -0.328
24 123 150mm MW 1915.0 3.350 Up 3.35 8.920 5.252 -0.007
125 155.32 120 1.7 0 0 90.0 2.2 12.270 4.916 -0.328
25 125 65mm MW 969.0 1.160 180 5.91 12.270 4.916 -0.194
126 68.67 120 4.4 0 1 0.0 32.7 12.270 4.722 +0.000
Continued on the next page
FHC - Hydraulic Analysis Software - Ver: 1.8.0
By CANUTE LLP - Email info@canutesoft.com Web www.canutesoft.com
Program FHC
Full Hydraulic Calculations Computer Printout Page No 4
Submitted by Engr Anwar Ul Karim, MBA, PMP Project: Standpipe & Hose System of UML
MIEB No M/34416 Address: Adamjee EPZ. Narayangonj
Number: LA-UML-3H-V1.0
Area ref: Most Unfavourable
Hazard: ordinary
Authority: National Fire Protection Association
Source: 3838.8 l/min @ 7.369 bar
Tel: Fax:
Hydraulically Significant Pipes in System
NUMBERS | P I P E | F L O W |DIMENSIONS|ANGLE| VALUES |HEIGHT M|PRESSURES BARS
Pipe|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
26 125 150mm MW 946.0 3.350 Up 3.35 12.270 4.916 -0.002
127 155.32 120 0.8 0 0 90.0 0.6 15.620 4.586 -0.328
27 127 65mm MW 946.0 1.160 180 2.74 15.620 4.586 -0.086
128 68.67 120 4.3 1 0 0.0 31.3 15.620 4.500 +0.000
28 111 100mm MW 949.0 1.520 Up 8.50 1.000 6.133 -0.034
129 105.14 120 1.8 0 1 90.0 4.0 2.520 5.951 -0.149
30 129 100mm MW 949.0 3.050 Up 3.05 2.520 5.951 -0.012
131 105.14 120 1.8 0 0 90.0 4.0 5.570 5.640 -0.299
31 131 100mm MW 949.0 3.350 Up 3.35 5.570 5.640 -0.013
133 105.14 120 1.8 0 0 90.0 4.0 8.920 5.298 -0.328
33 133 100mm MW 949.0 3.350 Up 3.35 8.920 5.298 -0.013
135 105.14 120 1.8 0 0 90.0 4.0 12.270 4.957 -0.328
35 135 100mm MW 949.0 3.350 Up 3.35 12.270 4.957 -0.013
137 105.14 120 1.8 0 0 90.0 4.0 15.620 4.616 -0.328
36 137 65mm MW 949.0 1.160 180 2.74 15.620 4.616 -0.086
138 68.67 120 4.3 1 0 0.0 31.5 15.620 4.529 +0.000
37 108 150mm MW 974.7 1.520 Up 11.03 1.000 6.362 -0.007
139 155.32 120 0.9 0 1 90.0 0.6 2.520 6.207 -0.149
39 139 100mm MW 974.7 3.050 Up 3.05 2.520 6.207 -0.013
141 105.14 120 1.9 0 0 90.0 4.2 5.570 5.895 -0.299
41 141 100mm MW 974.7 3.350 Up 3.35 5.570 5.895 -0.014
143 105.14 120 1.9 0 0 90.0 4.2 8.920 5.553 -0.328
43 143 100mm MW 974.7 3.350 Up 3.35 8.920 5.553 -0.014
145 105.14 120 1.9 0 0 90.0 4.2 12.270 5.211 -0.328
45 145 100mm MW 974.7 3.350 Up 3.35 12.270 5.211 -0.014
147 105.14 120 1.9 0 0 90.0 4.2 15.620 4.869 -0.328
46 147 65mm MW 974.7 1.160 180 2.74 15.620 4.869 -0.091
148 68.67 120 4.4 1 0 0.0 33.1 15.620 4.778 +0.000
FHC - Hydraulic Analysis Software - Ver: 1.8.0
By CANUTE LLP - Email info@canutesoft.com Web www.canutesoft.com
Program FHC
Full Hydraulic Calculations Computer Printout Page No 5
MV 100
GV
MRH
FHC - Hydraulic Analysis Software - Ver: 1.8.0
By CANUTE LLP - Email info@canutesoft.com Web www.canutesoft.com
Program FHC
