water report
DESCRIPTION
Water reportTRANSCRIPT
1/3
_____________________________________________________________________
Company Name : My Company Name
Job Description : My Job Description
Designed by : My Name
Date and Time : Wednesday, 4 May, 2016 9:48:31 AM
File Path : ____________________________________________________________________
General Setting
Title : My Job Description
No. of Pipes : 4
No. of Nodes : 5
Peak Factor : 2.5
Max Headloss (Peak Flow) (m/km) : 2.00
Max Headloss (Fire Flow) (m/km) : 15.00
Max Unbal (LPS) : 0.002
Min Residual Pressure (Peak Flow) (m) : 7.5
Min Residual Pressure (Fire Flow) (m) : 7.5
Max Residual Pressure (m) : 30
Fire Factor : 1
Fire Flow Water Demand (LPS) : 22.7
Low Velocity Limit (m/s) : 0.3
High Velocity Limit (m/s) : 2.6
Input Data
Pipes Pipe No From Node To Node Pipe Type Length(m) Diameter(mm) HWC
1 1 2 DI 10.322 150 100
2 2 3 DI 46.275 150 100
3 2 4 DI 114.334 100 100
4 2 5 DI 120.132 15 100
Nodes
Node No Fix Water Demand(LPS) Highest Supply
Level(m)
1 0 0.00000 -
2 0 0.00000 35.00
3 0 0.00000 35.50
4 0 -0.84200 47.88
5 0 -0.02600 47.88
Nodes with fixed heads Node No Node Head 1 63.50000 m
2/3
Output Data
Peak Flow Calculation
Title : My Job Description
No. of Pipes : 4
No. of Nodes : 5
Peak Factor : 2.5
Max Headloss (m/km) : 2.00
Max Unbal (LPS) : 0.002
Min Residual Pressure (Peak Flow) (m) : 7.5
Max Residual Pressure (m) : 30
Pipes Peak Output Pipe
No
From
Node To Node Pipe Type Length(m)
Diameter
(mm) HWC
Flow
(LPS)
Velocity
(MPS) Head Loss(m/km) Head Loss(m)
1 1 2 DI 10.32 150 100 2.17 0.12LO 0.25 0.0026
2 2 3 DI 46.28 150 100 0.00 0.00LO 0.00 0.0000
3 2 4 DI 114.33 100 100 2.11 0.27LO 1.73 0.1976
4 2 5 DI 120.13 15 100 0.06 0.37 28.43HI 3.4156
Nodes Peak Output
Node No Flow(LPS) Ground Level(m) Highest Supply
Level(m) HGL(m) Residual Pressure(m)
1 R 2.170 35.00 - 63.50 -
2 0.000 35.00 35.00 63.50 28.50
3 0.000 35.50 35.50 63.50 28.00
4 -2.105 36.00 47.88 63.30 27.30
5 -0.065 36.00 47.88 60.08 24.08
3/3
Fire Flow Calculation
Title : My Job Description
No. of Pipes : 4
No. of Nodes : 5
Fire Factor : 1
Fire Flow Water Demand (LPS) : 22.7
Max Headloss (m/km) : 15.00
Max Unbal (LPS) : 0.002
Min Residual Pressure (Fire Flow) (m) : 7.5
Max Residual Pressure (m) : 30
Pipes Fire Output Pipe
No
From
Node To Node Pipe Type Length(m)
Diameter
(mm) HWC
Flow
(LPS)
Velocity
(MPS) Head Loss(m/km) Head Loss(m)
1 1 2 DI 10.32 150 100 23.57 1.33 21.03HI 0.2171
2 2 3 DI 46.28 150 100 22.70 1.28 19.62HI 0.9078
3 2 4 DI 114.33 100 100 0.84 0.11LO 0.32 0.0362
4 2 5 DI 120.13 15 100 0.03 0.15LO 5.21 0.6259
Nodes Fire Output
Node No Flow(LPS) Ground Level(m) Highest Supply
Level(m) HGL(m) Residual Pressure(m)
1 R 23.568 35.00 - 63.50 -
2 0.000 35.00 35.00 63.28 28.28
3 -22.700 35.50 35.50 62.38 26.88
4 -0.842 36.00 47.88 63.25 27.25
5 -0.026 36.00 47.88 62.66 26.66