*)Considering the system connecting the 4 reservoirs shown, determine the flow in each pipe using Hazen William's equation with C1 = 120 .

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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***)Considering the system connecting the 4 reservoirs shown, determine the flow in each pipe using Hazen William's equation with C1 = 120 .
Reservoir A
Elevation 100 ft
AVER
Pipe 1
Length = 2000 ft
18 inches
Reservoir B
Elevation 80 ft
Pipe 2
Length 1000 ft
=10 inches
Pipe 2
Piezometer
LER
Determine the flow into or out of each reservoir in
the pipe system shown. Assume C₁ = 120 for all
pipes
Pipe 3
Pipe 3
Length = 1000 ft
= 12 inches
Reservoir C
Elevation 80 ft
Pipe 4
Length 4000 ft
- 18 inches
Reservoir D
Elevation 50 ft
Transcribed Image Text:Reservoir A Elevation 100 ft AVER Pipe 1 Length = 2000 ft 18 inches Reservoir B Elevation 80 ft Pipe 2 Length 1000 ft =10 inches Pipe 2 Piezometer LER Determine the flow into or out of each reservoir in the pipe system shown. Assume C₁ = 120 for all pipes Pipe 3 Pipe 3 Length = 1000 ft = 12 inches Reservoir C Elevation 80 ft Pipe 4 Length 4000 ft - 18 inches Reservoir D Elevation 50 ft
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Whered you get "K"? I use this formula but it does not match


K = 10.674
L
50 263
C27 D 54
Transcribed Image Text:K = 10.674 L 50 263 C27 D 54
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