In the water network shown in figure,the Hazen-Williams coefficient C for all pipes is 100. a) Using the Hardy Cross method, determine the flow in each pipe to the nearest 20 gpm. b) Find the residual pressures at points B and C, given that the pressure at point Aee is 50 psi. C) If the flow input A is doubled,what would be the residual pressure at C? 1,600 gpm Elevation A 100 ft B 150 ft C 140 ft 1,500 ft 8 in 500 ft 10 in

Structural Analysis
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Chapter2: Loads On Structures
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In the water network shown in figure,the Hazen-Williams coefficient C for all pipes is 100.
a) Using the Hardy Cross method, determine the flow in each pipe to the nearest 20 gprn.
b) Find the residual pressures at points B and C, given that the pressure at point Aee is 50 psi.
C) If the flow input A is doubled,what would be the residual pressure at C?
Elevation
1,600 gpm
A
A 100 ft
B 150 ft
C 140 ft
1,500 ft
8 in
500 ft
10 in
B
1,000 ft
10 in
1,000 gpm
600 gpm
Transcribed Image Text:Question: In the water network shown in figure,the Hazen-Williams coefficient C for all pipes is 100. a) Using the Hardy Cross method, determine the flow in each pipe to the nearest 20 gprn. b) Find the residual pressures at points B and C, given that the pressure at point Aee is 50 psi. C) If the flow input A is doubled,what would be the residual pressure at C? Elevation 1,600 gpm A A 100 ft B 150 ft C 140 ft 1,500 ft 8 in 500 ft 10 in B 1,000 ft 10 in 1,000 gpm 600 gpm
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