4 For a rectangular channel, if the Froude number = 1.5 and the initial depth=0.8 m, the depth after hydraulic jump occurs is: 5 At the exit flow under a sluice gate the depth of flow was 0.5 m, if y2=1.5 m, calculate the head loss across the jump. T 2 m 0.55 m 1.5 m 0.33 m 1 m 0.44 m 2.5 m 0.66 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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4 For a rectangular channel, if the Froude number = 1.5 and
the initial depth=0.8 m, the depth after hydraulic jump
occurs is:
5 At the exit flow under a sluice gate the depth of flow was
0.5 m, if y2=1.5 m, calculate the head loss across the
jump
6 The pump curve of single pump is given by Hp=15-10Q²,
if the system curve HSH =20-20², estimate the flow
delivered to the system by 3 pumps in series in m³/s
7 The pump curve of single pump is given by H₂=40-25Q²,
if the system curve HSH =20-20², estimate the flow
delivered to the system by 3 pumps in parallel in m³/s
What is the maximum height that a pump can be placed
above the wate
2 m
0.55 m
0.81
5
1.5 m
0.33 m
0.44
4
1 m
0.44 m
0.53
3
2.5 m
0.66 m
0.94
2
Transcribed Image Text:4 For a rectangular channel, if the Froude number = 1.5 and the initial depth=0.8 m, the depth after hydraulic jump occurs is: 5 At the exit flow under a sluice gate the depth of flow was 0.5 m, if y2=1.5 m, calculate the head loss across the jump 6 The pump curve of single pump is given by Hp=15-10Q², if the system curve HSH =20-20², estimate the flow delivered to the system by 3 pumps in series in m³/s 7 The pump curve of single pump is given by H₂=40-25Q², if the system curve HSH =20-20², estimate the flow delivered to the system by 3 pumps in parallel in m³/s What is the maximum height that a pump can be placed above the wate 2 m 0.55 m 0.81 5 1.5 m 0.33 m 0.44 4 1 m 0.44 m 0.53 3 2.5 m 0.66 m 0.94 2
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