Design a vertical drop to change the upstream to downstream water levels by 2m. Assume the same depth of flow in the channel reaches upstream and downstream of the structure. If Q= 3 m3/sec, y=1.71 m, V= 0.430 m/sec Canal section properties, B=1.5 m, z=1.5 Check the solution for Max. and Min depth

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design a vertical drop to change the upstream to downstream water levels
by 2m. Assume the same depth of flow in the channel reaches upstream
and downstream of the structure.
If Q= 3 m3/sec, y=1.71 m, V= 0.430 m/sec
Canal section properties, B-1.5 m, z-1.5
Check the solution for Max. and Min depth
Transcribed Image Text:Design a vertical drop to change the upstream to downstream water levels by 2m. Assume the same depth of flow in the channel reaches upstream and downstream of the structure. If Q= 3 m3/sec, y=1.71 m, V= 0.430 m/sec Canal section properties, B-1.5 m, z-1.5 Check the solution for Max. and Min depth
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