3. A rectangular weir with one end contraction is 2.3m long and has an upstream depth of 4m. How high in meters should the weir be placed in the channel to maintain its upstream depth considering a flow of 355 L/s?

Structural Analysis
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Chapter2: Loads On Structures
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3. A rectangular weir with one end contraction is 2.3m long and has an upstream depth of 4m. How high in
meters should the weir be placed in the channel to maintain its upstream depth considering a flow of 355 L/s?
Transcribed Image Text:3. A rectangular weir with one end contraction is 2.3m long and has an upstream depth of 4m. How high in meters should the weir be placed in the channel to maintain its upstream depth considering a flow of 355 L/s?
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