Consider a concrete (n=0.013) wide rectangular 3 channel that discharges 2.0 m /s per unit width...
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Consider a concrete (n=0.013) wide rectangular 3 channel that discharges 2.0 m /s per unit width of flow. The channel bottom slope is 0.0001. There is a step rise of 0.2 m. Determine the flow depth (m) downstream of the step assuming normal flow upstream and no transition losses. Consider a concrete (n=0.013) wide rectangular 3 channel that discharges 2.0 m /s per unit width of flow. The channel bottom slope is 0.0001. There is a step rise of 0.2 m. Determine the flow depth (m) downstream of the step assuming normal flow upstream and no transition losses.
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Related Book For
Hydrology and Floodplain Analysis
ISBN: 978-0132567961
5th edition
Authors: Philip B. Bedient, Wayne C. Huber, Baxter E. Vieux
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