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Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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For Water Resources Engineering. Please include formulas so I can understand the steps. Thank you.

Transcribed Image Text:5) A hydraulic jump occurs in a rectangular channel 3 m wide. The water depth after
the jump is 2.0 m. After the hydraulic jump, the flow is normal. The channel has a
bottom slope of 0.001 m/m and is made of concrete (n= 0.013). Compute:
(a) The flow discharge;
(b) The water depth before the hydraulic jump;
(c) What is the percent loss of energy in the hydraulic jump?
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