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Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Assume you have the channel reach shown that is mild (dn>dc); calculate the upstream and downstream depths of the hydraulic jump (note there is a hydraulic jump because upstream there is a gate controlling the water to below critical. Also determine the length hydraulic jump. The flow rate in the channel is 1200 cfs, the base width is 30 ft and the normal depth is 7 feet.
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