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Unformatted text preview: downstream of a control (sluice) gate. If the flow depth upstream of the gate is 9.0 meters and the discharge is 150 m 3 /s, find: 1) the flow depth just downstream of the gate, 2) the flow depth downstream of the jump, 3) the thrust on the gate, and 4) the head losses in the jump. Problem #3: Given a q of 25 ft 2 /s and a sluice gage/jump configuration. What depth upstream of the sluice gate is necessary to dissipate 30% of the original (upstream of the sluice gate) energy? What are the Froude Numbers just upstream and downstream of the jump?...
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This note was uploaded on 12/24/2011 for the course CEE 4324 taught by Professor Moglen during the Fall '11 term at Virginia Tech.
- Fall '11