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sluice gate q = 5.5 m2/s y2 = 0.45 m V2 = 12.2 m/s EGL E 6. у + 2 gy 4. E= 8 m 3. vena contracta 0 1 2 3 4 6. 7 8 9 10 E = E, Giyen downstream depth and discharge, find upstream depth.

sluice gate q = 5.5 m2/s y2 = 0.45 m V2 = 12.2 m/s EGL E 6. у + 2 gy 4. E= 8 m 3. vena contracta 0 1 2 3 4 6. 7 8 9 10 E = E, Giyen downstream depth and discharge, find upstream depth.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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10 sluice gate q = 5.5 m2/s Y2 = 0.45 m V2 = 12.2 m/s EGL y + 2 gy 4 E,=8 m 3 vena contracta 0. 0 1 2 3 4 5 6 7 8 9 10 E = E, E Given downstream depth and discharge, find upstream depth. V, and y, are alternate depths (same specific energy) Y1 Way not use momentum conservation to find y,?
Transcribed Image Text:10 sluice gate q = 5.5 m2/s Y2 = 0.45 m V2 = 12.2 m/s EGL y + 2 gy 4 E,=8 m 3 vena contracta 0. 0 1 2 3 4 5 6 7 8 9 10 E = E, E Given downstream depth and discharge, find upstream depth. V, and y, are alternate depths (same specific energy) Y1 Way not use momentum conservation to find y,?
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