Water depths in the upstream and on the crest of a hump were measured and they were 1.65 m and 0.435 m. Assuming that the choking effect already occurred on the hump and energy losses are negligible, what is the specific discharge and hump height in the channel? ( Show calculations and sketch) a) 0.9 m2/s and 1 m b) 1 m2/s and 0.9 m c) 1.2 m2/s and 1 m d) 1 m2/s and 1.2 m
Water depths in the upstream and on the crest of a hump were measured and they were 1.65 m and 0.435 m. Assuming that the choking effect already occurred on the hump and energy losses are negligible, what is the specific discharge and hump height in the channel? ( Show calculations and sketch) a) 0.9 m2/s and 1 m b) 1 m2/s and 0.9 m c) 1.2 m2/s and 1 m d) 1 m2/s and 1.2 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Water depths in the upstream and on the crest of a hump were measured and they were 1.65 m and 0.435 m. Assuming that the choking effect already occurred on the hump and energy losses are negligible, what is the specific discharge and hump height in the channel? ( Show calculations and sketch)
a) 0.9 m2/s and 1 m
b) 1 m2/s and 0.9 m
c) 1.2 m2/s and 1 m
d) 1 m2/s and 1.2 m
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