A 3 m wide rectangular channel carries a flow of 6 m³/s. The depth of flow at a section P is 0.5 m. A flat-topped hump is to be placed at the downstream of the section P. Assume negligible energy loss between section P and hump, and consider a as 9.81 m/s². The maximum height of
A 3 m wide rectangular channel carries a flow of 6 m³/s. The depth of flow at a section P is 0.5 m. A flat-topped hump is to be placed at the downstream of the section P. Assume negligible energy loss between section P and hump, and consider a as 9.81 m/s². The maximum height of
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A 3 m wide rectangular channel carries a flow of
6 m³/s. The depth of flow at a section P is 0.5
m. A flat-topped hump is to be placed at the
downstream of the section P. Assume negligible
energy loss between section P and hump, and
consider g as 9.81 m/s2. The maximum height of
the hump (expressed in m) which will not change
the depth of flow at section P is
190,](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F00e81016-7105-4f13-aa61-406350f47118%2Fbb8932f5-a7de-4146-a522-a83979914b0f%2F6tm9r0in_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A 3 m wide rectangular channel carries a flow of
6 m³/s. The depth of flow at a section P is 0.5
m. A flat-topped hump is to be placed at the
downstream of the section P. Assume negligible
energy loss between section P and hump, and
consider g as 9.81 m/s2. The maximum height of
the hump (expressed in m) which will not change
the depth of flow at section P is
190,
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