A grass-lined trapezoidal channel is to be designed to carry a flow of 260 cfs. Determine a suitable Manning's first. The slope of the channel is 1.5 fU/2000 ft. The side slopes (same both sides), z = (1 vertical : 2 horizontal). Use a bly ratio of 1.25 and a maximum channe width b = 12 ft. Determine the design depth of flow for the channel [fl (b) Determine the other design parameters including the freeboard. (C) Is the flow in the channel under sub-critical or super-critical flow conditions? Why? (D) Sketch the protle cross-section of the channel with a necessarv dimensions
A grass-lined trapezoidal channel is to be designed to carry a flow of 260 cfs. Determine a suitable Manning's first. The slope of the channel is 1.5 fU/2000 ft. The side slopes (same both sides), z = (1 vertical : 2 horizontal). Use a bly ratio of 1.25 and a maximum channe width b = 12 ft. Determine the design depth of flow for the channel [fl (b) Determine the other design parameters including the freeboard. (C) Is the flow in the channel under sub-critical or super-critical flow conditions? Why? (D) Sketch the protle cross-section of the channel with a necessarv dimensions
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A grass-lined trapezoidal channel is to be designed to carry a flow of 260 cfs. Determine a suitable Manning's first. The slope of the
channel is 1.5 fU/2000 ft. The side slopes (same both sides), z = (1 vertical : 2 horizontal). Use a bly ratio of 1.25 and a maximum
channe width b =
12 ft.
Determine the design depth of flow for the channel [fl
(b) Determine the other design parameters including the freeboard.
(C) Is the flow in the channel under sub-critical or super-critical flow conditions? Why?
(D) Sketch the protle cross-section of the channel with a necessarv dimensions
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