A very rough circular open channel has a diameter of 60 in and the depth of flow is 15.0 in. The Manning s n = 0.025 and the slope is 3.0 ft/1500 ft. Determine the following Area of flow The hydraulic radius [ft] and hydraulic depth [ft]. The critical flow section factor and the normal flow section factor The flowrate in the channel for the given conditions
A very rough circular open channel has a diameter of 60 in and the depth of flow is 15.0 in. The Manning s n = 0.025 and the slope is 3.0 ft/1500 ft. Determine the following Area of flow The hydraulic radius [ft] and hydraulic depth [ft]. The critical flow section factor and the normal flow section factor The flowrate in the channel for the given conditions
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A very rough circular open channel has a diameter of 60 in and the depth of flow is 15.0 in. The Manning s n = 0.025 and
the slope is 3.0 ft/1500 ft. Determine the following
Area of flow
The hydraulic radius [ft] and hydraulic depth [ft].
The critical flow section factor and the normal flow section factor
The flowrate in the channel for the given conditions
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