Flow from a concrete channel (n = 0.017) falls freely into a reservoir at a rate of 7.8 m3/s. The width and longitudinal slope of the channel are 5 m and 0.0006, respectively. At the inlet of the reservoir, the flow becomes critical. Analyse the type of profile and plot the water surface profile using numerical integration and the direct step method with 4 steps.
Flow from a concrete channel (n = 0.017) falls freely into a reservoir at a rate of 7.8 m3/s. The width and longitudinal slope of the channel are 5 m and 0.0006, respectively. At the inlet of the reservoir, the flow becomes critical. Analyse the type of profile and plot the water surface profile using numerical integration and the direct step method with 4 steps.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Flow from a concrete channel (n = 0.017) falls freely into a reservoir at a rate of 7.8 m3/s. The width and longitudinal slope of the channel are 5 m and 0.0006, respectively. At the inlet of the reservoir, the flow becomes critical. Analyse the type of profile and plot the water surface profile using numerical integration and the direct step method with 4 steps.
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