Arizona State University, CEE 441/598 Water Resources Engineering, Spring 2017 Homework 1 Problem 1 Compute hydraulic radius, hydraulic depth, wetted… | Cheap Nursing Papers

Arizona State University, CEE 441/598 Water Resources Engineering, Spring 2017 Homework 1 Problem 1 Compute hydraulic radius, hydraulic depth, wetted…

please do problem 5 on excel 

A 8-m wide rectangular channel carries a flow of 96 m3/s at a flow depth of 4 m. Thechannel width is constricted to 6 m in a length of 5 m. Assuming the channel transitionhas straight and vertical sides, and there are no losses, plot the water-surface profile in thetransition. Hint: you should find the water depth when the channel width is 8 m, 7.5 m, 7m, 6.5 m, and 6 m.

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