Water is flowing in a concrete circular aqueduct with a diameter of 10 ft at a discharge of 100 cfs. The pipe is running on a slope of 0.0025 ft/ft with a Manning n value of 0.0 13. At a particular point the depth is observed to be 3 ft.
a. Classify the profile that is predominating in the aqueduct.
b. What is the control of this profile and is it located upstream or downstream?
c. What would you expect to find upstream and downstream of this profile?
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