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civil engineering hydraulics
1. Most economical section of a circular channel for maximum discharge
(A): all the above.
(B): depth of water = 0.95 diameter of circular section
(C): hydraulic mean depth = 0.286 diameter of circular section
(D): wetted perimeter = 2.6 diameter of circular section
(E): wetted perimeter = 2.83 depth of water
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