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1. |
Calculate the central depth of a triangular channel section to carry a discharge of 15 cumecs. Consider the available slope as 1 in 9000. Assume the side slopes of the channel be 1.25:1 and manning’s constant is 0.015 for good brick work in lining. |
A. | 2.94 m |
B. | 3.14 m |
C. | 2.25 m |
D. | 2.77 m |
Answer» B. 3.14 m | |