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


Discussion

No Comment Found