1.

Design a lined canal carrying a discharge of 20 cumecs. The slope is 1 in 7000. Assume suitable values for side slopes and lining.

A. Side Slope = 1.2: 1, Depth = 4.4 m
B. Side Slope = 1.4: 1, Depth = 4.1 m
C. Side Slope = 1.5: 1, Depth = 3.77 m
D. Side Slope = 1.3: 1, Depth = 4.5 m
Answer» D. Side Slope = 1.3: 1, Depth = 4.5 m


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