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

Side Slope = 1.3: 1, Depth = 4.5 m

Side Slope = 1.2: 1, Depth = 4.4 m

Side Slope = 1.4: 1, Depth = 4.1 m

Side Slope = 1.5: 1, Depth = 3.77 m

Side Slope = 1.3: 1, Depth = 4.5 m

Design a lined canal carrying a discharge of 20 cumecs. The slope is 1

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