Design a lined canal to carry a discharge of 400 cumecs and slope is 1 in 6000. Take side slopes as 1 : 1 and rugosity constant as 0.012. Assume limiting velocity as 3 m/sec.

Total Depth = 6.3 m, Bed Width = 15 m

Total Depth = 6.28 m, Bed Width = 14.2 m

Total Depth = 6.5 m, Bed Width = 14 m

Total Depth = 6.25 m, Bed Width = 14.4 m

Design a lined canal to carry a discharge of 400 cumecs and slope is 1

1.	Design a lined canal to carry a discharge of 400 cumecs and slope is 1 in 6000. Take side slopes as 1 : 1 and rugosity constant as 0.012. Assume limiting velocity as 3 m/sec.
A.	Total Depth = 6.3 m, Bed Width = 15 m
B.	Total Depth = 6.28 m, Bed Width = 14.2 m
C.	Total Depth = 6.5 m, Bed Width = 14 m
D.	Total Depth = 6.25 m, Bed Width = 14.4 m
Answer» E.