15. Design a lined channel to carry 40 m3 /s on a slope of 1 in
2000. The permissible side slope is 1.4 H: 1 V and ๐ = 0.015.
16. Design a lined canal to carry 120 m3 /s on a slope of 1 in
2500. The maximum permissible velocity is 2.2 m/s and side slopes
1.2 H : 1 V. ๐ = 0.014
15. Design a lined channel to carry 40 m3 /s on a slope of 1 in 2000. The permissible side slope is 1.4 H: 1 V and w
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15. Design a lined channel to carry 40 m3 /s on a slope of 1 in 2000. The permissible side slope is 1.4 H: 1 V and w
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