Design a suitable CDW for the following data: a) Canal: FSD = 200.0 m…

Question

Design a suitable CDW for the following data:

a) Canal:

FSD = 200.0 m3/s FSL = 106.0 m

Canal bed level = 102.0 m, canal bed width = 28.0 m

FSD= 3.8 m. side slope ½ H: 1 V

b) Drainage:

Drainage bed level = 107.7 m

HFL = 109.3 m, discharge = 80m3/s