Design a Sarda type fall across a canal for the following data : 20 F…

Previous year question for Design of Hydraulic Structures.

Question

Design a Sarda type fall across a canal for the following data : 20

Full supply discharge U/S/d/s = 15/15 cumecs

Drop = 1.0 m

Full supply level U/S/d/s = 101.00/100.00 m

Full supply depth U/S/d/s = 1.8/1.8 m

Bed width U/S/d/s = 10/10 m

Design the floor on Bligh's theory using coefficient of creep = 10. Sketch the longitudinal section of fall.