engineering recuitment UKPSC Polytechnic Lecturer Mock Test 2024 Irrigation Engineering Design of Canals
Kennedy’s equation for relation between critical velocity (Vo) and depth of flowing water (D) is given as:
1
Vo = 0.75 D0.64
2
Vo = 0.55 D0.75
3
Vo = 0.55 D0.64
4
Vo = 0.64 D0.55