Irrigation Engineering If V₀ is the critical velocity of a channel, its silt transporting power, according to Kennedy, is proportional to V₀7/2 V₀5/2 V₀3/2 V₀1/2 V₀7/2 V₀5/2 V₀3/2 V₀1/2 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Lacey's equation for calculating flood discharge in rivers, is V = 10.8 R1/3 S2/3 V = 10.8 R2/3 S1/2 V = 10.8 R2/3 S1/3 V = 10.8 R1/2 S1/2 V = 10.8 R1/3 S2/3 V = 10.8 R2/3 S1/2 V = 10.8 R2/3 S1/3 V = 10.8 R1/2 S1/2 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A unit hydro graph has one unit of time base of direct runoff discharge rainfall duration rainfall excess time base of direct runoff discharge rainfall duration rainfall excess ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Vertical drop fall is satisfactory for a height upto 1.5 m 5.0 m 0.5 m 3.5 m 1.5 m 5.0 m 0.5 m 3.5 m ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river bend characterized by silting scouring on concave side and silting on convex side scouring on convex side and on concave side silting on convex side scouring on concave side scouring on concave side and silting on convex side scouring on convex side and on concave side silting on convex side scouring on concave side ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river training work is generally required when the river is Meandering Degrading All of these Aggrading Meandering Degrading All of these Aggrading ANSWER DOWNLOAD EXAMIANS APP
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