Irrigation Engineering The ratio of the rate of change of discharge of an outlet to the rate of change in level of water surface in a distributary at its normal depth, is known as Efficiency Sensitivity Modular limit Flexibility Efficiency Sensitivity Modular limit Flexibility ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In a chute spillway, the flow is usually uniform super critical critical subcritical uniform super critical critical subcritical ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A deep well is weaker structurally than a shallow well is always deeper than a shallow well has more discharge than a shallow well both (A) and (B) is weaker structurally than a shallow well is always deeper than a shallow well has more discharge than a shallow well both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The maximum average depth due to one day storm over an area of 100 km2 is 100 mm. Depth-Area-Duration (DAD) curves indicate that for the same area of 100 km2 the maximum average depth for a 3 hour storm will be 100 mm None of these less than 100 mm more than 100 mm 100 mm None of these less than 100 mm more than 100 mm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In a barrage, the crest level is kept High with large gates High with no gates Low with large gates Low with no gates High with large gates High with no gates Low with large gates Low with no gates ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river bend characterized by silting scouring on convex side and on concave side scouring on concave side and silting on convex side silting on convex side scouring on concave side scouring on convex side and on concave side scouring on concave side and silting on convex side silting on convex side scouring on concave side ANSWER DOWNLOAD EXAMIANS APP
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