Irrigation Engineering The ratio of average values of shear stresses produced on the bed and the banks of a channel due to flowing water is equal to zero greater than 1 less than 1 equal to 1 equal to zero greater than 1 less than 1 equal to 1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If B and d are the bed width and depth of a channel in meters, the combined losses due to evaporation and seepage in cumecs per kilometer length of the channel, is (1/100) × (B + d)2/3 (1/150) × (B + d)2/3 (1/200) × (B + d)2/3 (1/50) × (B + d)2/3 (1/100) × (B + d)2/3 (1/150) × (B + d)2/3 (1/200) × (B + d)2/3 (1/50) × (B + d)2/3 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The structure constructed to allow drainage water to flow under pressure through an inverted syphon below a canal, is called Super passage Syphon Super-aqueduct Syphon aqueduct Super passage Syphon Super-aqueduct Syphon aqueduct ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Process of meandering is due to Sediment load of streams Discharge and hydraulic properties of streams All listed here Relative erodibility of the bed and banks Sediment load of streams Discharge and hydraulic properties of streams All listed here Relative erodibility of the bed and banks ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Khosla, the exits gradient of surface flow Is independent of the b/d ratio None of these Depends upon the b/d ratio Is independent of the depths of d/s cut off walls Is independent of the b/d ratio None of these Depends upon the b/d ratio Is independent of the depths of d/s cut off walls ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Regime conditions in a channel may occur if Discharge is constant Silt grade and silt charge are constant Channel flows uniformly in incoherent alluvium as that transported in suspension All listed here Discharge is constant Silt grade and silt charge are constant Channel flows uniformly in incoherent alluvium as that transported in suspension All listed here ANSWER DOWNLOAD EXAMIANS APP
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