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 less than 1 greater than 1 equal to 1 equal to zero less than 1 greater than 1 equal to 1 equal to zero ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Infiltration capacity changes with time is a constant factor changes with both time and location changes with location changes with time is a constant factor changes with both time and location changes with location ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If V₀ is the critical velocity of a channel, its silt transporting power, according to Kennedy, is proportional to V₀1/2 V₀3/2 V₀5/2 V₀7/2 V₀1/2 V₀3/2 V₀5/2 V₀7/2 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Dimensions of coefficient of transmissibility are rvfL’T”1 M’LV M° L2 T1 M°L°T° rvfL’T”1 M’LV M° L2 T1 M°L°T° ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Trap efficiency of a reservoir is a function of outflow/inflow ratio capacity/outflow ratio capacity/inflow ratio None of these outflow/inflow ratio capacity/outflow ratio capacity/inflow ratio None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A unit hydro graph has one unit of discharge rainfall excess rainfall duration time base of direct runoff discharge rainfall excess rainfall duration time base of direct runoff ANSWER DOWNLOAD EXAMIANS APP
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