Irrigation Engineering If d1 is the depth of cutting, d2 is the height of the bank from bed level r2 : 1 and r1 : 1 are the slopes in filling and cutting respectively, the horizontal distance n between the bed and bank, is x = r1 d1 x = r2 d2 x = d1 / r1 x = d2 / r2 x = r1 d1 x = r2 d2 x = d1 / r1 x = d2 / r2 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to Utilization factor Load factor Plant factor Both load and plant factor Utilization factor Load factor Plant factor Both load and plant factor ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The meander pattern of a river is developed by Dominant discharge Average discharge Maximum discharge Critical discharge Dominant discharge Average discharge Maximum discharge Critical discharge 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 V₀5/2 V₀7/2 V₀1/2 V₀3/2 V₀5/2 V₀7/2 V₀1/2 V₀3/2 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A hyetograph is a graphical representation of discharge and time rainfall depth and time cumulative rainfall and time rainfall intensity and time discharge and time rainfall depth and time cumulative rainfall and time rainfall intensity and time ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In a chute spillway, the flow is usually critical subcritical super critical uniform critical subcritical super critical uniform ANSWER DOWNLOAD EXAMIANS APP
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