Irrigation Engineering The length and width of a meander and also the width of the river, vary roughly as Square of the discharge Cube of the discharge Discharge Square root of the discharge Square of the discharge Cube of the discharge Discharge Square root of the discharge ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Horizontal acceleration due to earthquake results in inertia force into the body of the dam hydrodynamic pressure both (A) and (B) None of these inertia force into the body of the dam hydrodynamic pressure both (A) and (B) None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The flow-mass curve is graphical representation of Discharge and time in chronological order Cumulative discharge and time Cumulative discharge, volume and time in chronological order Discharge and percentage probability of flow being equaled or exceeded Discharge and time in chronological order Cumulative discharge and time Cumulative discharge, volume and time in chronological order Discharge and percentage probability of flow being equaled or exceeded ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For the upstream face of an earthen dam, the most adverse condition for stability of slope is sudden drawdown during construction sloughing of slope steady seepage sudden drawdown during construction sloughing of slope steady seepage ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If L is total length of a canal in kilometers, P is total perimeter of its lining in metres and C is the cost of lining per square metre, the additional expenditure involved on lining, is 100 PLC PLC/1000 PL/1000C PC/100L 100 PLC PLC/1000 PL/1000C PC/100L ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The difference in level between the top of a bank and supply level in a canal, is called Height of bank Free board Berm None of these Height of bank Free board Berm None of these ANSWER DOWNLOAD EXAMIANS APP
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