Irrigation Engineering Which of the following is a non-recording raingauge ? Simon’s raingauge floating type raingauge Steven’s weighing type raingauge tipping bucket type raingauge Simon’s raingauge floating type raingauge Steven’s weighing type raingauge tipping bucket type raingauge ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Effective precipitation for a crop may be defined as Total precipitation minus the loss due to evaporation Total precipitation during the crop period Available water stored in soil within root zone of the crop Total precipitation minus the loss due to infiltration Total precipitation minus the loss due to evaporation Total precipitation during the crop period Available water stored in soil within root zone of the crop Total precipitation minus the loss due to infiltration ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The minimum size of stone that will remain at rest in a channel of longitudinal slope S and hydraulic mean depth R is given by 15 RS 7RS 4RS 11RS 15 RS 7RS 4RS 11RS ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the straight sides of a triangular section of a lined canal with circular bottom of radius D, make an angle ? with horizontal, the hydraulic mean depth is D/5 D D/3 D/2 D/5 D D/3 D/2 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The length of a meander is the distance along the river between the tangent point of one curve to the tangent point of Next curve of the same order Reverse curve plus the width of the river Reverse curve None of these Next curve of the same order Reverse curve plus the width of the river Reverse curve None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering V and R are the regime mean velocity and hydraulic mean depth respectively in meters. Lacey's silt factor f is 3V²/4R 2V²/√3 R 5V²/2R 2V²/5R 3V²/4R 2V²/√3 R 5V²/2R 2V²/5R ANSWER DOWNLOAD EXAMIANS APP
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