Irrigation Engineering If D₁ and D₂ are depths of water upstream and downstream of a hydraulic jump, the loss of head at the jump, is (D₂ - D₁)3/3D₁D₂ (D₂ - D₁)3/D₁D₂ (D₂ - D₁)3/4D₁D₂ (D₂ - D₁)3/2D₁D₂ (D₂ - D₁)3/3D₁D₂ (D₂ - D₁)3/D₁D₂ (D₂ - D₁)3/4D₁D₂ (D₂ - D₁)3/2D₁D₂ ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Which of the following canal outlets maintains a constant discharge ? non-modular outlet flexible outlet None of these rigid module non-modular outlet flexible outlet None of these rigid module ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In Montague type fall A circular glacis is provided No glacis is provided A parabolic glacis is provided A straight glacis is provided A circular glacis is provided No glacis is provided A parabolic glacis is provided A straight glacis is provided ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Which of the following is a non-recording raingauge ? Steven’s weighing type raingauge floating type raingauge tipping bucket type raingauge Simon’s raingauge Steven’s weighing type raingauge floating type raingauge tipping bucket type raingauge Simon’s raingauge ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The ratio of the quantity of water stored in the root zone of the crops to the quantity of water actually delivered in the field is known as None of these water conveyance efficiency water application efficiency water use efficiency None of these water conveyance efficiency water application efficiency water use efficiency ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In a canal syphon, the flow is Under negative pressure Under atmospheric pressure Pipe flow With critical velocity Under negative pressure Under atmospheric pressure Pipe flow With critical velocity ANSWER DOWNLOAD EXAMIANS APP
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