Irrigation Engineering In a barrage, the crest level is kept Low with no gates Low with large gates High with large gates High with no gates Low with no gates Low with large gates High with large gates High with no gates ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Fundamental momentum equation for a hydraulic jump, is D₁² - D₂² = (2q/g) × (V₁ - V₂) D₁² - D₂² = (2q/g) × (V₂ - V₁) D₂² - D₁² = (2q/g) × (V - V₂) D₁² + D₂² = (2q/g) × (V₂ - V₁) D₁² - D₂² = (2q/g) × (V₁ - V₂) D₁² - D₂² = (2q/g) × (V₂ - V₁) D₂² - D₁² = (2q/g) × (V - V₂) D₁² + D₂² = (2q/g) × (V₂ - V₁) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Finally formed berms in canals are provided for Strengthening of banks Protection of banks erosion by the waves Control of seepage losses All of these Strengthening of banks Protection of banks erosion by the waves Control of seepage losses All of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Borrow pits should preferably be located in Central half width of the section of the canal Field on the left side of the canal Fields on both sides of the canal Field on the right side of the canal Central half width of the section of the canal Field on the left side of the canal Fields on both sides of the canal Field on the right side of the canal ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Tortuosity of a meandering river is always equal to 1 less than 1 less than or equal to 1 greater than 1 equal to 1 less than 1 less than or equal to 1 greater than 1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Trap efficiency of a reservoir is a function of outflow/inflow ratio None of these capacity/outflow ratio capacity/inflow ratio outflow/inflow ratio None of these capacity/outflow ratio capacity/inflow ratio ANSWER DOWNLOAD EXAMIANS APP
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