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)3/4D₁D₂ (D₂ - D₁)3/2D₁D₂ (D₂ - D₁)3/3D₁D₂ (D₂ - D₁)3/D₁D₂ (D₂ - D₁)3/4D₁D₂ (D₂ - D₁)3/2D₁D₂ (D₂ - D₁)3/3D₁D₂ (D₂ - D₁)3/D₁D₂ ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Regime conditions in a channel may occur if Silt grade and silt charge are constant Channel flows uniformly in incoherent alluvium as that transported in suspension Discharge is constant All listed here Silt grade and silt charge are constant Channel flows uniformly in incoherent alluvium as that transported in suspension Discharge is constant All listed here ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For the stability of a structure against seepage pressure according to Khosla's creep theory, the critical gradient is 0.25 0.5 Zero 1 0.25 0.5 Zero 1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The useful moisture of soil, is equal to its Saturation capacity Field capacity Moisture content at permanent wilting point Difference between filed capacity and permanent wilting point within the root zone of plants Saturation capacity Field capacity Moisture content at permanent wilting point Difference between filed capacity and permanent wilting point within the root zone of plants ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For a unique design of a channel by Kennedy's theory Its depth must only be known All of these Its breadth must only be known Its breadth and depth ratio must only be known Its depth must only be known All of these Its breadth must only be known Its breadth and depth ratio must only be known ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Meandering of a river generally occurs, in Boulder stage Rocky stage Delta stage Trough stage Boulder stage Rocky stage Delta stage Trough stage ANSWER DOWNLOAD EXAMIANS APP
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