Irrigation Engineering The water utilizable by plants is available in soils mainly in the form of gravity water chemical water hydroscopic water capillary water gravity water chemical water hydroscopic water capillary water ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For diversion of flood water of rivers, the type of canal constructed, is Inundation canal Perennial canal Canal Ridge canal Inundation canal Perennial canal Canal Ridge canal ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the risk of a flood occurring in the next 10 years is accepted to 10%, then the return period for design should be 1 – (0.9)°l0 1/(1+ 0.9010) 1/(1-0.9°10) 1 + (0.9)010 1 – (0.9)°l0 1/(1+ 0.9010) 1/(1-0.9°10) 1 + (0.9)010 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A runoff river plant is a high head scheme a medium head scheme a low head scheme None of these a high head scheme a medium head scheme a low head scheme None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Regime conditions in a channel may occur if Channel flows uniformly in incoherent alluvium as that transported in suspension Silt grade and silt charge are constant Discharge is constant All listed here Channel flows uniformly in incoherent alluvium as that transported in suspension Silt grade and silt charge are constant Discharge is constant All listed here ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Kennedy, the critical velocity (V₀) in meters in a channel is the mean velocity which keeps the channel free from silting or scouring. Its value is given by (where m is critical velocity ratio and D is the depth of the channel). V₀ = 0.55 mD0.54 V₀ = 0.84 mD0.64 V₀ = 0.55 mD0.64 V₀ = 0.84 mD0.54 V₀ = 0.55 mD0.54 V₀ = 0.84 mD0.64 V₀ = 0.55 mD0.64 V₀ = 0.84 mD0.54 ANSWER DOWNLOAD EXAMIANS APP
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