Irrigation Engineering Process of meandering is due to Discharge and hydraulic properties of streams All listed here Relative erodibility of the bed and banks Sediment load of streams Discharge and hydraulic properties of streams All listed here Relative erodibility of the bed and banks Sediment load of streams ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For smooth entry of water in a canal, the angle between head regulator and water is generally kept 80° 120° 110° 90° 80° 120° 110° 90° ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The water utilizable by plants is available in soils mainly in the form of chemical water gravity water hydroscopic water capillary water chemical water gravity water hydroscopic water capillary water ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In rigid module, the discharge Depends upon the water level in the water course Is independent of water levels in the distributary and water course Depends upon the water level in distributary Depends upon the water levels of both, i.e. distributary and water course Depends upon the water level in the water course Is independent of water levels in the distributary and water course Depends upon the water level in distributary Depends upon the water levels of both, i.e. distributary and water course ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Optimum depth of kor watering for rice is 135 mm 190 mm 215 mm 165 mm 135 mm 190 mm 215 mm 165 mm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is 0.6 x 106 2.4 xlO6 0.2 x 106 7.2 xlO6 0.6 x 106 2.4 xlO6 0.2 x 106 7.2 xlO6 ANSWER DOWNLOAD EXAMIANS APP
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