Irrigation Engineering In a canal syphon, the flow is With critical velocity Pipe flow Under atmospheric pressure Under negative pressure With critical velocity Pipe flow Under atmospheric pressure Under negative pressure 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 0.5 1 Zero 0.25 0.5 1 Zero 0.25 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For the upstream face of an earthen dam, the most adverse condition for stability of slope is steady seepage during construction sloughing of slope sudden drawdown steady seepage during construction sloughing of slope sudden drawdown ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The top of the capillary zone Coincides the water table at every point None of these Lies below the water table at every point Lies above the water table at every point Coincides the water table at every point None of these Lies below the water table at every point Lies above the water table at every point ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The flow of water after spilling over the weir crest in chute spillway and side channel spillway respectively are Parallel to weir crest in both At right angle to weir crest in both At right angle and parallel to weir crest Parallel and at right angle to weir crest Parallel to weir crest in both At right angle to weir crest in both At right angle and parallel to weir crest Parallel and at right angle to weir crest ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering When surface of transpiration is submerged under water, then potential evapotranspiration is equal to or less than evapotranspi-ration much more than evapotranspiration much less than evapotranspiration equal to evapotranspiration equal to or less than evapotranspi-ration much more than evapotranspiration much less than evapotranspiration equal to evapotranspiration ANSWER DOWNLOAD EXAMIANS APP
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