Irrigation Engineering The top of the capillary zone Coincides the water table at every point Lies below the water table at every point None of these Lies above the water table at every point Coincides the water table at every point Lies below the water table at every point None of these Lies above the water table at every point ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In rigid module, the discharge Depends upon the water level in distributary Is independent of water levels in the distributary and water course Depends upon the water levels of both, i.e. distributary and water course Depends upon the water level in the water course Depends upon the water level in distributary Is independent of water levels in the distributary and water course Depends upon the water levels of both, i.e. distributary and water course Depends upon the water level in the water course 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 and at right angle to weir crest At right angle and parallel to weir crest Parallel to weir crest in both At right angle to weir crest in both Parallel and at right angle to weir crest At right angle and parallel to weir crest Parallel to weir crest in both At right angle to weir crest in both ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In case of non-availability of space due to topography, the most suitable spillway is shaft spillway chute spillway ogee spillway straight drop spillway shaft spillway chute spillway ogee spillway straight drop spillway ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river bend characterized by silting silting on convex side scouring on concave side and silting on convex side scouring on convex side and on concave side scouring on concave side silting on convex side scouring on concave side and silting on convex side scouring on convex side and on concave side scouring on concave side ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For wave action in dams, the maximum height of freeboard is generally taken to be equal to (where hw is height of wave.) 1.50 hw 0.75 hw 0.5 hw 1.25 hw 1.50 hw 0.75 hw 0.5 hw 1.25 hw ANSWER DOWNLOAD EXAMIANS APP
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