Irrigation Engineering If straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the area of its cross-section, is R2 (θ + tan θ) R (θ + cot θ) R (θ + tan θ) R2 (θ + cot θ) R2 (θ + tan θ) R (θ + cot θ) R (θ + tan θ) R2 (θ + cot θ) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The meander pattern of a river is developed by Average discharge Maximum discharge Dominant discharge Critical discharge Average discharge Maximum discharge Dominant discharge Critical discharge 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 At right angle and parallel to weir crest At right angle to weir crest in both Parallel to weir crest in both Parallel and at right angle to weir crest At right angle and parallel to weir crest At right angle to weir crest in both Parallel to weir crest in both Parallel and at right angle to weir crest ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the optimum depth of kor watering for a crop is 15.12 cm, the outlet factor for the crop for four week period in hectares per cumec, is 1500 1600 1700 1400 1500 1600 1700 1400 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering An outlet is said to be proportional if its flexibility, is One More than one Less than one Zero One More than one Less than one Zero ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A hydraulic structure is designed to withstand Seepage forces Hydraulic jump Hydraulic pressure All of these Seepage forces Hydraulic jump Hydraulic pressure All of these ANSWER DOWNLOAD EXAMIANS APP
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