Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div=""> 9.0 cm 6.0 cm 4.5 cm 7.5 cm 9.0 cm 6.0 cm 4.5 cm 7.5 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering To hold hydraulic jumps, baffle walls are provided in Vertical type falls Montague type falls Sarda type falls English type falls Vertical type falls Montague type falls Sarda type falls English type falls 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 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 At right angle and parallel to weir crest ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The drainage water intercepting the canal can be disposed of by passing the canal below the drainage in super passage and canal syphon aqueduct and syphon aqueduct level crossing aqueduct and super passage super passage and canal syphon aqueduct and syphon aqueduct level crossing aqueduct and super passage ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For diversion of flood water of rivers, the type of canal constructed, is Canal Ridge canal Inundation canal Perennial canal Canal Ridge canal Inundation canal Perennial canal ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering V and R are the regime mean velocity and hydraulic mean depth respectively in meters. Lacey's silt factor f is 2V²/5R 2V²/√3 R 3V²/4R 5V²/2R 2V²/5R 2V²/√3 R 3V²/4R 5V²/2R ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS