Irrigation Engineering In gravity canals, F.S.L. is Only a few cm above the ground level Always below the ground level Always at the ground level Generally 4 to 5 metres above the ground level Only a few cm above the ground level Always below the ground level Always at the ground level Generally 4 to 5 metres above the ground level 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 3V²/4R 5V²/2R 2V²/√3 R 2V²/5R 3V²/4R 5V²/2R 2V²/√3 R 2V²/5R ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The major resisting force in a gravity dam is uplift pressure self-weight of dam wave pressure water pressure uplift pressure self-weight of dam wave pressure water pressure ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div=""> 4.5 cm 6.0 cm 7.5 cm 9.0 cm 4.5 cm 6.0 cm 7.5 cm 9.0 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In North Indian Plains, optimum depth of kor watering for wheat, is 13.5 cm 19.0 cm 23.0 cm 17.5 cm 13.5 cm 19.0 cm 23.0 cm 17.5 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The Lacey's regime velocity is proportional to R2/3 S1/2 R3/4 S1/3 R1/2 S3/4 Q3/4 S1/3 R2/3 S1/2 R3/4 S1/3 R1/2 S3/4 Q3/4 S1/3 ANSWER DOWNLOAD EXAMIANS APP
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