Irrigation Engineering In case of non-availability of space due to topography, the most suitable spillway is chute spillway shaft spillway straight drop spillway ogee spillway chute spillway shaft spillway straight drop spillway ogee spillway ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The meander pattern of a river is developed by Maximum discharge Average discharge Critical discharge Dominant discharge Maximum discharge Average discharge Critical discharge Dominant discharge 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 3V²/4R 5V²/2R 2V²/√3 R 2V²/5R 3V²/4R 5V²/2R 2V²/√3 R ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering S-hydrograph is used to obtain unit hydrograph of shorter duration from longer duration both (A) and (B) None of these longer duration from shorter duration shorter duration from longer duration both (A) and (B) None of these longer duration from shorter duration ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In a barrage, the crest level is kept Low with large gates High with no gates High with large gates Low with no gates Low with large gates High with no gates High with large gates Low with no gates ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The maximum rainfall depth of 300 mm in 24 hours has a return period of 100 years. The probability of 24 hours rainfall equal to or greater than 300 mm occurring at least once in 10 years is given by l-(0.9)100 (0.99)10 1 – (0.99)10 (0.9)00 l-(0.9)100 (0.99)10 1 – (0.99)10 (0.9)00 ANSWER DOWNLOAD EXAMIANS APP
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