Irrigation Engineering Lacey's equation for calculating flood discharge in rivers, is V = 10.8 R2/3 S1/3 V = 10.8 R2/3 S1/2 V = 10.8 R1/3 S2/3 V = 10.8 R1/2 S1/2 V = 10.8 R2/3 S1/3 V = 10.8 R2/3 S1/2 V = 10.8 R1/3 S2/3 V = 10.8 R1/2 S1/2 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering S-hydrograph is used to obtain unit hydrograph of both (A) and (B) longer duration from shorter duration shorter duration from longer duration None of these both (A) and (B) longer duration from shorter duration shorter duration from longer duration None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div=""> 9.0 cm 7.5 cm 6.0 cm 4.5 cm 9.0 cm 7.5 cm 6.0 cm 4.5 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The relation between probability (P) and recurrence interval (T) is given by P/T2 = 1 PT = 1 PT2 = 1 P/T = 1 P/T2 = 1 PT = 1 PT2 = 1 P/T = 1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river training work is generally required when the river is Meandering Aggrading All of these Degrading Meandering Aggrading All of these Degrading ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Irrigation canals are generally aligned along Straight line Ridge line Contour line Valley line Straight line Ridge line Contour line Valley line ANSWER DOWNLOAD EXAMIANS APP
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