Irrigation Engineering Process of meandering is due to All listed here Sediment load of streams Relative erodibility of the bed and banks Discharge and hydraulic properties of streams All listed here Sediment load of streams Relative erodibility of the bed and banks Discharge and hydraulic properties of streams ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For a flood control reservoir, the effective storage is equal to useful storage + surcharge storage useful storage – valley storage useful storage + surcharge storage -valley storage useful storage + surcharge storage + valley storage useful storage + surcharge storage useful storage – valley storage useful storage + surcharge storage -valley storage useful storage + surcharge storage + valley storage ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If D is the depth of scour below original bed, then the width of launching apron is generally taken as 1.5 D 1.2 D 2.5 D 2.0 D 1.5 D 1.2 D 2.5 D 2.0 D ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A runoff river plant is a high head scheme a medium head scheme None of these a low head scheme a high head scheme a medium head scheme None of these a low head scheme 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 2V²/5R 5V²/2R 2V²/√3 R 3V²/4R 2V²/5R 5V²/2R 2V²/√3 R ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The Lacey's regime velocity is proportional to R3/4 S1/3 R2/3 S1/2 Q3/4 S1/3 R1/2 S3/4 R3/4 S1/3 R2/3 S1/2 Q3/4 S1/3 R1/2 S3/4 ANSWER DOWNLOAD EXAMIANS APP
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