Irrigation Engineering Which of the following canal outlets maintains a constant discharge ? flexible outlet non-modular outlet rigid module None of these flexible outlet non-modular outlet rigid module None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Pick up the correct statement from the following and answer In a level crossing, a crest with its top at the canal F.S.L. is provided across the drainage at its up-stream junction with canal All of these In a level crossing, a cross regulator is provided on the canal below the crossing In a level crossing a regulator is provided across the drainage at its down-stream In a level crossing, a crest with its top at the canal F.S.L. is provided across the drainage at its up-stream junction with canal All of these In a level crossing, a cross regulator is provided on the canal below the crossing In a level crossing a regulator is provided across the drainage at its down-stream ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Process of meandering is due to Relative erodibility of the bed and banks All listed here Discharge and hydraulic properties of streams Sediment load of streams Relative erodibility of the bed and banks All listed here Discharge and hydraulic properties of streams Sediment load of streams ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering As per Lacey’s theory, the silt factor is directly proportional to average par¬ticle size directly proportional to square root of average particle size not related to average particle size inversely proportional to average par¬ticle size directly proportional to average par¬ticle size directly proportional to square root of average particle size not related to average particle size inversely proportional to average par¬ticle size ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The total capacity of a reservoir is 25 million cubic metres and dead storage is 5 million cubic metres. If the average volume of sediment deposition is 0.10 million cubic metre per year, then the usefulness of the reservoir will start reducing after 250 years 200 years 150 years 50 years 250 years 200 years 150 years 50 years ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For the upstream face of an earthen dam, the most adverse condition for stability of slope is steady seepage sloughing of slope sudden drawdown during construction steady seepage sloughing of slope sudden drawdown during construction ANSWER DOWNLOAD EXAMIANS APP
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