Irrigation Engineering Seepage through embankments in an earthen dam is controlled by drainage filters provision of downstream berms relief wells drain trenches drainage filters provision of downstream berms relief wells drain trenches 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 9.0 cm 7.5 cm 6.0 cm 4.5 cm 9.0 cm 7.5 cm 6.0 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If average particle size of the silt in millimeters is m, the Lacey's silt factor f is proportional to m2/3 m1/2 m1/3 m3 m2/3 m1/2 m1/3 m3 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Kennedy, the critical velocity (V₀) in meters in a channel is the mean velocity which keeps the channel free from silting or scouring. Its value is given by (where m is critical velocity ratio and D is the depth of the channel). V₀ = 0.55 mD0.64 V₀ = 0.84 mD0.64 V₀ = 0.84 mD0.54 V₀ = 0.55 mD0.54 V₀ = 0.55 mD0.64 V₀ = 0.84 mD0.64 V₀ = 0.84 mD0.54 V₀ = 0.55 mD0.54 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering When a canal is carried over a natural drainage, the structure provided, is known as Super passage Aqueduct Syphon-aqueduct Syphon Super passage Aqueduct Syphon-aqueduct Syphon ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The unit hydrograph of a specified duration can be used to evaluate the hydrograph of storms of any duration same and shorter duration same and longer duration same duration only any duration same and shorter duration same and longer duration same duration only ANSWER DOWNLOAD EXAMIANS APP
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