Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If 4.5 cm 4 cm 6.0 cm 5 cm 4.5 cm 4 cm 6.0 cm 5 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The main cause of meandering is None of these degradation the extra turbulence generated by the excess of river sediment during floods presence of an excessive bed slope in the river None of these degradation the extra turbulence generated by the excess of river sediment during floods presence of an excessive bed slope in the river ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Attracting groynes are built None of these Inclined down stream Inclined up stream Perpendicular to the bank None of these Inclined down stream Inclined up stream Perpendicular to the bank 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 = 0.55 mD0.54 V₀ = 0.84 mD0.54 V₀ = 0.55 mD0.64 V₀ = 0.84 mD0.64 V₀ = 0.55 mD0.54 V₀ = 0.84 mD0.54 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In North Indian Plains, optimum depth of kor watering for wheat, is 19.0 cm 23.0 cm 17.5 cm 13.5 cm 19.0 cm 23.0 cm 17.5 cm 13.5 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A counter berm is A vertical benching provided on the inner edge of the bank A horizontal benching provided on the inside slope A vertical benching provided on the outer edge of the bank A horizontal benching provided on the outside slope A vertical benching provided on the inner edge of the bank A horizontal benching provided on the inside slope A vertical benching provided on the outer edge of the bank A horizontal benching provided on the outside slope ANSWER DOWNLOAD EXAMIANS APP
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