Irrigation Engineering The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by total rainfall None of these period of storm direct runoff volume total rainfall None of these period of storm direct runoff volume ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A counter berm is 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 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 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 2V²/5R 2V²/√3 R 3V²/4R 5V²/2R 2V²/5R 2V²/√3 R 3V²/4R 5V²/2R ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In a Sarda type fall, the rectangular crest, may be used for discharge up to 10 cumecs 14 cumecs 6 cumecs 20 cumecs 10 cumecs 14 cumecs 6 cumecs 20 cumecs ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A unit hydro graph has one unit of time base of direct runoff rainfall duration rainfall excess discharge time base of direct runoff rainfall duration rainfall excess discharge ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A land is known as waterlogged when the permanent wilting point is reached capillary fringe reaches the root zone of plants None of these when gravity drainage has ceased when the permanent wilting point is reached capillary fringe reaches the root zone of plants None of these when gravity drainage has ceased ANSWER DOWNLOAD EXAMIANS APP
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