Irrigation Engineering The relation between probability (P) and recurrence interval (T) is given by PT2 = 1 PT = 1 P/T2 = 1 P/T = 1 PT2 = 1 PT = 1 P/T2 = 1 P/T = 1 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/√3 R 5V²/2R 2V²/5R 3V²/4R 2V²/√3 R 5V²/2R 2V²/5R 3V²/4R ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For an annual flood series arranged in descending order of magnitude, the return for a magnitude listed at position period m in a total data N is m/(N+l) N/(m+l) (N+l)/m m/N m/(N+l) N/(m+l) (N+l)/m m/N ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The difference in level between the top of a bank and supply level in a canal, is called Berm Free board None of these Height of bank Berm Free board None of these Height of bank ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In a Sarda type fall, the rectangular crest, may be used for discharge up to 6 cumecs 14 cumecs 20 cumecs 10 cumecs 6 cumecs 14 cumecs 20 cumecs 10 cumecs ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The ratio of the rate of change of discharge of an outlet to the rate of change in level of water surface in a distributary at its normal depth, is known as Sensitivity Efficiency Flexibility Modular limit Sensitivity Efficiency Flexibility Modular limit ANSWER DOWNLOAD EXAMIANS APP
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