Irrigation Engineering Irrigation water having the concentration of Na++ , Ca++ and Mg++ as 20, 3 and 1 Milli equivalent per litre respectively will be classified as high sodium water low sodium water medium sodium water very high sodium water high sodium water low sodium water medium sodium water very high sodium water ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A fall in a canal bed is generally provided, if None of these Ground slope is practically the same as the designed bed slope Designed bed slope exceeds the ground slope Ground slope exceeds the designed bed slope None of these Ground slope is practically the same as the designed bed slope Designed bed slope exceeds the ground slope Ground slope exceeds the designed bed slope 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) m/N (N+l)/m m/(N+l) N/(m+l) m/N (N+l)/m ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A hydraulic jump is generally formed when a stream moving with A hyper-critical velocity meets a stream moving with a hyper-critical velocity A sub-critical velocity meets a stream moving with a hyper-critical velocity A hyper-critical velocity meets a stream moving with a critical velocity A hyper-critical velocity meets a stream moving with a sub-critical velocity A hyper-critical velocity meets a stream moving with a hyper-critical velocity A sub-critical velocity meets a stream moving with a hyper-critical velocity A hyper-critical velocity meets a stream moving with a critical velocity A hyper-critical velocity meets a stream moving with a sub-critical velocity ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If 5 cm 6.0 cm 4.5 cm 4 cm 5 cm 6.0 cm 4.5 cm 4 cm 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 sudden drawdown during construction sloughing of slope steady seepage sudden drawdown during construction sloughing of slope ANSWER DOWNLOAD EXAMIANS APP
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