Irrigation Engineering For the upstream face of an earthen dam, the most adverse condition for stability of slope is during construction sudden drawdown sloughing of slope steady seepage during construction sudden drawdown sloughing of slope steady seepage ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Which of the following methods is used to estimate flood discharge based on high water marks left over in the past ? moving boat method ultra-sonic method area-velocity method slope-area method moving boat method ultra-sonic method area-velocity method slope-area method ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The "outlet discharge factor" is the duty at the head of branch canal watercourse distributory main canal branch canal watercourse distributory main canal 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 3V²/4R 5V²/2R 2V²/5R 2V²/√3 R 3V²/4R 5V²/2R 2V²/5R 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 N/(m+l) m/(N+l) (N+l)/m m/N N/(m+l) m/(N+l) (N+l)/m m/N ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Khosla, the exits gradient of surface flow Is independent of the depths of d/s cut off walls Is independent of the b/d ratio None of these Depends upon the b/d ratio Is independent of the depths of d/s cut off walls Is independent of the b/d ratio None of these Depends upon the b/d ratio ANSWER DOWNLOAD EXAMIANS APP
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