Irrigation Engineering If the R.L’s of canal bed level and high flood level of drainage are 212.0 m and 210.0 m respectively, then cross drainage work will be aqueduct syphon aqueduct syphon superpassage aqueduct syphon aqueduct syphon superpassage ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The flow-mass curve is graphical representation of Cumulative discharge, volume and time in chronological order Discharge and time in chronological order Cumulative discharge and time Discharge and percentage probability of flow being equaled or exceeded Cumulative discharge, volume and time in chronological order Discharge and time in chronological order Cumulative discharge and time Discharge and percentage probability of flow being equaled or exceeded ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The maximum permissible eccentricity for no tension at the base of a gravity dam is B/2 B/3 B/4 B/6 B/2 B/3 B/4 B/6 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For the upstream face of an earthen dam, the most adverse condition for stability of slope is sudden drawdown steady seepage during construction sloughing of slope sudden drawdown steady seepage during construction sloughing of slope ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The amount of irrigation water required to meet the evapotranspiration needs of the crop during its full growth is called effective rainfall consumptive irrigation requirement consumptive use net irrigation requirement effective rainfall consumptive irrigation requirement consumptive use net irrigation requirement ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river training work is generally required when the river is Meandering All of these Degrading Aggrading Meandering All of these Degrading Aggrading ANSWER DOWNLOAD EXAMIANS APP
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