Irrigation Engineering Unit of runoff in M.K.S. system is cubic metre/sec metre/sec square metre cubic metre cubic metre/sec metre/sec square metre cubic metre ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If d1 is the depth of cutting, d2 is the height of the bank from bed level r2 : 1 and r1 : 1 are the slopes in filling and cutting respectively, the horizontal distance n between the bed and bank, is x = r2 d2 x = d1 / r1 x = d2 / r2 x = r1 d1 x = r2 d2 x = d1 / r1 x = d2 / r2 x = r1 d1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The width of a meander belt is the transverse distance between None of these Apex point of one curve and apex point of the reserve curve Apex point and the crossing Two banks of meandering river None of these Apex point of one curve and apex point of the reserve curve Apex point and the crossing Two banks of meandering river ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A 70% index of wetness means rain excess of 30% rain deficiency of 30% rain deficiency of 70% None of these rain excess of 30% rain deficiency of 30% rain deficiency of 70% None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The main cause of meandering is degradation presence of an excessive bed slope in the river None of these the extra turbulence generated by the excess of river sediment during floods degradation presence of an excessive bed slope in the river None of these the extra turbulence generated by the excess of river sediment during floods ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by period of storm total rainfall direct runoff volume None of these period of storm total rainfall direct runoff volume None of these ANSWER DOWNLOAD EXAMIANS APP
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