Irrigation Engineering For a proportional outlet, the flexibility is 1 greater than 1 zero between zero and 1 1 greater than 1 zero between zero and 1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If D is the depth of scour below original bed, then the width of launching apron is generally taken as 1.2 D 2.5 D 1.5 D 2.0 D 1.2 D 2.5 D 1.5 D 2.0 D ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The sinuosity of a meander is the ratio of None of these Meander length and half width of the river Meander length and the width of meander Curved length and the straight distance None of these Meander length and half width of the river Meander length and the width of meander Curved length and the straight distance ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Finally formed berms in canals are provided for Strengthening of banks All of these Protection of banks erosion by the waves Control of seepage losses Strengthening of banks All of these Protection of banks erosion by the waves Control of seepage losses ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The normal annual precipitation at stations X, A, B and C are 700 mm, 1000 mm, 900 mm and 800 mm respectively. If the storm precipitation at three station A, B and C were 100 mm, 90 mm and 80 mm respectively, then the storm precipitation for station X will be 70mm 90 mm 80mm 105 mm 70mm 90 mm 80mm 105 mm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The best unit duration of storm for a unit hydrograph is equal to basin lag 1 hour one-half of basin lag one-fourth of basin lag equal to basin lag 1 hour one-half of basin lag one-fourth of basin lag ANSWER DOWNLOAD EXAMIANS APP
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