Irrigation Engineering In rigid module, the discharge Is independent of water levels in the distributary and water course Depends upon the water level in distributary Depends upon the water levels of both, i.e. distributary and water course Depends upon the water level in the water course Is independent of water levels in the distributary and water course Depends upon the water level in distributary Depends upon the water levels of both, i.e. distributary and water course Depends upon the water level in the water course ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Canals taken off from ice-fed perennial rivers, are known Perennial canals Permanent canals Ridge canals Inundation canals Perennial canals Permanent canals Ridge canals Inundation canals ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The total capacity of a reservoir is 25 million cubic metres and dead storage is 5 million cubic metres. If the average volume of sediment deposition is 0.10 million cubic metre per year, then the usefulness of the reservoir will start reducing after 200 years 150 years 250 years 50 years 200 years 150 years 250 years 50 years ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is 0.6 x 106 2.4 xlO6 7.2 xlO6 0.2 x 106 0.6 x 106 2.4 xlO6 7.2 xlO6 0.2 x 106 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is 1.75 D 2.00 D 1.25 D 1.50 D 1.75 D 2.00 D 1.25 D 1.50 D ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For smooth entry of water in a canal, the angle between head regulator and water is generally kept 120° 110° 80° 90° 120° 110° 80° 90° ANSWER DOWNLOAD EXAMIANS APP
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