Irrigation Engineering For supplying water to rabi crop, kharif crop and sugarcane, the channel is designed for a capacity equal to the greater of the water requirement of rabi and kharif or sugarcane rabi or kharif rabi and sugarcane or kharif and sugarcane rabi or kharif or sugarcane rabi and kharif or sugarcane rabi or kharif rabi and sugarcane or kharif and sugarcane rabi or kharif or sugarcane ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A hydraulic structure is designed to withstand Seepage forces Hydraulic jump All of these Hydraulic pressure Seepage forces Hydraulic jump All of these Hydraulic pressure ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Silt excluders are constructed on the river bed downstream of head regulator river bed upstream of head regulator canal bed upstream of head regulator canal bed downstream of head regulator river bed downstream of head regulator river bed upstream of head regulator canal bed upstream of head regulator canal bed downstream of head regulator 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 7.2 xlO6 0.2 x 106 2.4 xlO6 0.6 x 106 7.2 xlO6 0.2 x 106 2.4 xlO6 0.6 x 106 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Side slopes generally kept for canals in loam soil, are: Neither (A) nor (B) Both (A) and (B) 1 : 1 in cutting and 1½ : 1 in filling 1½ : 1 in cutting and 2 : 1 in filling Neither (A) nor (B) Both (A) and (B) 1 : 1 in cutting and 1½ : 1 in filling 1½ : 1 in cutting and 2 : 1 in filling ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The maximum average depth due to one day storm over an area of 100 km2 is 100 mm. Depth-Area-Duration (DAD) curves indicate that for the same area of 100 km2 the maximum average depth for a 3 hour storm will be None of these less than 100 mm more than 100 mm 100 mm None of these less than 100 mm more than 100 mm 100 mm ANSWER DOWNLOAD EXAMIANS APP
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