Irrigation Engineering Which of the following is a flexible outlet ? None of these Gibb’s outlet Kennedy’s gauge outlet submerged pipe outlet None of these Gibb’s outlet Kennedy’s gauge outlet submerged pipe outlet ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If B and d are the bed width and depth of a channel in meters, the combined losses due to evaporation and seepage in cumecs per kilometer length of the channel, is (1/100) × (B + d)2/3 (1/200) × (B + d)2/3 (1/50) × (B + d)2/3 (1/150) × (B + d)2/3 (1/100) × (B + d)2/3 (1/200) × (B + d)2/3 (1/50) × (B + d)2/3 (1/150) × (B + d)2/3 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A unit hydro graph has one unit of time base of direct runoff rainfall excess discharge rainfall duration time base of direct runoff rainfall excess discharge rainfall duration ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In case of non-availability of space due to topography, the most suitable spillway is chute spillway straight drop spillway ogee spillway shaft spillway chute spillway straight drop spillway ogee spillway shaft spillway ANSWER DOWNLOAD EXAMIANS APP
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 or kharif rabi or kharif or sugarcane rabi and kharif or sugarcane rabi and sugarcane or kharif and sugarcane rabi or kharif rabi or kharif or sugarcane rabi and kharif or sugarcane rabi and sugarcane or kharif and sugarcane ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Lacey's equation for calculating flood discharge in rivers, is V = 10.8 R1/2 S1/2 V = 10.8 R2/3 S1/2 V = 10.8 R2/3 S1/3 V = 10.8 R1/3 S2/3 V = 10.8 R1/2 S1/2 V = 10.8 R2/3 S1/2 V = 10.8 R2/3 S1/3 V = 10.8 R1/3 S2/3 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS