Irrigation Engineering The discharge passing over an ogee spillway is given by (where, L is effective length of spillway crest and H is the total head over the spillway crest including velocity head.) CHL3/2 CLH3/2 CLH5/2 CLH1/2 CHL3/2 CLH3/2 CLH5/2 CLH1/2 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that reservoir was not full at the beginning None of these both (A) and (B) demand cannot be met by inflow reservoir was not full at the beginning None of these both (A) and (B) demand cannot be met by inflow ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The ratio of average values of shear stresses produced on the bed and the banks of a channel due to flowing water is greater than 1 less than 1 equal to 1 equal to zero greater than 1 less than 1 equal to 1 equal to zero ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A current meter is used to measure the depth of flow of water discharge None of these velocity of flow of water depth of flow of water discharge None of these velocity of flow of water ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering River training for depth is achieved by groynes both (A) and (B) groynes and bandalling construction of dykes or leavees groynes both (A) and (B) groynes and bandalling construction of dykes or leavees ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For the stability of a structure against seepage pressure according to Khosla's creep theory, the critical gradient is 0.25 Zero 1 0.5 0.25 Zero 1 0.5 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS