Irrigation Engineering A counter berm is A vertical benching provided on the inner edge of the bank A horizontal benching provided on the inside slope A vertical benching provided on the outer edge of the bank A horizontal benching provided on the outside slope A vertical benching provided on the inner edge of the bank A horizontal benching provided on the inside slope A vertical benching provided on the outer edge of the bank A horizontal benching provided on the outside slope ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering As compared to gravity dams, earthen dams require sound rock foundations are less susceptible to failure require less skilled labour are costlier require sound rock foundations are less susceptible to failure require less skilled labour are costlier 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 1 0.5 Zero 0.25 1 0.5 Zero ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The rainfall on five successive days were measured as 100 mm, 80 mm, 60 mm, 40 mm and 20 mm respectively. If the infiltration index or the storm loss rate for the catchment area is earlier estimated as 50 mm/day, the total surface run off will be 90 mm 140 mm 50 mm 60 mm 90 mm 140 mm 50 mm 60 mm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Assertion A : To estimate the rainfall over a catchment, the number of raingauges required per unit area is large for hilly areas.Reason R : Rainfall gradient is steep.Select your correct answer according to the coding system given below : A is true but R is false Both A and R are true but R is not the correct explanation of A A is false but R is true Both A and R are true and R is the correct explanation of A A is true but R is false Both A and R are true but R is not the correct explanation of A A is false but R is true Both A and R are true and R is the correct explanation of A ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Kennedy, the critical velocity (V₀) in meters in a channel is the mean velocity which keeps the channel free from silting or scouring. Its value is given by (where m is critical velocity ratio and D is the depth of the channel). V₀ = 0.55 mD0.64 V₀ = 0.84 mD0.54 V₀ = 0.55 mD0.54 V₀ = 0.84 mD0.64 V₀ = 0.55 mD0.64 V₀ = 0.84 mD0.54 V₀ = 0.55 mD0.54 V₀ = 0.84 mD0.64 ANSWER DOWNLOAD EXAMIANS APP
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