Irrigation Engineering For designing the venturi head, Width of the throat should not be less than one-third of the bed width of main canal All listed here Length of the throat should be 2.5 times the depth measured to F.S.L. in the main canal Minimum throat width should not be less than 60 cm Width of the throat should not be less than one-third of the bed width of main canal All listed here Length of the throat should be 2.5 times the depth measured to F.S.L. in the main canal Minimum throat width should not be less than 60 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Attracting groynes are built None of these Inclined down stream Perpendicular to the bank Inclined up stream None of these Inclined down stream Perpendicular to the bank Inclined up stream ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The depth of rice root zone, is 90 cm 60 cm 80 cm 50 cm 90 cm 60 cm 80 cm 50 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river is said to be of All of these Degrading type if it cuts its bed to a certain slope Aggrading type if it builds up its bed to a certain slope Meandering type if it flows in sinuous curve All of these Degrading type if it cuts its bed to a certain slope Aggrading type if it builds up its bed to a certain slope Meandering type if it flows in sinuous curve 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 : Both A and R are true and R is the correct explanation of A Both A and R are true but R is not the correct explanation of A A is true but R is false A is false but R is true Both A and R are true and R is the correct explanation of A Both A and R are true but R is not the correct explanation of A A is true but R is false A is false but R is true ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by None of these total rainfall period of storm direct runoff volume None of these total rainfall period of storm direct runoff volume ANSWER DOWNLOAD EXAMIANS APP
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