Irrigation Engineering The most suitable material for the central impervious core of a zoned embankment type dam is silty clay coarse sand clay mixed with fine sand clay silty clay coarse sand clay mixed with fine sand clay ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the area of its cross-section, is R (θ + cot θ) R2 (θ + tan θ) R (θ + tan θ) R2 (θ + cot θ) R (θ + cot θ) R2 (θ + tan θ) R (θ + tan θ) R2 (θ + cot θ) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be 19m 38m 91m 15m 19m 38m 91m 15m ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Borrow pits should preferably be located in Fields on both sides of the canal Central half width of the section of the canal Field on the left side of the canal Field on the right side of the canal Fields on both sides of the canal Central half width of the section of the canal Field on the left side of the canal Field on the right side of the canal 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 equal to zero greater than 1 less than 1 equal to 1 equal to zero greater than 1 less than 1 equal to 1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The relation between probability (P) and recurrence interval (T) is given by P/T = 1 PT = 1 PT2 = 1 P/T2 = 1 P/T = 1 PT = 1 PT2 = 1 P/T2 = 1 ANSWER DOWNLOAD EXAMIANS APP
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