Irrigation Engineering A river bend characterized by silting scouring on concave side and silting on convex side scouring on convex side and on concave side scouring on concave side silting on convex side scouring on concave side and silting on convex side scouring on convex side and on concave side scouring on concave side silting on convex side ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A current meter is used to measure the discharge None of these depth of flow of water velocity of flow of water discharge None of these depth of flow of water velocity of flow of water ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The best unit duration of storm for a unit hydrograph is one-half of basin lag 1 hour one-fourth of basin lag equal to basin lag one-half of basin lag 1 hour one-fourth of basin lag equal to basin lag ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The scour depth D of a river during flood, may be calculated from the Lacey's equation D = 0.47 (Q/f)2/3 D = 0.47 (Q/f) D = 0.47 (Q/f)1/3 D = 0.47 (Q/f)1/2 D = 0.47 (Q/f)2/3 D = 0.47 (Q/f) D = 0.47 (Q/f)1/3 D = 0.47 (Q/f)1/2 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The ratio of the quantity of water stored in the root zone of the crops to the quantity of water actually delivered in the field is known as water application efficiency None of these water conveyance efficiency water use efficiency water application efficiency None of these water conveyance efficiency water use efficiency ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A fall which maintains its depth, is A rectangular notch fall All listed here A low weir fall A trapezoidal notch fall A rectangular notch fall All listed here A low weir fall A trapezoidal notch fall ANSWER DOWNLOAD EXAMIANS APP