Irrigation Engineering Coefficient of discharge of an ogee spillway remains constant both (A) and (B) depends on downstream apron interference and downstream submergence depends on depth of approach and upstream slope remains constant both (A) and (B) depends on downstream apron interference and downstream submergence depends on depth of approach and upstream slope ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For smooth entry of water in a canal, the angle between head regulator and water is generally kept 90° 120° 110° 80° 90° 120° 110° 80° ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river bend characterized by silting scouring on concave side and silting on convex side silting on convex side scouring on concave side scouring on convex side and on concave side scouring on concave side and silting on convex side silting on convex side scouring on concave side scouring on convex side and on concave side 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
Irrigation Engineering When a canal is carried over a natural drainage, the structure provided, is known as Aqueduct Syphon Super passage Syphon-aqueduct Aqueduct Syphon Super passage Syphon-aqueduct ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Disposal of extra excavated earth of canals, is utilized to provide a spoil bank on Right side Left side All listed here Both sides Right side Left side All listed here Both sides ANSWER DOWNLOAD EXAMIANS APP
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