Irrigation Engineering Optimum depth of kor watering for rice is 215 mm 190 mm 135 mm 165 mm 215 mm 190 mm 135 mm 165 mm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The minimum size of stone that will remain at rest in a channel of longitudinal slope S and hydraulic mean depth R is given by 4RS 11RS 7RS 15 RS 4RS 11RS 7RS 15 RS ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The normal annual precipitation at stations X, A, B and C are 700 mm, 1000 mm, 900 mm and 800 mm respectively. If the storm precipitation at three station A, B and C were 100 mm, 90 mm and 80 mm respectively, then the storm precipitation for station X will be 80mm 70mm 90 mm 105 mm 80mm 70mm 90 mm 105 mm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river bend characterized by silting silting on convex side scouring on convex side and on concave side scouring on concave side scouring on concave side and silting on convex side silting on convex side scouring on convex side and on concave side scouring on concave side scouring on concave side and silting on convex side ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The optimum depth of kor watering for a rice crop, is 17.5 cm 19.0 cm 23.0 cm 13.5 cm 17.5 cm 19.0 cm 23.0 cm 13.5 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If B and d are the bed width and depth of a channel in meters, the combined losses due to evaporation and seepage in cumecs per kilometer length of the channel, is (1/150) × (B + d)2/3 (1/50) × (B + d)2/3 (1/100) × (B + d)2/3 (1/200) × (B + d)2/3 (1/150) × (B + d)2/3 (1/50) × (B + d)2/3 (1/100) × (B + d)2/3 (1/200) × (B + d)2/3 ANSWER DOWNLOAD EXAMIANS APP
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