Irrigation Engineering Optimum depth of kor watering for rice is 165 mm 215 mm 135 mm 190 mm 165 mm 215 mm 135 mm 190 mm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The net head under which the turbine reaches its peak efficiency at synchronous speed is called gross head design head operating head rated head gross head design head operating head rated head ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Process of meandering is due to Relative erodibility of the bed and banks Discharge and hydraulic properties of streams All listed here Sediment load of streams Relative erodibility of the bed and banks Discharge and hydraulic properties of streams All listed here Sediment load of streams ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A counter berm is A horizontal benching provided on the outside slope A vertical benching provided on the inner edge of the bank A horizontal benching provided on the inside slope A vertical benching provided on the outer edge of the bank A horizontal benching provided on the outside slope A vertical benching provided on the inner edge of the bank A horizontal benching provided on the inside slope A vertical benching provided on the outer edge of the bank ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For the design of major hydraulic structures on the canals, the method generally preferred to, is based on Bligh's theory Electrical analogy method The relaxation method Khosla's method of independent variables Bligh's theory Electrical analogy method The relaxation method Khosla's method of independent variables ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The peak of a 4 hour flood hydrograph is 240 m3/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m3/sec, then the peak of 4-hours unit hydrograph will be 20 m3/sec 35 m3/sec 30 m3/sec 25 m3/sec 20 m3/sec 35 m3/sec 30 m3/sec 25 m3/sec ANSWER DOWNLOAD EXAMIANS APP
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