Irrigation Engineering Borrow pits should preferably be located in Central half width of the section of the canal Fields on both sides of the canal Field on the right side of the canal Field on the left side of the canal Central half width of the section of the canal Fields on both sides of the canal Field on the right side of the canal Field on the left side of the canal ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Canals constructed for draining off water from water logged areas, are known Valley canals Contour canals Drains Inundation canals Valley canals Contour canals Drains Inundation canals ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Process of meandering is due to Relative erodibility of the bed and banks All listed here Discharge and hydraulic properties of streams Sediment load of streams Relative erodibility of the bed and banks All listed here Discharge and hydraulic properties of streams Sediment load of streams ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the optimum depth of kor watering for a crop is 15.12 cm, the outlet factor for the crop for four week period in hectares per cumec, is 1400 1700 1500 1600 1400 1700 1500 1600 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A minimum of 90 cm free board is provided if the discharge in the canal is between Over 60 cumecs Over 100 cumecs 30 to 33 cumecs 30 to 60 cumecs Over 60 cumecs Over 100 cumecs 30 to 33 cumecs 30 to 60 cumecs ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The velocity of drainage water in the barrels of a syphon-aqueduct, is normally limited to 4 to 5 m per second 3 to 4 m per second 1 to 2 m per second 2 to 3 m per second 4 to 5 m per second 3 to 4 m per second 1 to 2 m per second 2 to 3 m per second ANSWER DOWNLOAD EXAMIANS APP
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