Irrigation Engineering Interception losses are due toi) evaporationii) transpirationiii) stream flowThe correct answer is only (i) (ii) and (iii) (i), (ii) and (iii) (i)and(ii) only (i) (ii) and (iii) (i), (ii) and (iii) (i)and(ii) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Which of the following is a non-recording raingauge ? Simon’s raingauge tipping bucket type raingauge Steven’s weighing type raingauge floating type raingauge Simon’s raingauge tipping bucket type raingauge Steven’s weighing type raingauge floating type raingauge ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If 4 cm 5 cm 4.5 cm 6.0 cm 4 cm 5 cm 4.5 cm 6.0 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Infiltration capacity changes with location is a constant factor changes with time changes with both time and location changes with location is a constant factor changes with time changes with both time and location ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For smooth entry of water in a canal, the angle between head regulator and water is generally kept 80° 120° 90° 110° 80° 120° 90° 110° ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The velocity of drainage water in the barrels of a syphon-aqueduct, is normally limited to 3 to 4 m per second 1 to 2 m per second 4 to 5 m per second 2 to 3 m per second 3 to 4 m per second 1 to 2 m per second 4 to 5 m per second 2 to 3 m per second ANSWER DOWNLOAD EXAMIANS APP
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