Irrigation Engineering If the risk of a flood occurring in the next 10 years is accepted to 10%, then the return period for design should be 1/(1+ 0.9010) 1 + (0.9)010 1/(1-0.9°10) 1 – (0.9)°l0 1/(1+ 0.9010) 1 + (0.9)010 1/(1-0.9°10) 1 – (0.9)°l0 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that None of these reservoir was not full at the beginning both (A) and (B) demand cannot be met by inflow None of these reservoir was not full at the beginning both (A) and (B) demand cannot be met by inflow ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Infiltration capacity changes with time is a constant factor changes with location changes with both time and location changes with time is a constant factor changes with location changes with both time and location ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The total capacity of a reservoir is 25 million cubic metres and dead storage is 5 million cubic metres. If the average volume of sediment deposition is 0.10 million cubic metre per year, then the usefulness of the reservoir will start reducing after 150 years 50 years 250 years 200 years 150 years 50 years 250 years 200 years ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div=""> 7.5 cm 6.0 cm 9.0 cm 4.5 cm 7.5 cm 6.0 cm 9.0 cm 4.5 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For diversion of flood water of rivers, the type of canal constructed, is Ridge canal Inundation canal Perennial canal Canal Ridge canal Inundation canal Perennial canal Canal ANSWER DOWNLOAD EXAMIANS APP
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