Irrigation Engineering Hydrodynamic pressure due to earthquake acts at a height of 4H/3π below the water surface, where H is the depth of water 3H/4π below the water surface 3H/4π above the base 4H/3π above the base 4H/3π below the water surface, where H is the depth of water 3H/4π below the water surface 3H/4π above the base 4H/3π above the base ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If 5 cm 4 cm 4.5 cm 6.0 cm 5 cm 4 cm 4.5 cm 6.0 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Irrigation canals are generally aligned along Ridge line Straight line Contour line Valley line Ridge line Straight line Contour line Valley line ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The water face of the guide banks, is protected by Two man stone pitching One men stone pitching Four man stone pitching Three man stone pitching Two man stone pitching One men stone pitching Four man stone pitching Three man stone pitching ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering S-hydrograph is used to obtain unit hydrograph of longer duration from shorter duration both (A) and (B) shorter duration from longer duration None of these longer duration from shorter duration both (A) and (B) shorter duration from longer duration None of these 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 105 mm 80mm 90 mm 70mm 105 mm 80mm 90 mm 70mm ANSWER DOWNLOAD EXAMIANS APP
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