Irrigation Engineering The scour depth D of a river during flood, may be calculated from the Lacey's equation D = 0.47 (Q/f)1/2 D = 0.47 (Q/f)2/3 D = 0.47 (Q/f)1/3 D = 0.47 (Q/f) D = 0.47 (Q/f)1/2 D = 0.47 (Q/f)2/3 D = 0.47 (Q/f)1/3 D = 0.47 (Q/f) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The ratio of the rate of change of discharge of an outlet and parent channel, is known as Sensitivity Efficiency Flexibility Modular limit Sensitivity Efficiency Flexibility Modular limit ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If there are two canals taking off from each flank of a river, then there will be one divide wall and one undersluice two divide walls and one undersluice one divide wall and two undersluices two divide walls and two undersluices one divide wall and one undersluice two divide walls and one undersluice one divide wall and two undersluices two divide walls and two undersluices ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering As compared to crest of the normal portion of the weir, the crest of the under sluice portion of weir is kept at higher level any of the above depending on the design same level lower level higher level any of the above depending on the design same level lower level ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div=""> 4.5 cm 7.5 cm 9.0 cm 6.0 cm 4.5 cm 7.5 cm 9.0 cm 6.0 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The maximum average depth due to one day storm over an area of 100 km2 is 100 mm. Depth-Area-Duration (DAD) curves indicate that for the same area of 100 km2 the maximum average depth for a 3 hour storm will be more than 100 mm less than 100 mm 100 mm None of these more than 100 mm less than 100 mm 100 mm None of these ANSWER DOWNLOAD EXAMIANS APP
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