Irrigation Engineering The shape of recession limb of a hydrograph depends upon Storm characteristics only None of these Basin characteristics only Both (A) and (B) Storm characteristics only None of these Basin characteristics only Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If B and d are the bed width and depth of a channel in meters, the combined losses due to evaporation and seepage in cumecs per kilometer length of the channel, is (1/100) × (B + d)2/3 (1/200) × (B + d)2/3 (1/150) × (B + d)2/3 (1/50) × (B + d)2/3 (1/100) × (B + d)2/3 (1/200) × (B + d)2/3 (1/150) × (B + d)2/3 (1/50) × (B + d)2/3 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Bligh's theory of seepage assumes More weightage to horizontal creep than vertical creep Loss of head follows the sine curve Less weightage to horizontal creep than vertical creep Equal weightage to the horizontal and vertical creep More weightage to horizontal creep than vertical creep Loss of head follows the sine curve Less weightage to horizontal creep than vertical creep Equal weightage to the horizontal and vertical creep 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 4.5 cm 6.0 cm 9.0 cm 7.5 cm 4.5 cm 6.0 cm 9.0 cm 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 two divide walls and two undersluices one divide wall and two undersluices one divide wall and one undersluice two divide walls and one undersluice two divide walls and two undersluices one divide wall and two undersluices ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If average particle size of the silt in millimeters is m, the Lacey's silt factor f is proportional to m1/3 m1/2 m3 m2/3 m1/3 m1/2 m3 m2/3 ANSWER DOWNLOAD EXAMIANS APP
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