Irrigation Engineering A river bend characterized by silting scouring on concave side and silting on convex side silting on convex side scouring on convex side and on concave side scouring on concave side scouring on concave side and silting on convex side silting on convex side scouring on convex side and on concave side scouring on concave side ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In a barrage, the crest level is kept Low with no gates High with no gates Low with large gates High with large gates Low with no gates High with no gates Low with large gates High with large gates ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Bligh's theory of seepage assumes Equal weightage to the horizontal and vertical creep Less weightage to horizontal creep than vertical creep More weightage to horizontal creep than vertical creep Loss of head follows the sine curve Equal weightage to the horizontal and vertical creep Less weightage to horizontal creep than vertical creep More weightage to horizontal creep than vertical creep Loss of head follows the sine curve 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 (1/200) × (B + d)2/3 (1/100) × (B + d)2/3 (1/50) × (B + d)2/3 (1/150) × (B + d)2/3 (1/200) × (B + d)2/3 (1/100) × (B + d)2/3 (1/50) × (B + d)2/3 (1/150) × (B + d)2/3 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 same level higher level lower level any of the above depending on the design same level higher level lower level any of the above depending on the design ANSWER DOWNLOAD EXAMIANS APP
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