Irrigation Engineering Canals constructed for draining off water from water logged areas, are known Drains Inundation canals Valley canals Contour canals Drains Inundation canals Valley canals Contour canals ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If d is the depth of the aquifer through which water is flowing, then the relationship between permeability k and transmissible T is given by k= VTd T= Vkd T = k/d T = kd k= VTd T= Vkd T = k/d T = kd ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For smooth entry of water in a canal, the angle between head regulator and water is generally kept 90° 110° 80° 120° 90° 110° 80° 120° ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Khosla, the exits gradient of surface flow Is independent of the depths of d/s cut off walls Is independent of the b/d ratio Depends upon the b/d ratio None of these Is independent of the depths of d/s cut off walls Is independent of the b/d ratio Depends upon the b/d ratio None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Bligh's theory of seepage assumes Loss of head follows the sine curve More weightage to horizontal creep than vertical creep Less weightage to horizontal creep than vertical creep Equal weightage to the horizontal and vertical creep Loss of head follows the sine curve More weightage to horizontal creep than vertical creep Less weightage to horizontal creep than vertical creep Equal weightage to the horizontal and vertical creep ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If V₀ is the critical velocity of a channel, its silt transporting power, according to Kennedy, is proportional to V₀3/2 V₀1/2 V₀5/2 V₀7/2 V₀3/2 V₀1/2 V₀5/2 V₀7/2 ANSWER DOWNLOAD EXAMIANS APP
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