Irrigation Engineering Canals taken off from ice-fed perennial rivers, are known Ridge canals Permanent canals Perennial canals Inundation canals Ridge canals Permanent canals Perennial canals Inundation canals ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the height of the hydraulic gradient line above the floor of thickness t is h and the specific gravity of the material of the floor is G, the minimum thickness t of the floor downstream of the crest-wall, is given by the equation t = (h - 1)/(G - t) t = (h + 1)/(G + t) t = (h + 1)/G t = (h - 1)/(G + t) t = (h - 1)/(G - t) t = (h + 1)/(G + t) t = (h + 1)/G t = (h - 1)/(G + t) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the critical shear stress of a channel is XC, then the average value of shear stress required to move the grain on the bank is 0.5 XC 0.75 TC XC 1.33 TC 0.5 XC 0.75 TC XC 1.33 TC ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For the upstream face of an earthen dam, the most adverse condition for stability of slope is during construction sloughing of slope steady seepage sudden drawdown during construction sloughing of slope steady seepage sudden drawdown ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Garnett's diagrams are used for graphical solution of design equations of a canal by Kennedy's theory Lacey's theory Lindlay theory Gibb's theory Kennedy's theory Lacey's theory Lindlay theory Gibb's theory ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The flow of water after spilling over the weir crest in chute spillway and side channel spillway respectively are At right angle to weir crest in both At right angle and parallel to weir crest Parallel and at right angle to weir crest Parallel to weir crest in both At right angle to weir crest in both At right angle and parallel to weir crest Parallel and at right angle to weir crest Parallel to weir crest in both ANSWER DOWNLOAD EXAMIANS APP
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