Irrigation Engineering The stream which does not have any base flow contribution is called intermittent stream perennial stream ephemeral stream None of these intermittent stream perennial stream ephemeral stream None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For the stability of a structure against seepage pressure according to Khosla's creep theory, the critical gradient is 1 0.25 0.5 Zero 1 0.25 0.5 Zero ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Seepage through foundation in an earthen dam is controlled by providing rock toe impervious cut off horizontal blanket chimney drain rock toe impervious cut off horizontal blanket chimney drain ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is 2.4 xlO6 7.2 xlO6 0.2 x 106 0.6 x 106 2.4 xlO6 7.2 xlO6 0.2 x 106 0.6 x 106 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be 19m 91m 38m 15m 19m 91m 38m 15m ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Attracting groynes are built Perpendicular to the bank None of these Inclined up stream Inclined down stream Perpendicular to the bank None of these Inclined up stream Inclined down stream ANSWER DOWNLOAD EXAMIANS APP
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