Irrigation Engineering Horizontal acceleration due to earthquake results in None of these hydrodynamic pressure inertia force into the body of the dam both (A) and (B) None of these hydrodynamic pressure inertia force into the body of the dam both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to G.W. Pickles the effect of confining the flood water of a river between levee, is to increase Maximum discharge Rate of flood wave Water surface elevation during floods Surface slope of streams above the levied portion Maximum discharge Rate of flood wave Water surface elevation during floods Surface slope of streams above the levied portion ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The ratio of average values of shear stresses produced on the bed and the banks of a channel due to flowing water is equal to zero equal to 1 greater than 1 less than 1 equal to zero equal to 1 greater than 1 less than 1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is 2.00 D 1.75 D 1.25 D 1.50 D 2.00 D 1.75 D 1.25 D 1.50 D ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the optimum depth of kor watering for a crop is 15.12 cm, the outlet factor for the crop for four week period in hectares per cumec, is 1700 1500 1400 1600 1700 1500 1400 1600 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
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