Irrigation Engineering The stream which does not have any base flow contribution is called ephemeral stream None of these perennial stream intermittent stream ephemeral stream None of these perennial stream intermittent stream ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If H and d are the water depth and drop in the bed level at a Sarda fall, the width B of the trapezoidal crest, is given by B = 0.55 √(H + d) B = 0.22 √(H + d) B = 0.33 √(H + d) B = 0.44 √(H + d) B = 0.55 √(H + d) B = 0.22 √(H + d) B = 0.33 √(H + d) B = 0.44 √(H + d) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The normal annual precipitation at stations X, A, B and C are 700 mm, 1000 mm, 900 mm and 800 mm respectively. If the storm precipitation at three station A, B and C were 100 mm, 90 mm and 80 mm respectively, then the storm precipitation for station X will be 70mm 105 mm 90 mm 80mm 70mm 105 mm 90 mm 80mm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Horizontal acceleration due to earthquake results in inertia force into the body of the dam None of these both (A) and (B) hydrodynamic pressure inertia force into the body of the dam None of these both (A) and (B) hydrodynamic pressure ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If Δ is the depth of water in metres, B is the number of days of base period and D is the duty in hectare/cumec, the relationship which holds good, is D = (8.6 Δ/B) Δ = (8.6 B/D) D = Δ (8.64 D/B) B = Δ (8.64 B/D) D = (8.6 Δ/B) Δ = (8.6 B/D) D = Δ (8.64 D/B) B = Δ (8.64 B/D) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Bligh's creep theory, percolating water flows along Circular path under the foundation of the dam Straight path under the foundation of the dam None of these The outline of the base of the foundation of the dam Circular path under the foundation of the dam Straight path under the foundation of the dam None of these The outline of the base of the foundation of the dam ANSWER DOWNLOAD EXAMIANS APP
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