Irrigation Engineering The main cause of meandering is the extra turbulence generated by the excess of river sediment during floods presence of an excessive bed slope in the river degradation None of these the extra turbulence generated by the excess of river sediment during floods presence of an excessive bed slope in the river degradation None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If A is the area of the surface, x̅ is the depth of its C.G. from the surface of the water and ω is the density of water, then Total pressure on the surface is equal to ωx̅ Depth of the point at which total pressure acts is equal to its moment of inertia divided by Ax̅ Depth of the centre of pressure is 2/3H vertically below the surface All listed here Total pressure on the surface is equal to ωx̅ Depth of the point at which total pressure acts is equal to its moment of inertia divided by Ax̅ Depth of the centre of pressure is 2/3H vertically below the surface All listed here ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The scour depth D of a river during flood, may be calculated from the Lacey's equation D = 0.47 (Q/f)1/2 D = 0.47 (Q/f)1/3 D = 0.47 (Q/f)2/3 D = 0.47 (Q/f) D = 0.47 (Q/f)1/2 D = 0.47 (Q/f)1/3 D = 0.47 (Q/f)2/3 D = 0.47 (Q/f) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The ratio of the discharge over a trapezoidal crest to a rectangular crest of Sarda falls of identical parameters, is 1.084 1.074 1.064 1.054 1.084 1.074 1.064 1.054 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The relation between probability (P) and recurrence interval (T) is given by P/T2 = 1 P/T = 1 PT = 1 PT2 = 1 P/T2 = 1 P/T = 1 PT = 1 PT2 = 1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Hydrograph is the graphical representation of rainfall and time surface runoff and time runoff and time ground waterflow and time rainfall and time surface runoff and time runoff and time ground waterflow and time ANSWER DOWNLOAD EXAMIANS APP
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