Irrigation Engineering Hydrograph is the graphical representation of runoff and time surface runoff and time ground waterflow and time rainfall and time runoff and time surface runoff and time ground waterflow and time rainfall and time 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)2/3 D = 0.47 (Q/f)1/3 D = 0.47 (Q/f) D = 0.47 (Q/f)1/2 D = 0.47 (Q/f)2/3 D = 0.47 (Q/f)1/3 D = 0.47 (Q/f) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If water table is comparatively high, the irrigation canal becomes useless, due to Water logging of the cultivated areas Uncertain water demand All of these Large amount of seepage Water logging of the cultivated areas Uncertain water demand All of these Large amount of seepage ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering To hold hydraulic jumps, baffle walls are provided in Montague type falls English type falls Sarda type falls Vertical type falls Montague type falls English type falls Sarda type falls Vertical type falls ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Vertical drop fall is satisfactory for a height upto 0.5 m 5.0 m 3.5 m 1.5 m 0.5 m 5.0 m 3.5 m 1.5 m ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If d is the depth of the aquifer through which water is flowing, then the relationship between permeability k and transmissible T is given by T= Vkd T = kd T = k/d k= VTd T= Vkd T = kd T = k/d k= VTd ANSWER DOWNLOAD EXAMIANS APP
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