Irrigation Engineering Infiltration capacity changes with time changes with location is a constant factor changes with both time and location changes with time changes with location is a constant factor changes with both time and location ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For standing crops in undulating sandy fields, the best method of irrigation, is Free flooding Check method Furrow method Sprinkler irrigation Free flooding Check method Furrow method Sprinkler irrigation ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Cyclonic precipitation is caused by lifting of an air mass due to temperature difference natural topographical barriers pressure difference All of these temperature difference natural topographical barriers pressure difference All of these 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 k= VTd T= Vkd T = k/d T = kd k= VTd T= Vkd T = k/d T = kd 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) D = 0.47 (Q/f)1/3 D = 0.47 (Q/f)1/2 D = 0.47 (Q/f)2/3 D = 0.47 (Q/f) D = 0.47 (Q/f)1/3 D = 0.47 (Q/f)1/2 D = 0.47 (Q/f)2/3 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For an annual flood series arranged in descending order of magnitude, the return for a magnitude listed at position period m in a total data N is (N+l)/m N/(m+l) m/N m/(N+l) (N+l)/m N/(m+l) m/N m/(N+l) ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS