Irrigation Engineering When a canal and a drainage approach each other at the same level, the structure so provided, is An aqueduct Inlet and outlet A level crossing A syphon An aqueduct Inlet and outlet A level crossing A syphon 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/(m+l) m/(N+l) m/N (N+l)/m N/(m+l) m/(N+l) m/N (N+l)/m ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river bend characterized by silting scouring on concave side scouring on concave side and silting on convex side silting on convex side scouring on convex side and on concave side scouring on concave side scouring on concave side and silting on convex side silting on convex side scouring on convex side and on concave side ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The kor depth for rice is 190 mm and kor period is 14 days. The outlet factor for this will be 1172 hectares/m3/sec 637 hectares/m3/sec 972 hectares/m3/sec 837 hectares/m3/sec 1172 hectares/m3/sec 637 hectares/m3/sec 972 hectares/m3/sec 837 hectares/m3/sec ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The width of a meander belt is the transverse distance between None of these Two banks of meandering river Apex point and the crossing Apex point of one curve and apex point of the reserve curve None of these Two banks of meandering river Apex point and the crossing Apex point of one curve and apex point of the reserve curve ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The main function of a divide wall is to prevent river floods from entering the canal separate the undersluices from weir proper control the silt entry in the canal provide smooth flow at sufficiently low velocity prevent river floods from entering the canal separate the undersluices from weir proper control the silt entry in the canal provide smooth flow at sufficiently low velocity ANSWER DOWNLOAD EXAMIANS APP
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