Irrigation Engineering Tortuosity of a meandering river is always less than or equal to 1 less than 1 greater than 1 equal to 1 less than or equal to 1 less than 1 greater than 1 equal to 1 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) (N+l)/m m/N m/(N+l) N/(m+l) (N+l)/m m/N m/(N+l) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering While deciding the alignment of a proposed canal taking off from a river at B, three alignments of approximately equal lengths are available. These cross a drainages at C1, C2 and C3 where drainage bed levels C1 > C2 > C3, you will provide at site C3 A syphon aqueduct A super passage A syphon An aqueduct A syphon aqueduct A super passage A syphon An aqueduct ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Seepage through embankments in an earthen dam is controlled by relief wells provision of downstream berms drainage filters drain trenches relief wells provision of downstream berms drainage filters drain trenches 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 Depth of the centre of pressure is 2/3H vertically below the surface Depth of the point at which total pressure acts is equal to its moment of inertia divided by Ax̅ All listed here Total pressure on the surface is equal to ωx̅ Depth of the centre of pressure is 2/3H vertically below the surface Depth of the point at which total pressure acts is equal to its moment of inertia divided by Ax̅ All listed here Total pressure on the surface is equal to ωx̅ ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If average particle size of the silt in millimeters is m, the Lacey's silt factor f is proportional to m2/3 m1/3 m1/2 m3 m2/3 m1/3 m1/2 m3 ANSWER DOWNLOAD EXAMIANS APP
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