Irrigation Engineering
Solution of Laplacian equation in three dimensions d²φ/dx² + d²φ/dy² + d²φ/dz² = 0 of water in a syphon, is done by

Method of relaxation
Unwin's method
Analytical method
Khosla's method

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Irrigation Engineering
As per Lacey’s theory, the silt factor is

directly proportional to square root of average particle size
directly proportional to average par¬ticle size
not related to average particle size
inversely proportional to average par¬ticle size

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Irrigation Engineering
Lane's weighted creep theory assumes

Triple weightage to vertical creep and one weightage to horizontal creep
Equal weightage to horizontal and vertical creeps
Double weightage to horizontal creep and one weightage to vertical creep
Triple weightage to horizontal creep and one weightage to vertical creep

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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
All listed here
Depth of the point at which total pressure acts is equal to its moment of inertia divided by Ax̅
Total pressure on the surface is equal to ωx̅

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