V.L.Polyakov
Steady free-flow filtration in noncoherent nonsuffosion soil between waterways (drains)

Applied hydromechanics, Vol. 11 (83) ¹ 4, (2009) p.60-68
A steady groundwater flow between two channels (drains) is studied by analytical methods in cohesive less sand soil which is subjected to hydrodynamic deformations without solid particles mobilization. The conditions of three main deformation mechanisms realization are presented. Mathematical tasks are formulated for them and their exact solutions are obtained. Importance of the deformations above for groundwater process is analysed based on a great number of examples.
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TEXT LANGUAGE: Russian