Abstract
An approximate solution is obtained for the problem of draining of multilayer soils by two drainage systems arranged perpendicularly to one another at different depths. The approximate solution is compared with the numerical solution of the original nonlinear mathematical model for the case when the drains of both systems lie in the top subsoil layer.
Similar content being viewed by others
Literature cited
S. V. Vasil'ev, N. N. Verigin, B. A. Gleizer, et al., Numerical Seepage Methods for Water Drainage Systems [in Russian], Kolos (1970).
N. N. Verigin and E. S. Dzektser, “Unsteady seepage along channels and drains in multilayer soils,” Izv. AN SSSR, Mekh. Zhidk. Gaza, No. 6, 170–174 (1967).
A. I. Murashko and E. G. Sapozhnikov, Protecting Drains from Silting [in Russian], Uradzhai, Minsk (1967).
A. Ya. Oleinik, Geohydrodynamics of Drainage [in Russian], Naukova Dumka, Kiev (1981).
V. L. Polyakov, “Calculating the draining action of an incomplete drainage system in n-layer soils,” Gidromekhanika, No. 48, 80–83 (1983).
Author information
Authors and Affiliations
Additional information
Translated from Vychislitel'naya i Prikladnaya Matematika, No. 58, pp. 79–88, 1986.
Rights and permissions
About this article
Cite this article
Polyakov, V.L. Unsteady flow into criss-cross drain systems in multilayer media. J Math Sci 58, 453–460 (1992). https://doi.org/10.1007/BF01100074
Received:
Issue Date:
DOI: https://doi.org/10.1007/BF01100074