Analytical Mathematical Model of Chemical Suffosion while Washing Saline Soils
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Analytical Mathematical Model of Chemical Suffosion while Washing Saline Soils F. D. Mikailsoya and E. V. Sheinb, c, * a
Iğdır University, Agricultural Faculty, Iğdır, 76000 Turkey Moscow State University, Leninskie Gory 1, Moscow, 119991 Russia c Dokuchaev Soil Science Institute, Moscow, 119017 Russia *e-mail: [email protected]
bLomonosov
Received January 23, 2020; revised February 21, 2020; accepted March 18, 2020
Abstract—The problem of the quantitative assessment and prediction of suffosion-induced subsidence in saline soils and sediments is relevant for irrigation, washing of saline soils, and increasing amounts of domestic and industrial effluents. Based on the solution of the convective diffusion equation and taking into account the dissolution of salts of the solid phase, the presented mathematical analytical model can be used to solve both the direct problem of predicting desalinization of the soil profile and finding the soil washing rate and time required for washing of a given thickness of soil to a certain salinity level and the inverse problem of determining the hydrodynamic dispersion parameter and the diffusivity. This model is based on the concept of the average integral value of the concentration of soil solution (i.e., its average concentration in the entire calculated soil profile, but not in separate discrete layers) and the corresponding method for determining the dissolution rate of the salts in the solid phase of soils and sediments, which makes it possible to quantitatively calculate and predict the suffosion-induced compaction and subsidence of soils and dispersed sediments. Taking into account the ongoing processes in the real time, an analytical procedure was developed for finding the dissolution rate of salts. The suggested analytical solution of the convective–diffusive salt transfer can be applied to predict the redistribution of salts over time in water-saturated soil profile with surface salinization and deep groundwater table. Keywords: saline dispersed sediments and soils, reclamation washing, subsidence, convective diffusion equation, the average integral salt concentration in the layer, soil compaction during washing DOI: 10.1134/S1064229320090100
INTRODUCTION The study of surface subsidence of saline soils during their reclamation washing and the strength and stability of soils lying in the foundations of industrial, civil, and hydraulic constructions is extremely relevant. This is because the salts contained in such soils are dissolved and washed out during filtration of washing water, precipitation, and various domestic and industrial effluents. Under these conditions, buildings and constructions are subjected to additional uneven subsidence, which, together with the deformation of the compaction of sediments in the foundations can cause a danger to the stability and strength of the operating buildings and constructions. The dissolution and leaching of salts from the soil contribute to the increasing porosity and loss of crystallization structural cohesion.
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