Calculation of two-size particles filtration in a porous medium

被引：0

作者：

Kuzmina, L. I. ^{[1
]}

Osipov, Y. V. ^{[2
]}

机构：

[1] Natl Res Univ Higher Sch Econ, 20 Myasnitskaya St, Moscow 101000, Russia

[2] Natl Res Univ, Moscow State Univ Civil Engn, 26 Yaroslavskoe Shosse, Moscow 129337, Russia

来源：

VII INTERNATIONAL SYMPOSIUM ACTUAL PROBLEMS OF COMPUTATIONAL SIMULATION IN CIVIL ENGINEERING | 2018年 / 456卷

关键词：

MODEL;

D O I：

10.1088/1757-899X/456/1/012052

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

Filtration describes a variety of the construction complex problems: strengthening loose soil to create a solid foundation, the movement of groundwater with solid impurities near underground structures, and many others. A model of two-sized deep bed filtration particles moving with different velocities in a porous medium with three-size pores is considered. The competition of pores and various size particles for deposit formation is modeled. Solutions are constructed at the porous medium inlet and on the concentrations front of the fast particles. For constant filtration coefficients, a global exact solution is obtained. Numerical calculation illustrates the evolution of the filtration process.

引用

页数：6

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