NGHIÊN CỨU DÒNG THẤM KHÔNG ỔN ĐỊNH TRONG BỜ SÔNG: CÁC LỜI GIẢI GIẢI TÍCH VÀ TOÁN SỐ
Huỳnh Thanh Sơn
Abstract
The paper presents a mathematical model for unsteady seepage in riverbank in tidal zone including two different partial differential equations with two analytical solutions obtained by the variable separation method and the complex operator method, and two numerical solutions obtained by the implicit finite difference method. A comparison of these solutions is showed through some numerical examples.
