Title :
Analytical modeling of solute transport in homogeneous porous media with Cauchy type boundary condition
Author :
Singh, Mritunjay Kumar ; Mahato, Nav Kumar
Author_Institution :
Dept. of Appl. Math., Indian Sch. of Mines, Dhanbad, India
Abstract :
Analytical solution is obtained to describe the nature of concentration of solute, transported in saturated porous media. The aquifer is assumed to be homogeneous and finite in nature in which groundwater flow is considered unsteady. Initially the aquifer is not supposed to be solute free which means that aquifer is not clean i.e. some initial background concentration exists in the aquifer system which is represented by uniform source of concentration. A Cauchy type input source concentration is considered in the intermediate portion of aquifer system. At the other end, the concentration gradient is supposed to be zero. Two types of temporally dependent velocities are considered. Laplace Transform Technique (LTT) is used to determine the analytical solution. The results are perhaps most useful for benchmarking numerical codes and solutions. It may also be used as a predictive tool of groundwater resource management.
Keywords :
Laplace transforms; flow through porous media; groundwater; initial value problems; Cauchy type boundary condition; Laplace transform technique; aquifer system; benchmarking numerical codes; benchmarking numerical solutions; concentration gradient; concentration uniform source; groundwater flow; groundwater resource management; homogeneous porous media; input source concentration; saturated porous media; solute concentration; solute free; solute transport analytical modeling; Boundary conditions; Dispersion; Equations; Mathematical model; Media; Water pollution; Water resources; Analytical modeling; homogeneous; porous media; solute transport; unsteady;
Conference_Titel :
Recent Advances in Information Technology (RAIT), 2012 1st International Conference on
Conference_Location :
Dhanbad
Print_ISBN :
978-1-4577-0694-3
DOI :
10.1109/RAIT.2012.6194587