Solving ordinary differential equations I (2nd revised. ed.): nonstiff problems
Solving ordinary differential equations I (2nd revised. ed.): nonstiff problems
Numerical Initial Value Problems in Ordinary Differential Equations
Numerical Initial Value Problems in Ordinary Differential Equations
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The nature of physical process of groundwater contamination transport generates complexity in the theoretical formulation. The governing equations, which are 2nd order PDE (partial differential equation), are solved numerically using a finite difference method. To perform the numerical equations, computer code has been written in MATLAB, and a program has been developed. The aquifer is idealized as an unconfined aquifer system including the well in which the solution domain is stated to be two-dimensional. This method has yielded the relationship between contaminant concentration distribution and time in the aquifer.