ABSTRACT For appropriate management of available groundwater, the flow behavior in the porous media has to be analyzed. Meshfree (MFree) method is an alternative numerical approach to commonly used Finite Difference Method (FDM) and Finite Element Method (FEM) to solve more complex engineering problems by simple and accurate manner. MFree method eliminates the drawback of meshing and remeshing as in FDM and FEM. Since there is no need to create a mesh, the time one would spend on conventional mesh generation can be saved. This can translate to substantial cost and time savings in modelling and simulation. In this paper, a meshless method called as Polynomial Point Collocation method (PPCM) with radial basis function has been developed for the groundwater flow simulation in porous media in one and two dimensions. The developed model has been applied for computing head distribution in a hypothetical confined aquifer having different boundary conditions and source, and sink terms. The developed model is tested with analytical and FEM solutions available in literature and found to be satisfactory.
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