Use of artificial groundwater recharge as an effective means of reclaiming low-quality water has grown steadily since its inception late in the nineteenth century. This study describes the hydrodynamic behavior of a (typical) water recharge system under saturated flow conditions and methods, through the use of a sand model and mathematical models for the prediction of the transient and steady-state hydrodynamic behavior of the proposed system. The results of the investigation are considered significant in determining the authenticity and the accuracy of the various theories over a wide range of parameters relating to the hydrodynamics of the recharge operation. A comprehensive literature survey as well as an extensive bibliography are also included.