Proceedings of the Institution of Civil Engineers: Water Management, cilt.177, sa.2, ss.61-74, 2022 (SCI-Expanded)
© 2022 ICE Publishing: All rights reserved.The complex well function formulations developed for the unconfined aquifer systems make the determination of aquifer parameters difficult and inefficient via the classical methods. In addition, the dimensional dependency of the aquifer parameters as well as non-linear and non-convex fashion of inverse groundwater problems could make the stand-alone use of the metaheuristic algorithms inefficient in terms of computation time and effort, producing non-unique solutions. Therefore, a novel optimisation framework was established to interpret the pumping test data collected from an unconfined aquifer. The proposed approach works with four inputs which are based on the hybrid use of two non-dimensional physical and newly introduced two non-physical parameters. This study grasps the benefits of the simplicity of the traditional methods and the accuracy from Differential Evolution Algorithm (DE). The capability of the introduced scheme was broadly examined by several pumping test scenarios including hypothetical and the real field test datasets. A sensitivity analysis was also performed to understand the uncertainty associated with the estimated flow parameters. The results reveal that the proposed scheme powered by DE is able to achieve the outstanding estimation performance over the conventional methods and the implemented nature-inspired algorithms.