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contributor authorEmin Çiftçi
contributor authorA. Ufuk Sahin
date accessioned2022-08-18T12:18:11Z
date available2022-08-18T12:18:11Z
date issued2022/05/27
identifier other%28ASCE%29HE.1943-5584.0002185.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286386
description abstractA step-drawdown test is a common hydrogeological investigation tool employed for identifying the hydraulic characteristics of an aquifer as well as assessing the efficiency of the pumping conditions. Several graphical and optimization-based solution techniques have been devised for analyzing data sets obtained from step-drawdown tests to retrieve aquifer and well loss parameters. This study aimed to introduce the use of a differential evolution (DE) algorithm as an alternative and practical option for interpretation of step-drawdown tests conducted in confined aquifers. The proposed estimation procedure was tested for a large number of synthetically generated noise-free and noisy data sets for evaluating its estimation performance. The DE search method exhibited superior accuracy with considerably higher convergence speed when compared with other competitive and widely used population-based algorithms. Sensitivity analysis was performed to explore the capability of the method in estimating each investigated variable. The DE algorithm was implemented for analyzing a real field data set as well, and it was able to produce parameter estimation results consistent with those reported in previous studies. As demonstrated in this study, the DE search method can be an eligible algorithm for solving inverse problems in the field of hydrogeology, regarding its accuracy, high convergence speed, robustness, and simplicity in coding.
publisherASCE
titleInterpretation of Step-Drawdown Tests with the Differential Evolution Approach
typeJournal Article
journal volume27
journal issue8
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0002185
journal fristpage04022013
journal lastpage04022013-12
page12
treeJournal of Hydrologic Engineering:;2022:;Volume ( 027 ):;issue: 008
contenttypeFulltext


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