Abstract

Abstract The groundwater planning problems are often multiobjective. Due to conflicting objectives and non-linearity of the variables involved, several feasible solutions may have to be evolved rather than single optimal solution. In this study, the simulation model built on an Analytic Element Method (AEM) and the optimization model built on a Non-dominated Sorting Genetic Algorithm (NSGA-II) were coupled and applied to study a part of the Dore river catchment, France. The maximization of discharge, the minimization of pumping cost and the minimization of piping cost are the three objectives considered. 2105 non-dominated groundwater planning strategies were generated. K-Means cluster analysis was employed to classify the strategies, and clustering was performed for 3 to 25 clusters. A cluster validation technique, namely Davies–Bouldin (DB) index, was employed to find the optimal number of clusters of groundwater strategies which were found to be 20. Multicriterion Decision-Making (MCDM) techniques, namely VIKOR and TOPSIS, were developed to rank the 20 representative strategies. Both these decision-making techniques preferred representative strategy A5 (piping cost, pumping cost and discharge respectively of 880,000 Euro, 679,000 Euro and 1,263.1 m3/s). The sensitivity analysis of parameter v in VIKOR suggested that there were changes in ranking pattern for various values of v. However, the first position remained unchanged.

Highlights

  • Growing water demand necessitates the development of cost-effective wells and transport system

  • The simulation model built on an Analytic Element Method (AEM) and the optimization model built on a Non-dominated Sorting Genetic Algorithm (NSGA-II) were linked and applied for groundwater planning

  • Two different distance-based Multicriterion Decision-Making (MCDM) techniques were employed to rank the representative strategies obtained by K-Means for optimum cluster size, namely VIKOR (VIšekriterijumsko KOmpromisno Rangiranje; Wu et al ) and TOPSIS (Opricovic & Tzeng )

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Summary

Introduction

Growing water demand necessitates the development of cost-effective wells and transport system. The Davies–Bouldin (DB) index was employed to find the optimal number of clusters of groundwater strategies. Results concluded that stochastic-based multiobjective optimization was very efficient in identifying robust groundwater management strategies.

Results
Conclusion
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