Multicriterion decision making in groundwater planning
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)...
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IWA Publishing
2021
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oai:doaj.org-article:f683a0f02b15455a8c48603f477b668b2021-11-05T17:46:56ZMulticriterion decision making in groundwater planning1464-71411465-173410.2166/hydro.2021.122https://doaj.org/article/f683a0f02b15455a8c48603f477b668b2021-05-01T00:00:00Zhttp://jh.iwaponline.com/content/23/3/627https://doaj.org/toc/1464-7141https://doaj.org/toc/1465-1734The 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 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.; The Davies–Bouldin (DB) index was employed to find the optimal number of clusters of groundwater strategies.; Multicriterion Decision-Making (MCDM) techniques, VIKOR and TOPSIS were implemented to rank the 20 representative strategies.;Shishir GaurK. Srinivasa RajuD. Nagesh KumarMayank BajpaiIWA Publishingarticledavies–bouldin indexgroundwater planningk-meansnsga-iitopsisvikorInformation technologyT58.5-58.64Environmental technology. Sanitary engineeringTD1-1066ENJournal of Hydroinformatics, Vol 23, Iss 3, Pp 627-638 (2021) |
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davies–bouldin index groundwater planning k-means nsga-ii topsis vikor Information technology T58.5-58.64 Environmental technology. Sanitary engineering TD1-1066 |
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davies–bouldin index groundwater planning k-means nsga-ii topsis vikor Information technology T58.5-58.64 Environmental technology. Sanitary engineering TD1-1066 Shishir Gaur K. Srinivasa Raju D. Nagesh Kumar Mayank Bajpai Multicriterion decision making in groundwater planning |
description |
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
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.;
The Davies–Bouldin (DB) index was employed to find the optimal number of clusters of groundwater strategies.;
Multicriterion Decision-Making (MCDM) techniques, VIKOR and TOPSIS were implemented to rank the 20 representative strategies.; |
format |
article |
author |
Shishir Gaur K. Srinivasa Raju D. Nagesh Kumar Mayank Bajpai |
author_facet |
Shishir Gaur K. Srinivasa Raju D. Nagesh Kumar Mayank Bajpai |
author_sort |
Shishir Gaur |
title |
Multicriterion decision making in groundwater planning |
title_short |
Multicriterion decision making in groundwater planning |
title_full |
Multicriterion decision making in groundwater planning |
title_fullStr |
Multicriterion decision making in groundwater planning |
title_full_unstemmed |
Multicriterion decision making in groundwater planning |
title_sort |
multicriterion decision making in groundwater planning |
publisher |
IWA Publishing |
publishDate |
2021 |
url |
https://doaj.org/article/f683a0f02b15455a8c48603f477b668b |
work_keys_str_mv |
AT shishirgaur multicriteriondecisionmakingingroundwaterplanning AT ksrinivasaraju multicriteriondecisionmakingingroundwaterplanning AT dnageshkumar multicriteriondecisionmakingingroundwaterplanning AT mayankbajpai multicriteriondecisionmakingingroundwaterplanning |
_version_ |
1718444140040028160 |