Evidence map›Paper›PMID 41053067›Full record

ArticleScientific reports2025

A comparative analysis of meshless based simulation optimization models with metaheuristic algorithms for groundwater remediation.

Sanjukta Das, T I Eldho

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Article in Scientific reports, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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5 · Who and what money

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2 authors.

Sanjukta DasDepartment of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, 400076, India.
T I EldhoDepartment of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, 400076, India. eldho@civil.iitb.ac.in.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

A robust Simulation-Optimization (SO) framework is proposed for the cost-effective design of groundwater remediation schemes in contaminated aquifers. The simulation involves the solution of coupled groundwater flow and transport phenomena using the Meshless Local Petrov Galerkin (MLPG) method, selected due to its high stability, truly meshless nature and independence from complex meshing process. The MLPG simulator is integrated with four metaheuristic optimization techniques: the emerging nature-inspired Whale Optimization Algorithm (WOA), Aquila Optimization (AO), Golden Jackal Optimization (GJO) and the widely used Differential Evolution (DE), forming MLPG-WOA, MLPG-AO, MLPG-GJO and MLPG-DE models. These SO models advance existing approaches by minimizing remediation costs while simultaneously optimizing extraction rates and remediation well locations in Pump and Treat (PAT) remediation schemes. Additionally, the proposed models have several advantages including minimal sensitivity to initial estimates, simplified fine tuning, rapid convergence and reliable designs. The performance of the metaheuristic algorithms is investigated through two case studies of hypothetical and field-type aquifers. All the models effectively design remediation strategies that reduce contamination within permissible limits within the remediation period. In the hypothetical case, a single well extracting 1368 m

Indexed as

Groundwater remediationMeshless Local Petrov GalerkinMeshless methodMetaheuristic algorithmSimulation optimization

Identifiers

PMID41053067
PMCPMC12501376

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