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Optimal groundwater remediation under uncertainty using multi-objective optimization

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dc.contributor.author Mantoglou, A en
dc.contributor.author Kourakos, G en
dc.date.accessioned 2014-03-01T01:26:49Z
dc.date.available 2014-03-01T01:26:49Z
dc.date.issued 2007 en
dc.identifier.issn 0920-4741 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/18240
dc.subject Critical realizations en
dc.subject MonteCarlo simulation en
dc.subject Multi-objective optimization en
dc.subject Qroundwater remediation en
dc.subject Uncertain hydraulic conductivity en
dc.subject.classification Engineering, Civil en
dc.subject.classification Water Resources en
dc.subject.other Aquifers en
dc.subject.other Computer simulation en
dc.subject.other Genetic algorithms en
dc.subject.other Hydraulic conductivity en
dc.subject.other Monte Carlo methods en
dc.subject.other Multiobjective optimization en
dc.subject.other Random variables en
dc.subject.other Recharging (underground waters) en
dc.subject.other Uncertainty analysis en
dc.subject.other Critical realizations en
dc.subject.other Pareto front en
dc.subject.other Penalty function en
dc.subject.other Remediation en
dc.subject.other Aquifers en
dc.subject.other Computer simulation en
dc.subject.other Genetic algorithms en
dc.subject.other Hydraulic conductivity en
dc.subject.other Monte Carlo methods en
dc.subject.other Multiobjective optimization en
dc.subject.other Random variables en
dc.subject.other Recharging (underground waters) en
dc.subject.other Remediation en
dc.subject.other Uncertainty analysis en
dc.subject.other aquifer pollution en
dc.subject.other genetic algorithm en
dc.subject.other groundwater en
dc.subject.other hydraulic conductivity en
dc.subject.other Monte Carlo analysis en
dc.subject.other optimization en
dc.subject.other probability en
dc.subject.other pumping en
dc.subject.other recharge en
dc.subject.other remediation en
dc.subject.other simulation en
dc.title Optimal groundwater remediation under uncertainty using multi-objective optimization en
heal.type journalArticle en
heal.identifier.primary 10.1007/s11269-006-9109-0 en
heal.identifier.secondary http://dx.doi.org/10.1007/s11269-006-9109-0 en
heal.language English en
heal.publicationDate 2007 en
heal.abstract A methodology is developed for optimal remediation of groundwater aquifers under hydraulic conductivity uncertainty. A multi-objective management method based on a pump-and-treat remediation technology, is proposed. The pumping rates and well locations are the decision variables and two objectives are chosen: minimization of contaminated groundwater in the aquifer and minimization of remediation cost. A Monte Carlo simulation method is used to cope with hydraulic conductivity uncertainty. A number of equally probable realizations of hydraulic conductivity are created and a Pareto front is obtained using a modified multi-objective Genetic Algorithm. A penalty function is utilized to maintain the algebraic sum of pumping and recharging rates equal to zero. Since Monte Carlo simulations are CPU time consuming, a method is proposed to identify the few significant realizations which have an effect on the optimal solution (critical realizations). A Pareto front with an assigned probability is derived, so that the decision maker can make decisions with specified reliability. In a case study with 100 realizations, only 11 realizations were found critical and need be considered. The remaining 89 realizations consistently obtain low ranks for all designs considered and do not affect decisions at 95% reliability level. Thus these realizations need not be considered which implies a 89% savings in computer time. The designs obtained using the critical realizations, retain a similar reliability for new realizations not considered in the design process. © Springer Science+Business Media, Inc. 2006. en
heal.publisher SPRINGER en
heal.journalName Water Resources Management en
dc.identifier.doi 10.1007/s11269-006-9109-0 en
dc.identifier.isi ISI:000245980100007 en
dc.identifier.volume 21 en
dc.identifier.issue 5 en
dc.identifier.spage 835 en
dc.identifier.epage 847 en


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