Well Rate and Placement for Optimal Groundwater Remediation Design with A Surrogate Model
A new surrogate-assisted optimization formulation for groundwater remediation design was developed. A stationary Eulerian travel time model was used in lieu of a conservative solute transport model. The decision variables of the management model are well locations and their flow rates. The objective...
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doaj-a52b220d425a47f18fae72172e3d26472020-11-25T01:39:56ZengMDPI AGWater2073-44412019-10-011111223310.3390/w11112233w11112233Well Rate and Placement for Optimal Groundwater Remediation Design with A Surrogate ModelMohammed Adil Sbai0BRGM (French Geological Survey), 3, Avenue Claude Guillemin, 45060 Orléans, CEDEX 2, FranceA new surrogate-assisted optimization formulation for groundwater remediation design was developed. A stationary Eulerian travel time model was used in lieu of a conservative solute transport model. The decision variables of the management model are well locations and their flow rates. The objective function adjusts the residence time distribution between all pairs of injection-production wells in the remediation system. This goal is achieved by using the Lorenz coefficient as an effective metric to rank the relative efficiency of many remediation policies. A discrete adjoint solver was developed to provide the sensitivity of the objective function with respect to changes in decision variables. The quality management model was checked with simple solutions and then applied to hypothetical two- and three-dimensional test problems. The performance of the simulation-optimization approach was evaluated by comparing the initial and optimal remediation designs using an advective-dispersive solute transport simulator. This study shows that optimal designs simultaneously delay solute transport breakthrough at pumping wells and improve the sweep efficiency leading to smaller cleanup times. Well placement optimization in heterogeneous porous media was found to be more important than well rate optimization. Additionally, optimal designs based on two-dimensional models were found to be more optimistic suggesting a direct use of three-dimensional models in a simulation-optimization framework. The computational budget was drastically reduced because the proposed surrogate-based quality management model is generally cheaper than one single solute transport simulation. The introduced model could be used as a fast, but first-order, approximation method to estimate pump-and-treat capital remediation costs. The results show that physically based low-fidelity surrogate models are promising computational approaches to harness the power of quality management models for complex applications with practical relevance.https://www.mdpi.com/2073-4441/11/11/2233groundwater remediationphysical heterogeneitysimulation-optimizationsurrogate modeltravel timepump and treat |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Mohammed Adil Sbai |
spellingShingle |
Mohammed Adil Sbai Well Rate and Placement for Optimal Groundwater Remediation Design with A Surrogate Model Water groundwater remediation physical heterogeneity simulation-optimization surrogate model travel time pump and treat |
author_facet |
Mohammed Adil Sbai |
author_sort |
Mohammed Adil Sbai |
title |
Well Rate and Placement for Optimal Groundwater Remediation Design with A Surrogate Model |
title_short |
Well Rate and Placement for Optimal Groundwater Remediation Design with A Surrogate Model |
title_full |
Well Rate and Placement for Optimal Groundwater Remediation Design with A Surrogate Model |
title_fullStr |
Well Rate and Placement for Optimal Groundwater Remediation Design with A Surrogate Model |
title_full_unstemmed |
Well Rate and Placement for Optimal Groundwater Remediation Design with A Surrogate Model |
title_sort |
well rate and placement for optimal groundwater remediation design with a surrogate model |
publisher |
MDPI AG |
series |
Water |
issn |
2073-4441 |
publishDate |
2019-10-01 |
description |
A new surrogate-assisted optimization formulation for groundwater remediation design was developed. A stationary Eulerian travel time model was used in lieu of a conservative solute transport model. The decision variables of the management model are well locations and their flow rates. The objective function adjusts the residence time distribution between all pairs of injection-production wells in the remediation system. This goal is achieved by using the Lorenz coefficient as an effective metric to rank the relative efficiency of many remediation policies. A discrete adjoint solver was developed to provide the sensitivity of the objective function with respect to changes in decision variables. The quality management model was checked with simple solutions and then applied to hypothetical two- and three-dimensional test problems. The performance of the simulation-optimization approach was evaluated by comparing the initial and optimal remediation designs using an advective-dispersive solute transport simulator. This study shows that optimal designs simultaneously delay solute transport breakthrough at pumping wells and improve the sweep efficiency leading to smaller cleanup times. Well placement optimization in heterogeneous porous media was found to be more important than well rate optimization. Additionally, optimal designs based on two-dimensional models were found to be more optimistic suggesting a direct use of three-dimensional models in a simulation-optimization framework. The computational budget was drastically reduced because the proposed surrogate-based quality management model is generally cheaper than one single solute transport simulation. The introduced model could be used as a fast, but first-order, approximation method to estimate pump-and-treat capital remediation costs. The results show that physically based low-fidelity surrogate models are promising computational approaches to harness the power of quality management models for complex applications with practical relevance. |
topic |
groundwater remediation physical heterogeneity simulation-optimization surrogate model travel time pump and treat |
url |
https://www.mdpi.com/2073-4441/11/11/2233 |
work_keys_str_mv |
AT mohammedadilsbai wellrateandplacementforoptimalgroundwaterremediationdesignwithasurrogatemodel |
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