Simulation‐Optimization Approach for Siting Injection Wells in Urban Area with Complex Hydrogeology
Managed aquifer recharge has become a standard water resources management practice to promote the development of locally sustainable water supplies and combat water scarcity. However, installation of injection wells for replenishment purposes in urban areas with complex hydrogeology faces many chall...
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| Published in: | Ground water Vol. 62; no. 2; pp. 236 - 249 |
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| Main Authors: | , , , , , , , , |
| Format: | Journal Article |
| Language: | English |
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Malden, US
Blackwell Publishing Ltd
01.03.2024
Ground Water Publishing Company |
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| ISSN: | 0017-467X, 1745-6584, 1745-6584 |
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| Abstract | Managed aquifer recharge has become a standard water resources management practice to promote the development of locally sustainable water supplies and combat water scarcity. However, installation of injection wells for replenishment purposes in urban areas with complex hydrogeology faces many challenges, such as limited land availability, potential impacts on municipal production wells and known subsurface contamination plumes, and complex spatially variable hydraulic connections between aquifer units. To assess the feasibility and cost‐effectiveness of injecting advanced treated water (ATW) into a complex urban aquifer system, a Simulation‐Optimization (SO) model was developed to automate a systematic search for the most cost‐effective locations to install new wells for injecting various quantities of ATW, if feasible. The generalized workflow presented here uses an existing MODFLOW groundwater model—along with advanced optimization routines that are publicly available—to flexibly accommodate a multiobjective function, complex constraints, and specific project requirements. The model successfully placed wells for injection of 1 to 4 MGD of ATW in aquifers underlying the study area. The injection well placement was primarily constrained by avoiding excessive impact on environmental sites with underlying groundwater plumes. The largest costs were for well installation and piping to the wells from the existing ATW pipes. This workflow is readily adaptable to other sites with different complexities, decision variables, or constraints.
Simulation‐Optimization of Advanced Treated Water Injection |
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| AbstractList | Managed aquifer recharge has become a standard water resources management practice to promote the development of locally sustainable water supplies and combat water scarcity. However, installation of injection wells for replenishment purposes in urban areas with complex hydrogeology faces many challenges, such as limited land availability, potential impacts on municipal production wells and known subsurface contamination plumes, and complex spatially variable hydraulic connections between aquifer units. To assess the feasibility and cost-effectiveness of injecting advanced treated water (ATW) into a complex urban aquifer system, a Simulation-Optimization (SO) model was developed to automate a systematic search for the most cost-effective locations to install new wells for injecting various quantities of ATW, if feasible. The generalized workflow presented here uses an existing MODFLOW groundwater model-along with advanced optimization routines that are publicly available-to flexibly accommodate a multiobjective function, complex constraints, and specific project requirements. The model successfully placed wells for injection of 1 to 4 MGD of ATW in aquifers underlying the study area. The injection well placement was primarily constrained by avoiding excessive impact on environmental sites with underlying groundwater plumes. The largest costs were for well installation and piping to the wells from the existing ATW pipes. This workflow is readily adaptable to other sites with different complexities, decision variables, or constraints. Managed aquifer recharge has become a standard water resources management practice to promote the development of locally sustainable water supplies and combat water scarcity. However, installation of injection wells for replenishment purposes in urban areas with complex hydrogeology faces many challenges, such as limited land availability, potential impacts on municipal production wells and known subsurface contamination plumes, and complex spatially variable hydraulic connections between aquifer units. To assess the feasibility and cost‐effectiveness of injecting advanced treated water (ATW) into a complex urban aquifer system, a Simulation‐Optimization (SO) model was developed to automate a systematic search for the most cost‐effective locations to install new wells for injecting various quantities of ATW, if feasible. The generalized workflow presented here uses an existing MODFLOW groundwater model—along with advanced optimization routines that are publicly available—to flexibly accommodate a multiobjective function, complex constraints, and specific project requirements. The model successfully placed wells for injection of 1 to 4 MGD of ATW in aquifers underlying the study area. The injection well placement was primarily constrained by avoiding excessive impact on environmental sites with underlying groundwater plumes. The largest costs were for well installation and piping to the wells from the existing ATW pipes. This workflow is readily adaptable to other sites with different complexities, decision variables, or constraints. Simulation‐Optimization of Advanced Treated Water Injection Managed aquifer recharge has become a standard water resources management practice to promote the development of locally sustainable water supplies and combat water scarcity. However, installation of injection wells for replenishment purposes in urban areas with complex hydrogeology faces many challenges, such as limited land availability, potential impacts on municipal production wells and known subsurface contamination plumes, and complex spatially variable hydraulic connections between aquifer units. To assess the feasibility and cost-effectiveness of injecting advanced treated water (ATW) into a complex urban aquifer system, a Simulation-Optimization (SO) model was developed to automate a systematic search for the most cost-effective locations to install new wells for injecting various quantities of ATW, if feasible. The generalized workflow presented here uses an existing MODFLOW groundwater model-along with advanced optimization routines that are publicly available-to flexibly accommodate a multiobjective function, complex constraints, and specific project requirements. The model successfully placed wells for injection of 1 to 4 MGD of ATW in aquifers underlying the study area. The injection well placement was primarily constrained by avoiding excessive impact on environmental sites with underlying groundwater plumes. The largest costs were for well installation and piping to the wells from the existing ATW pipes. This workflow is readily adaptable to other sites with different complexities, decision variables, or constraints.Managed aquifer recharge has become a standard water resources management practice to promote the development of locally sustainable water supplies and combat water scarcity. However, installation of injection wells for replenishment purposes in urban areas with complex hydrogeology faces many challenges, such as limited land availability, potential impacts on municipal production wells and known subsurface contamination plumes, and complex spatially variable hydraulic connections between aquifer units. To assess the feasibility and cost-effectiveness of injecting advanced treated water (ATW) into a complex urban aquifer system, a Simulation-Optimization (SO) model was developed to automate a systematic search for the most cost-effective locations to install new wells for injecting various quantities of ATW, if feasible. The generalized workflow presented here uses an existing MODFLOW groundwater model-along with advanced optimization routines that are publicly available-to flexibly accommodate a multiobjective function, complex constraints, and specific project requirements. The model successfully placed wells for injection of 1 to 4 MGD of ATW in aquifers underlying the study area. The injection well placement was primarily constrained by avoiding excessive impact on environmental sites with underlying groundwater plumes. The largest costs were for well installation and piping to the wells from the existing ATW pipes. This workflow is readily adaptable to other sites with different complexities, decision variables, or constraints. |
| Author | Partington, Brian Panday, Sorab Mok, Chin Man Hort, Hiroko Santi, Lauren Carrera, Barbara Jones, David Daus, Anthony Ferguson, Everett |
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| BackLink | https://www.ncbi.nlm.nih.gov/pubmed/37052198$$D View this record in MEDLINE/PubMed |
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| Notes | The authors declare no conflicts of interest. A simulation‐optimization approach based on minimizing cost helps with optimal siting of injection wells in a complex urban basin. Article impact statement ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 14 content type line 23 |
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| References_xml | – volume: 33 start-page: 1001 issue: 5 year: 1997 end-page: 1012 article-title: Pump‐and‐treat optimization using well locations and pumping rates as decision variables publication-title: Water Resources Research – volume: 10 issue: 12 year: 2015 article-title: SPOTting model parameters using a ready‐made python package publication-title: PLoS One – volume: 11 start-page: 341 year: 1997 end-page: 359 article-title: Differential evolution – A simple and efficient heuristic for global optimization over continuous spaces publication-title: Journal of Global Optimization – year: 2005 – year: 2018 – volume: 146 issue: 4 year: 2020 article-title: Multiobjective spatial pumping optimization for groundwater management in a multiaquifer system publication-title: Journal of Water Resources Planning and Management – year: 2006 – year: 1999 – year: 2003 – ident: e_1_2_10_12_1 doi: 10.1061/(ASCE)WR.1943-5452.0001180 – ident: e_1_2_10_2_1 doi: 10.3133/ofr20051072 – ident: e_1_2_10_5_1 doi: 10.3133/sir20065009 – ident: e_1_2_10_8_1 doi: 10.1029/97WR00366 – ident: e_1_2_10_13_1 – ident: e_1_2_10_9_1 – ident: e_1_2_10_3_1 – ident: e_1_2_10_6_1 doi: 10.3133/tm6A16 – ident: e_1_2_10_10_1 – ident: e_1_2_10_7_1 doi: 10.1371/journal.pone.0145180 – ident: e_1_2_10_11_1 doi: 10.1023/A:1008202821328 – ident: e_1_2_10_4_1 |
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| SubjectTerms | Aquifer management Aquifer systems Aquifers Availability Contamination cost effectiveness Environmental impact Feasibility Geology Groundwater Groundwater recharge Hydrogeology hydrologic models Hydrology Injection Injection wells Optimization Plumes Sustainable development Treated water Urban areas Water resources Water resources management Water scarcity water shortages Water supply Workflow |
| Title | Simulation‐Optimization Approach for Siting Injection Wells in Urban Area with Complex Hydrogeology |
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