Full Multiscale Approach for Optimal Control of In Situ Bioremediation

Solving field-scale optimal groundwater remediation design problems is a challenge, especially when computationally intensive reactive transport models are needed. In this paper, a full multiscale approach to partial differential equation (PDE) constrained optimization is developed and is used to so...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of water resources planning and management 2004-01, Vol.130 (1), p.26-32
Hauptverfasser: Liu, Yong, Minsker, Barbara S
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 32
container_issue 1
container_start_page 26
container_title Journal of water resources planning and management
container_volume 130
creator Liu, Yong
Minsker, Barbara S
description Solving field-scale optimal groundwater remediation design problems is a challenge, especially when computationally intensive reactive transport models are needed. In this paper, a full multiscale approach to partial differential equation (PDE) constrained optimization is developed and is used to solve a successive approximation linear quadratic regulator model for optimal control of in situ bioremediation. The method starts the search for optimal designs from the coarsest mesh and solves for the optimal solution at that level, then uses the optimal solution obtained as the initial guess for the finer mesh. While at the finer mesh, the method switches back to the coarser mesh to solve for the derivatives and uses those derivatives to interpolate back to the finer mesh. This procedure continues until convergence is achieved at the finest level. This approach exploits important interactions between PDE discretization and optimization and achieves significant computational saving by using approximations early in the search when a broad search of the decision space is being performed. As the solution becomes more refined, more accurate estimates are needed to fine-tune the solution, and finer spatial discretizations are used. Application of the method to a bioremediation case study with about 6,500 state variables converges in about 8.8 days, compared to nearly 1 year using the previous model. This substantial improvement will enable much more realistic bioremediation design problems to be solved than was previously possible, particularly once the model is implemented in parallel.
doi_str_mv 10.1061/(ASCE)0733-9496(2004)130:1(26)
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_28189549</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>28189549</sourcerecordid><originalsourceid>FETCH-LOGICAL-a400t-d1f23e7753d93890da42b50d1c295630e60d3a9467e7c3f8037b53689dd51a053</originalsourceid><addsrcrecordid>eNp9kDFPwzAQhS0EEqXwHzxV7RA427ETIzGU0kJRq0oU1NFyE0ekcuPiJAP_HocCIzfc3fDu6d2H0IDANQFBbobj9WQ6goSxSMZSDClAPCIMbsmQitEJ6hEZs4jHnJ6i3p_sHF3U9Q4AEuC0h2az1lq8bG1T1pm2Bo8PB-909o4L5_Hq0JR7bfHEVY13FrsCzyu8LpsW35fOm73JS92UrrpEZ4W2tbn6mX30Npu-Tp6ixepxPhkvIh0DNFFOCspMknCWS5ZKyHVMtxxyklHJBQMjIGdaxiIxScaKFFiy5UykMs850cBZHw2OviHkR2vqRu1DbmOtroxra0VTkkoeyyC8Owoz7-ram0IdfHjFfyoCqsOnVIdPdVxUx0V1-FTAp4iiItxvjvc62Kuda30V_lLPm5flAw_0gvC7SNeoOO6_1v86fwE9iHn5</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>28189549</pqid></control><display><type>article</type><title>Full Multiscale Approach for Optimal Control of In Situ Bioremediation</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Liu, Yong ; Minsker, Barbara S</creator><creatorcontrib>Liu, Yong ; Minsker, Barbara S</creatorcontrib><description>Solving field-scale optimal groundwater remediation design problems is a challenge, especially when computationally intensive reactive transport models are needed. In this paper, a full multiscale approach to partial differential equation (PDE) constrained optimization is developed and is used to solve a successive approximation linear quadratic regulator model for optimal control of in situ bioremediation. The method starts the search for optimal designs from the coarsest mesh and solves for the optimal solution at that level, then uses the optimal solution obtained as the initial guess for the finer mesh. While at the finer mesh, the method switches back to the coarser mesh to solve for the derivatives and uses those derivatives to interpolate back to the finer mesh. This procedure continues until convergence is achieved at the finest level. This approach exploits important interactions between PDE discretization and optimization and achieves significant computational saving by using approximations early in the search when a broad search of the decision space is being performed. As the solution becomes more refined, more accurate estimates are needed to fine-tune the solution, and finer spatial discretizations are used. Application of the method to a bioremediation case study with about 6,500 state variables converges in about 8.8 days, compared to nearly 1 year using the previous model. This substantial improvement will enable much more realistic bioremediation design problems to be solved than was previously possible, particularly once the model is implemented in parallel.</description><identifier>ISSN: 0733-9496</identifier><identifier>EISSN: 1943-5452</identifier><identifier>DOI: 10.1061/(ASCE)0733-9496(2004)130:1(26)</identifier><language>eng</language><publisher>American Society of Civil Engineers</publisher><subject>TECHNICAL PAPERS</subject><ispartof>Journal of water resources planning and management, 2004-01, Vol.130 (1), p.26-32</ispartof><rights>Copyright © 2004 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a400t-d1f23e7753d93890da42b50d1c295630e60d3a9467e7c3f8037b53689dd51a053</citedby><cites>FETCH-LOGICAL-a400t-d1f23e7753d93890da42b50d1c295630e60d3a9467e7c3f8037b53689dd51a053</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)0733-9496(2004)130:1(26)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9496(2004)130:1(26)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,76193,76201</link.rule.ids></links><search><creatorcontrib>Liu, Yong</creatorcontrib><creatorcontrib>Minsker, Barbara S</creatorcontrib><title>Full Multiscale Approach for Optimal Control of In Situ Bioremediation</title><title>Journal of water resources planning and management</title><description>Solving field-scale optimal groundwater remediation design problems is a challenge, especially when computationally intensive reactive transport models are needed. In this paper, a full multiscale approach to partial differential equation (PDE) constrained optimization is developed and is used to solve a successive approximation linear quadratic regulator model for optimal control of in situ bioremediation. The method starts the search for optimal designs from the coarsest mesh and solves for the optimal solution at that level, then uses the optimal solution obtained as the initial guess for the finer mesh. While at the finer mesh, the method switches back to the coarser mesh to solve for the derivatives and uses those derivatives to interpolate back to the finer mesh. This procedure continues until convergence is achieved at the finest level. This approach exploits important interactions between PDE discretization and optimization and achieves significant computational saving by using approximations early in the search when a broad search of the decision space is being performed. As the solution becomes more refined, more accurate estimates are needed to fine-tune the solution, and finer spatial discretizations are used. Application of the method to a bioremediation case study with about 6,500 state variables converges in about 8.8 days, compared to nearly 1 year using the previous model. This substantial improvement will enable much more realistic bioremediation design problems to be solved than was previously possible, particularly once the model is implemented in parallel.</description><subject>TECHNICAL PAPERS</subject><issn>0733-9496</issn><issn>1943-5452</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2004</creationdate><recordtype>article</recordtype><recordid>eNp9kDFPwzAQhS0EEqXwHzxV7RA427ETIzGU0kJRq0oU1NFyE0ekcuPiJAP_HocCIzfc3fDu6d2H0IDANQFBbobj9WQ6goSxSMZSDClAPCIMbsmQitEJ6hEZs4jHnJ6i3p_sHF3U9Q4AEuC0h2az1lq8bG1T1pm2Bo8PB-909o4L5_Hq0JR7bfHEVY13FrsCzyu8LpsW35fOm73JS92UrrpEZ4W2tbn6mX30Npu-Tp6ixepxPhkvIh0DNFFOCspMknCWS5ZKyHVMtxxyklHJBQMjIGdaxiIxScaKFFiy5UykMs850cBZHw2OviHkR2vqRu1DbmOtroxra0VTkkoeyyC8Owoz7-ram0IdfHjFfyoCqsOnVIdPdVxUx0V1-FTAp4iiItxvjvc62Kuda30V_lLPm5flAw_0gvC7SNeoOO6_1v86fwE9iHn5</recordid><startdate>20040101</startdate><enddate>20040101</enddate><creator>Liu, Yong</creator><creator>Minsker, Barbara S</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20040101</creationdate><title>Full Multiscale Approach for Optimal Control of In Situ Bioremediation</title><author>Liu, Yong ; Minsker, Barbara S</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a400t-d1f23e7753d93890da42b50d1c295630e60d3a9467e7c3f8037b53689dd51a053</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2004</creationdate><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Liu, Yong</creatorcontrib><creatorcontrib>Minsker, Barbara S</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of water resources planning and management</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Liu, Yong</au><au>Minsker, Barbara S</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Full Multiscale Approach for Optimal Control of In Situ Bioremediation</atitle><jtitle>Journal of water resources planning and management</jtitle><date>2004-01-01</date><risdate>2004</risdate><volume>130</volume><issue>1</issue><spage>26</spage><epage>32</epage><pages>26-32</pages><issn>0733-9496</issn><eissn>1943-5452</eissn><abstract>Solving field-scale optimal groundwater remediation design problems is a challenge, especially when computationally intensive reactive transport models are needed. In this paper, a full multiscale approach to partial differential equation (PDE) constrained optimization is developed and is used to solve a successive approximation linear quadratic regulator model for optimal control of in situ bioremediation. The method starts the search for optimal designs from the coarsest mesh and solves for the optimal solution at that level, then uses the optimal solution obtained as the initial guess for the finer mesh. While at the finer mesh, the method switches back to the coarser mesh to solve for the derivatives and uses those derivatives to interpolate back to the finer mesh. This procedure continues until convergence is achieved at the finest level. This approach exploits important interactions between PDE discretization and optimization and achieves significant computational saving by using approximations early in the search when a broad search of the decision space is being performed. As the solution becomes more refined, more accurate estimates are needed to fine-tune the solution, and finer spatial discretizations are used. Application of the method to a bioremediation case study with about 6,500 state variables converges in about 8.8 days, compared to nearly 1 year using the previous model. This substantial improvement will enable much more realistic bioremediation design problems to be solved than was previously possible, particularly once the model is implemented in parallel.</abstract><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9496(2004)130:1(26)</doi><tpages>7</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0733-9496
ispartof Journal of water resources planning and management, 2004-01, Vol.130 (1), p.26-32
issn 0733-9496
1943-5452
language eng
recordid cdi_proquest_miscellaneous_28189549
source American Society of Civil Engineers:NESLI2:Journals:2014
subjects TECHNICAL PAPERS
title Full Multiscale Approach for Optimal Control of In Situ Bioremediation
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-01T03%3A09%3A36IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Full%20Multiscale%20Approach%20for%20Optimal%20Control%20of%20In%20Situ%20Bioremediation&rft.jtitle=Journal%20of%20water%20resources%20planning%20and%20management&rft.au=Liu,%20Yong&rft.date=2004-01-01&rft.volume=130&rft.issue=1&rft.spage=26&rft.epage=32&rft.pages=26-32&rft.issn=0733-9496&rft.eissn=1943-5452&rft_id=info:doi/10.1061/(ASCE)0733-9496(2004)130:1(26)&rft_dat=%3Cproquest_cross%3E28189549%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=28189549&rft_id=info:pmid/&rfr_iscdi=true