A Control Simulation Tool for Online Demand Calibration
Developing fast calibration algorithms is an important step towards the online simulation of hydraulic water networks. The ob- jective of this paper is to report a new demand calibration approach by using algorithms from control theory. We propose a multivariable PID control where the control parame...
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| Veröffentlicht in: | Procedia engineering Jg. 119; S. 828 - 833 |
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| Sprache: | Englisch |
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2015
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| Abstract | Developing fast calibration algorithms is an important step towards the online simulation of hydraulic water networks. The ob- jective of this paper is to report a new demand calibration approach by using algorithms from control theory. We propose a multivariable PID control where the control parameters are identified by a system identification approach and the system matrix is decoupled. In this control approach the measured flow variables are regarded as dynamic set-points. The controllers use the demand values as manipulated variables in order to control the flow variables to the measured flow. The concept was applied successfully using a small test-network. |
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| AbstractList | Developing fast calibration algorithms is an important step towards the online simulation of hydraulic water networks. The objective of this paper is to report a new demand calibration approach by using algorithms from control theory. We propose a multivariable PID control where the control parameters are identified by a system identification approach and the system matrix is decoupled. In this control approach the measured flow variables are regarded as dynamic set-points. The controllers use the demand values as manipulated variables in order to control the flow variables to the measured flow. The concept was applied successfully using a small test-network. Developing fast calibration algorithms is an important step towards the online simulation of hydraulic water networks. The ob- jective of this paper is to report a new demand calibration approach by using algorithms from control theory. We propose a multivariable PID control where the control parameters are identified by a system identification approach and the system matrix is decoupled. In this control approach the measured flow variables are regarded as dynamic set-points. The controllers use the demand values as manipulated variables in order to control the flow variables to the measured flow. The concept was applied successfully using a small test-network. |
| Author | Braun, Mathias Deuerlein, Jochen Bernard, Thomas Montalvo, Idel Piller, Olivier |
| Author_xml | – sequence: 1 givenname: Mathias surname: Braun fullname: Braun, Mathias email: mathias.m.braun@gmail.com organization: Fraunhofer Institute of Optronics, System Technologies and Image Exploitation (IOSB), Fraunhoferstrae 1, 76131 Karlsruhe, Germany – sequence: 2 givenname: Thomas surname: Bernard fullname: Bernard, Thomas organization: Fraunhofer Institute of Optronics, System Technologies and Image Exploitation (IOSB), Fraunhoferstrae 1, 76131 Karlsruhe, Germany – sequence: 3 givenname: Olivier surname: Piller fullname: Piller, Olivier organization: Irstea, Water Infrastructure Asset Management Team, Bordeaux regional centre, Cestas F-33612, France – sequence: 4 givenname: Idel surname: Montalvo fullname: Montalvo, Idel organization: 3S Consult GmbH, Karlsruhe, Germany – sequence: 5 givenname: Jochen surname: Deuerlein fullname: Deuerlein, Jochen organization: 3S Consult GmbH, Karlsruhe, Germany |
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| Keywords | Water distribution networks Network security PID controllers Least-squares method Real-time demand calibration RESEAU DE DISTRIBUTION D'EAU SECURITE CALAGE DE MODELE |
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| References | Carpentier, Cohen (bib0020) 1991; 8 de Schaetzen W.B.F., Optimal Calibration and Sampling Design for Hydraulic Network Models, in Piller O., Gilbert D., and Van Zyl J., 2011. Dual Calibration for Coupled Flow and Transport Models of Water Distribution Systems, in “Water Distribution Systems Analysis 2010”, Tucson, AZ,;1; (2011), pp. 722-731. Exeter, UK, (1000), 277 pages. Kapelan Z., 2002. Calibration of water distribution system hydraulic models, in “Engineering thesis from the Univ. of Exeter”, Exeter, UK,;1; (2002), 335 pages. SMaRT-OnlineWDN, 2015. http://www.smart-onlinewdn.eu/, access on 16th April 2015. Preis, Whittle, Ostfeld, Perelman (bib0040) 2011; 137 Savic, Kapelan, Jonkergouw (bib0035) 2009; 6 Piller O., 1995. Modeling the behavior of a network - Hydraulic analysis and sampling procedures for parameter estimation, in “Applied Mathematics thesis from the University of Bordeaux (PRES)”, Talence, France, (1995), 288 pages (in French). Piller, Montalvo, Deuerlein, Gilbert, Braun, Ung (bib0010) 2014 Piller O., Bremond B., and Morel P., 1999. A Spatial Sampling Procedure for Physical Diagnosis in a Drinking Water Supply Network, in “International Conference on Computing and Control for the Water Industry CCWI ‘99”, Exeter, UK, Vol. 1/2, (1999), pp. 309-316. 10.1016/j.proeng.2015.08.946_bib0050 10.1016/j.proeng.2015.08.946_bib0030 Savic (10.1016/j.proeng.2015.08.946_bib0035) 2009; 6 10.1016/j.proeng.2015.08.946_bib0045 Carpentier (10.1016/j.proeng.2015.08.946_bib0020) 1991; 8 10.1016/j.proeng.2015.08.946_bib0025 Piller (10.1016/j.proeng.2015.08.946_bib0010) 2014 10.1016/j.proeng.2015.08.946_bib0015 10.1016/j.proeng.2015.08.946_bib0005 Preis (10.1016/j.proeng.2015.08.946_bib0040) 2011; 137 |
| References_xml | – reference: ”, Exeter, UK, (1000), 277 pages. – volume: 8 start-page: 247 year: 1991 end-page: 257 ident: bib0020 article-title: State Estimation and Leak Detection in Water Distribution Networks publication-title: in “Civil Engineering Systems” – reference: Kapelan Z., 2002. Calibration of water distribution system hydraulic models, in “Engineering thesis from the Univ. of Exeter”, Exeter, UK,;1; (2002), 335 pages. – reference: Piller O., Bremond B., and Morel P., 1999. A Spatial Sampling Procedure for Physical Diagnosis in a Drinking Water Supply Network, in “International Conference on Computing and Control for the Water Industry CCWI ‘99”, Exeter, UK, Vol. 1/2, (1999), pp. 309-316. – reference: de Schaetzen W.B.F., Optimal Calibration and Sampling Design for Hydraulic Network Models, in “ – start-page: 3 year: 2014 ident: bib0010 article-title: A Gradient-type Method for Real-Time State Estimation of Water Distribution Networks publication-title: 11th International Conference on Hydroinformatics, HIC2014 At New York, USA, 17-21 August 2014 – reference: Piller O., 1995. Modeling the behavior of a network - Hydraulic analysis and sampling procedures for parameter estimation, in “Applied Mathematics thesis from the University of Bordeaux (PRES)”, Talence, France, (1995), 288 pages (in French). – volume: 6 start-page: 3 year: 2009 end-page: 22 ident: bib0035 article-title: Quo vadis water distribution model calibration? publication-title: in “Urban Water Journal” – reference: Piller O., Gilbert D., and Van Zyl J., 2011. Dual Calibration for Coupled Flow and Transport Models of Water Distribution Systems, in “Water Distribution Systems Analysis 2010”, Tucson, AZ,;1; (2011), pp. 722-731. – volume: 137 start-page: 343 year: 2011 end-page: 351 ident: bib0040 article-title: Efficient Hydraulic State Estimation Technique Using Reduced Models of Urban Water Networks, in publication-title: Journal of Water Resources Planning and Management – reference: SMaRT-OnlineWDN, 2015. http://www.smart-onlinewdn.eu/, access on 16th April 2015. – start-page: 3 year: 2014 ident: 10.1016/j.proeng.2015.08.946_bib0010 article-title: A Gradient-type Method for Real-Time State Estimation of Water Distribution Networks publication-title: 11th International Conference on Hydroinformatics, HIC2014 At New York, USA, 17-21 August 2014 – ident: 10.1016/j.proeng.2015.08.946_bib0015 – ident: 10.1016/j.proeng.2015.08.946_bib0005 – ident: 10.1016/j.proeng.2015.08.946_bib0030 – volume: 6 start-page: 3 issue: 1 year: 2009 ident: 10.1016/j.proeng.2015.08.946_bib0035 article-title: Quo vadis water distribution model calibration? publication-title: in “Urban Water Journal” doi: 10.1080/15730620802613380 – volume: 137 start-page: 343 issue: 4 year: 2011 ident: 10.1016/j.proeng.2015.08.946_bib0040 article-title: Efficient Hydraulic State Estimation Technique Using Reduced Models of Urban Water Networks, in publication-title: Journal of Water Resources Planning and Management doi: 10.1061/(ASCE)WR.1943-5452.0000113 – volume: 8 start-page: 247 year: 1991 ident: 10.1016/j.proeng.2015.08.946_bib0020 article-title: State Estimation and Leak Detection in Water Distribution Networks publication-title: in “Civil Engineering Systems” doi: 10.1080/02630259108970634 – ident: 10.1016/j.proeng.2015.08.946_bib0025 – ident: 10.1016/j.proeng.2015.08.946_bib0050 – ident: 10.1016/j.proeng.2015.08.946_bib0045 |
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| SubjectTerms | Engineering Sciences Least-squares method Mathematics Network security PID controllers Real-time demand calibration Water distribution networks |
| Title | A Control Simulation Tool for Online Demand Calibration |
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