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Research articles

Quo vadis water distribution model calibration?

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Pages 3-22 | Received 08 Apr 2008, Accepted 10 Nov 2008, Published online: 07 Apr 2009

References

  • Ahmed , I. , Lansey , K. and Araujo , J. 1999 . “ Data collection for water distribution network calibration ” . In Water industry systems: modelling and optimization applications , Edited by: Savic , D. A. and Walters , G. A. Vol. 1 , 271 – 278 . Baldock : Research Studies Press .
  • Al-Omari , A. S. and Hanif Chaudhry , M. 2001 . Unsteady-state inverse chlorine modeling in pipe networks . Journal of Hydraulic Engineering , 127 ( 8 ) : 669 – 677 .
  • Altman , T. and Boulos , P. F. 1995 . Solving flow-constrained networks – inverse problem . Journal of Hydraulic Engineering , 121 ( 5 ) : 427 – 431 .
  • Balla , M. C. and Lingireddy , S. 2000 . Distributed genetic algorithm model on network of personal computers . Journal of Computing in Civil Engineering , 14 ( 3 ) : 199 – 205 .
  • Bargiela , A. and Hainsworth , G. D. 1989 . Pressure and flow uncertainty in water systems . Journal of Water Resources Planning and Management , 115 ( 2 ) : 212 – 229 .
  • Bascià , A. and Tucciarelli , T. 2003 . Simultaneous zonation and calibration of pipe network parameters . Journal of Hydraulic Engineering , 129 ( 5 ) : 394 – 403 .
  • Bhave , P. R. 1988 . Calibrating water distribution network models . Journal of Environmental Engineering , 114 ( 1 ) : 120 – 136 .
  • Boccelli , D. L. and Uber , J. G. . A markov chain monte carlo approach to network model calibration . Water Quality Technology Conference and Exposition . San Antonio, TX : American Water Works Association .
  • Boccelli , D. L. and Uber , J. G. 2005 . “ Incorporating spatial correlation in a markov chain monte carlo approach for network model calibration ” . In World Water Congress , Edited by: Walton , R. Vol. 173 , 28 Anchorage : ASCE .
  • Boccelli , D. L. 2003 . A reactive species model for chlorine decay and THM formation under rechlorination conditions . Water Research , 37 : 2654 – 2666 .
  • Boccelli , D. L. 2004 . “ Tracer tests for network model calibration ” . In World Water Congress , Edited by: Sehlke , G. , Hayes , D. F. and Stevens , D. K. Vol. 138 , 449 Salt Lake City : ASCE .
  • Boulos , P. F. and Ormsbee , L. E. 1991 . Explicit network calibration for multiple loading conditions . Civil Engineering Systems , 8 ( 3 ) : 153 – 160 .
  • Boulos , P. F. and Wood , D. J. 1990 . Explicit calculation of pipe-network parameters . Journal of Hydraulic Engineering , 116 ( 11 ) : 1329 – 1344 .
  • Boulos , P. F. , Altman , T. and Liou , J. C.P. 1993 . On the solvability of water distribution networks with unknown pipe characteristics . Applied Mathematical Modelling , 17 ( 7 ) : 380 – 387 .
  • Box , M. J. 1965 . A new method of a constrained optimisation and a comparison with other methods . Computer Journal , 8 : 45 – 52 .
  • Brdys , M. A. and Chen , K. 1993 . “ Joint state and parameter estimation of dynamic water supply systems with unknown but bounded uncertainty ” . In Integrated Computer Applications in Water Supply , Edited by: Coulbeck , B. Vol. 1 , 335 – 355 . Baldock : Research Studies Press .
  • Brdys , M. A. and Chen , K. . Joint state and parameter estimation of dynamic water supply system under bounded uncertainty using geometric programming . Proceedings 10 IFAC Symposium on System Identification . Denmark. Edited by: Blanke , M. and Soderstrom , T. Vol. 3 , pp. 331 – 336 . Copenhagen .
  • Brdys , M. A. and Chen , K. 1995 . Set membership estimation of state and parameters in quantity models of water supply and distribution systems . Automatisierungstechnik , 43 ( 2 ) : 77 – 84 .
  • Brdys , M. A. and Ulanicki , B. 1994 . “ State and parameter estimation ” . In Operational control of water systems: structures, algorithms and applications Prentice Hall International, 96–131
  • Brémond , B. , Chesneau , O. and Piller , O. . Calibration methodology for a residual chlorine-decreasing model in drinking water networks . World Water Congress . Edited by: Bizier , P. and DeBarry , P. pp. 270 Philadelphia : ASCE .
  • Bush , C. A. and Uber , J. G. 1998 . Sampling design methods for water distribution model calibration . Journal of Water Resources Planning and Management , 124 ( 6 ) : 334 – 344 .
  • Carpentier , P. and Cohen , G. 1993 . Applied mathematics in water supply network management . Automatica , 29 ( 5 ) : 1215 – 1250 .
  • Chambers , V. K. , Creasey , J. D. and Joy , J. S. 1995 . Modelling free and total chlorine decay in potable water distribution systems . Journal of Water Supply: Research and Technology – AQUA , 44 ( 2 ) : 60 – 69 .
  • Chen , L. C. 1995 . Pipe network transient analysis – the forward and inverse problems Ph.D. thesis, Faculty of the Graduate School, Cornell University
  • Chun , D. G. and Selznick , H. L. 1985 . “ Computer modeling of distribution system water quality ” . In Computer applications in water resources Edited by: Torno , H. C. ASCE, 448–456
  • Clark , R. M. 1998 . Chlorine demand and TTHM formation kinetics: a second order model . Journal of Environmental Engineering , 124 ( 1 ) : 16 – 24 .
  • Clark , R. M. 1986 . Predicting water quality in distribution systems Tech. Rep. EPA/600/D-86/230, U.S. Environmental Protection Agency
  • Clark , R. M. 1991 . Field-testing distribution water quality models . Journal of the American Water Works Association , 83 ( 7 ) : 67 – 75 .
  • Clark , R. M. 1993 . Modeling contaminant propagation in drinking-water distribution systems . Journal of Environmental Engineering , 119 ( 2 ) : 349 – 364 .
  • Clark , R. M. 1994 . Measuring and modeling chlorine propagation in water distribution systems . Journal of Water Resources Planning and Management , 120 ( 6 ) : 871 – 887 .
  • Clark , R. M. , Rossman , L. A. and Wymer , L. J. 1995 . Modeling distribution system water quality: Regulatory implications . Journal of Water Resources Planning and Management , 121 ( 6 ) : 423 – 428 .
  • Constans , S. , Brémond , B. and Morel , P. 2003 . Simulation and control of chlorine levels in water distribution networks . Journal of Water Resources Planning and Management , 129 ( 2 ) : 135 – 145 .
  • Covas , D. and Ramos , H. . Hydraulic transients used for leakage detection in water distribution systems . 4th International Conference on Water Pipeline Systems . York. Edited by: Lowdon , A. pp. 227 – 241 .
  • Cozzolino , L. , Pianese , D. and Pirozzi , F. 2005 . Control of DBPs in water distribution systems through optimal chlorine dosage and disinfection station allocation . Desalination , 176 : 113 – 125 .
  • Cross , H. 1936 . Analysis of flow in networks of conduits or conducts Tech. Rep. Bulletin 286, University of Illinois, Engineering Experiment Station
  • Datta , R. S.N. and Sridharan , K. 1994 . Parameter estimation in water-distribution systems by least squares . Journal of Water Resources Planning and Management , 120 ( 4 ) : 405 – 422 .
  • de Schaetzen , W. 2000 . Optimal calibration and sampling design for hydraulic network models Ph.D. thesis, School of Engineering and Computer Science, University of Exeter, Exeter, UK
  • de Schaetzen , W. 1999 . “ Optimal logger density in water distribution network calibration ” . In Water industry systems: modelling and optimization applications , Edited by: Savic , D. A. and Walters , G. A. Vol. 1 , 301 – 307 . Baldock : Research Studies Press .
  • de Schaetzen , W. B.F. , Walters , G. A. and Savic , D. A. 2000 . Optimal sampling design for model calibration using shortest path, genetic and entropy algorithms . Urban Water Journal , 2 ( 2 ) : 141 – 152 .
  • DiGiano , F. A. , Westbrook , A. and Zhang , W. 2006 . “ Residence time from tracer tests: field experience and calculation techniques ” . In Water Distribution Systems Analysis Symposium No. 54. Cincinnati, USA
  • DiGiano , F. A. and Zhang , W. 2004 . Uncertainty analysis in a mechanistic model of bacterial regrowth in distribution systems . Environmental Science & Technology , 38 ( 22 ) : 5925 – 5931 .
  • DiGiano , F. A. , Zhang , W. and Travaglia , A. 2005 . Calculation of the mean residence times in distribution systems from tracer studies and models . Journal of Water Supply: Research and Technology – AQUA , 54 ( 1 ) : 1 – 14 .
  • Engineering Computer Applications Committee Calibration Guidelines for Water Distribution System Modelling American Water Works Association New Orleans 1999
  • Ferreri , G. B. , Napoli , E. and Tumbiolo , A. . Calibration of roughness in water distribution networks . Proceedings 2 International Conference on Water Pipeline Systems . Edinburgh. Edited by: Miller , D. S. Vol. 1 , pp. 379 – 396 .
  • Giustolisi , O. , Savic , D. A. and Kapelan , Z. 2008 . Pressure-Driven Demand and Leakage Simulation for Water Distribution Networks . Journal of Hydraulic Engineering, ASCE , 134 ( 5 ) : 626 – 635 .
  • Goldberg , D. E. 1989 . Genetic algorithms in search, optimisation and machine learning , Reading, MA : Addison-Wesley .
  • Gotoh , K. 1982 . Water quality alteration in distribution pipe-network . Journal of the American Water Works Association , 4 : 51 – 65 .
  • Gözütok , S. and Özdemir , O. N. . Refinement of hydraulic calibration for water supply networks with genetic algorithms . World Water Congress . Edited by: Bizier , P. and DeBarry , P. Vol. 118 , pp. 131 Philadelphia : ASCE .
  • Grayman , W. M. 2006 . “ A quarter of a century of water quality modeling in distribution systems ” . In Water Distribution Systems Analysis Symposium No. 46. Cincinnati, USA
  • Grayman , W. M. , Clark , R. M. and Males , R. M. 1988 . Modeling distribution-system water quality: dynamic approach . Journal of Water Resources Planning and Management , 114 ( 3 ) : 295 – 312 .
  • Greco , M. and Del Giudice , G. 1999 . New approach to water distribution network calibration . Journal of Hydraulic Engineering , 125 ( 8 ) : 849 – 854 .
  • Haas , C. N. and Karra , S. B. 1984 . Kinetics of wastewater chlorine demand exertion . Journal of the Water Pollution Control Federation , 56 ( 2 ) : 170 – 173 .
  • Hallam , N. B. 2002 . The decay of chlorine associated with the pipe wall in water distribution systems . Water Research , 36 : 3479 – 3488 .
  • Huang , J. J. and McBean , E. A. 2006 . “ Use of bayesian statistics to study chlorine decay within a water distribution system ” . In Water Distribution Systems Analysis Symposium No. 73. Cincinnati, USA
  • Hunt , W. A. and Kroon , J. R. 1991 . “ Model calibration for chlorine residuals in distribution systems ” . In Water quality modeling in distribution systems , 237 – 263 . Cincinnati : AwwaRF and USEPA .
  • Islam , M. R. , Hanif Chaudhry , M. and Clark , R. M. 1997 . Inverse modeling of chlorine concentration in pipe networks under dynamic condition . Journal of Environmental Engineering , 123 ( 10 ) : 1033 – 1040 .
  • Jonkergouw , P. 2008 . Water quality model calibration under unknown demands . Journal of Water Resources Planning and Management , 134 ( 4 ) : 326 – 336 .
  • Kapelan , Z. 2002 . Calibration of water distribution system hydraulic models Ph.D. thesis, School of Engineering and Computer Science, University of Exeter, Exeter, UK
  • Kapelan , Z. , Savic , D. A. and Walters , G. A. 2003a . A hybrid inverse transient model for leakage detection and roughness calibration in pipe networks . Journal of Hydraulic Research , 41 ( 5 ) : 481 – 492 .
  • Kapelan , Z. , Savic , D. A. and Walters , G. A. 2003b . Multiobjective sampling design for water distribution model calibration . Journal of Water Resources Planning and Management , 129 ( 6 ) : 466 – 479 .
  • Kapelan , Z. , Savic , D. A. and Walters , G. A. 2004 . Incorporation of prior information on parameters in inverse transient analysis for leak detection and roughness calibration . Urban Water , 1 ( 2 ) : 129 – 143 .
  • Kapelan , Z. , Savic , D. A. and Walters , G. A. 2005 . Optimal sampling design methodologies for water distribution model calibration . Journal of Hydraulic Engineering , 131 ( 3 ) : 190 – 200 .
  • Kapelan , Z. , Savic , D. A. and Walters , G. A. 2007 . Calibration of WDS hydraulic models using the Bayesian recursive procedure . Journal of Hydraulic Engineering , 133 ( 8 ) : 927 – 936 .
  • Kennedy , M. S. , Sarikelle , S. and Suravallop , K. 1991 . “ Travel time calibration in water distribution systems ” . In Water quality modeling in distribution systems , 219 – 233 . Cincinnati : AwwaRF and USEPA .
  • Kiéné , L. , Lu , W. and Lévi , Y. 1998 . Relative importance of the phenomena responsible for chlorine decay in drinking water distribution systems . Water Science and Technology , 38 ( 6 ) : 219 – 227 .
  • Lansey , K. E. and Basnet , C. 1991 . Parameter estimation for water distribution networks . Journal of Water Resources Planning and Management , 117 ( 1 ) : 126 – 144 .
  • Lansey , K. E. 2001 . Calibration assessment and data collection for water distribution networks . Journal of Hydraulic Engineering , 127 ( 4 ) : 270 – 279 .
  • Lee , B. H. and Deininger , R. A. 1992 . Optimal locations of monitoring stations in water distribution systems . Journal of Environmental Engineering , 118 ( 1 ) : 4 – 16 .
  • Liggett , J. A. and Chen , L. C. 1994 . Inverse transient analysis in pipe networks . Journal of Hydraulic Engineering , 120 ( 8 ) : 934 – 955 .
  • Liggett , J. A. and Chen , L. C. 1995 . “ Monitoring water distribution systems. the inverse method as a tool for calibration and leak detection ” . In Improving efficiency and reliability in water distribution systems , Edited by: Cabrera , E. and Vela , A. F. Vol. 14 , 107 – 134 . Boston : Kluwer Academic .
  • Lingireddy , S. and Ormsbee , L. E. 1998 . Optimal network calibration model based on genetic algorithms Tech. rep., University of Kentucky, USA
  • Lingireddy , S. and Ormsbee , L. E. 1999 . “ Optimal network calibration model based on genetic algorithms ” . In WRPMD 1999 , Edited by: Wilson , E. M. Vol. 102 , 45 Tempe : ASCE .
  • Liou , C. P. and Kroon , J. R. 1987 . Modeling the propagation of waterborne substances in distribution networks . Journal of the American Water Works Association , : 54 – 65 .
  • Little , K. W. and Lauria , D. T. 1989 . Water quality model calibration: A comparison of input and output error criteria . Water Resources Bulletin – AWRA , 25 ( 4 ) : 755 – 764 .
  • Loaiciga , H. A. 1992 . Review of ground-water quality monitoring network design . Journal of Hydraulic Engineering , 118 ( 1 ) : 11 – 37 .
  • Lu , C. , Biswas , P. and Clark , R. M. 1995 . Simultaneous transport of substrates, disinfectants and microorganisms in water pipes . Water Research , 29 ( 3 ) : 881 – 889 .
  • Lu , W. , Kiéné , L. and Lévi , Y. 1999 . Chlorine demand of biofilms in water distribution systems . Water Research , 33 ( 3 ) : 827 – 835 .
  • Magrané , R. P. , Ulanicki , B. and Casin , J. Q. 1999 . “ Extended period observability of water network models ” . In Water industry systems: modelling and optimization applications , Edited by: Savic , D. A. and Walters , G. A. Vol. 1 , Baldock : Research Studies Press .
  • Males , R. M. 1985 . Algorithm for mixing problems in water systems . Journal of Hydraulic Engineering , 111 ( 2 ) : 206 – 219 .
  • Mallick , K. N. 2002 . Determining pipe groupings for water distribution networks . Journal of Water Resources Planning and Management , 128 ( 2 ) : 130 – 139 .
  • Marinelli , A. and Furlani , G. 1999 . “ Water quality modelling: a case study ” . In WRPMD 1999 , Edited by: Wilson , E. M. Vol. 102 , 32 Tempe : ASCE .
  • Meier , R. W. and Barkdoll , B. D. 2000 . Sampling design for network model calibration using genetic algorithms . Journal of Water Resources Planning and Management , 126 ( 4 ) : 245 – 250 .
  • Morley , M. S. 2008 . A framework for advanced decision support systems in hydroinformatics Ph.D. thesis, School of Engineering, Computing and Mathematics, University of Exeter, Exeter, UK
  • Munavalli , G. R. and Mohan Kumar , M. S. 2003a . Optimal scheduling of multiple chlorine sources in water distribution systems . Journal of Water Resources Planning and Management , 129 ( 6 ) : 53 – 62 .
  • Munavalli , G. R. and Mohan Kumar , M. S. 2003b . Water quality parameter estimation in a steady state distribution system . Journal of Water Resources Planning and Management , 129 ( 2 ) : 124 – 134 .
  • Munavalli , G. R. and Mohan Kumar , M. S. 2005 . Water quality parameter estimation in a distribution system under dynamic state . Water Research , 39 : 4287 – 4298 .
  • Myers , R. H. and Mongomery , D. C. 2002 . Response surface methodology: process and product optimization using designed experiments , 824 New York : WileyBlackwell .
  • Nace , A. , Harmant , P. and Villon , P. 2001 . “ Optimization of location and chlorine dosage of the booster chlorination in water distribution network ” . In World Water Congress , Edited by: Phelps , D. and Sehlke , G. Vol. 111 , 398 Orlando : ASCE .
  • Nagar , A. K. and Powell , R. S. 2000 . “ Observability analysis of water distribution systems under parametric and measurement uncertainty ” . In Water resources , Edited by: Hotchkiss , R. H. and Glade , M. Minneapolis : ASCE .
  • Nilsson , K. A. , Buchberger , S. G. and Clark , R. M. 2005 . Simulating exposures to deliberate intrusions into water distribution systems . Journal of Water Resources Planning and Management , 131 ( 3 ) : 228 – 236 .
  • Ormsbee , L. E. 1989 . Implicit network calibration . Journal of Water Resources Planning and Management , 115 ( 2 ) : 243 – 257 .
  • Ormsbee , L. E. and Wood , D. J. 1986 . Explicit network calibration . Journal of Water Resources Planning and Management , 112 ( 2 ) : 166 – 182 .
  • Ostfeld , A. 2005 . A review of modeling water quality in distribution systems . Urban Water Journal , 2 ( 2 ) : 107 – 114 .
  • Ostfeld , A. 2008 . The Battle of the Water Sensor Networks (BWSN): a design challenge for engineers and algorithms . ASCE Journal of Water Resources Planning and Management , 134 ( 6 ) : 556 – 568 .
  • Panguluri , S. . Water distribution system analysis: field studies, modeling and management: a reference guide for utilities . Tech. Rep. EPA/600/R-06/028, U.S. Environmental Protection Agency, Office of Research and Development, NRMRL, WSWRD
  • Piller , O. , Brémond , B. and Morel , P. 1999 . “ A spatial sampling procedure for physical diagnosis in a drinking water supply network ” . In Water industry systems: modelling and optimization applications , Edited by: Savic , D. A. and Walters , G. A. Vol. 1 , 209 – 316 . Baldock : Research Studies Press .
  • Preis , A. and Ostfeld , A. 2006 . Contamination source identification in water systems: a hybrid model trees–linear programming scheme . Journal of Water Resources Planning and Management , 132 ( 4 ) : 263 – 273 .
  • Press , W. H. 1990 . Numerical recipes: the art of scientific computing Cambridge University Press
  • Propato , M. . Integrated control and booster system design for residual maintenance in water distribution systems . World Water Congress . Edited by: Phelps , D. and Sehlke , G. Vol. 111 , pp. 390 Orlando : ASCE .
  • Pudar , R. S. and Liggett , J. A. 1992 . Leaks in pipe networks . Journal of Hydraulic Engineering , 118 ( 7 ) : 1031 – 1046 .
  • Rahal , C. M. , Sterling , M. J.H. and Coulbeck , B. 1980 . Parameter tuning for simulation models of water distribution networks . In: Institution of Civil Engineers , 69 : 751 – 762 .
  • Ray , R. . Lessons Learned in Calibrating an IDSE Model, World Environmental and Water Resources Congress 2007: Restoring Our Natural Habitat . Tampa, FL. (CD Proceedings)
  • Reddy , P. V.N. , Sridharan , K. and Rao , P. V. 1996 . WLS method for parameter estimation in water distribution networks . Journal of Water Resources Planning and Management , 122 ( 3 ) : 157 – 164 .
  • Rodriguez , M. J. and Sérodes , J. 1996 . Neural network-based modelling of the adequate chlorine dosage for drinking water disinfection . Canadian Journal of Civil Engineering , 23 ( 3 ) : 621 – 631 .
  • Rossman , L. A. 2000 . EPANET 2 Users Manual , Cincinnati, OH : Risk Reduction Engineering Laboratory, US Environmental Protection Agency .
  • Rossman , L. A. , Clark , R. M. and Grayman , W. M. 1994 . Modeling chlorine residuals in drinking water distribution systems . Journal of Environmental Engineering , 120 ( 4 ) : 803 – 820 .
  • Sautner , J. B. . Field testing of water-distribution systems at U.S. marine corps base, camp Lejeune, North Carolinasupport of an epidemiologic study . World Water Congress . No. 8015. Anchorage, USA
  • Savic , D. A. and Walters , G. A. 1995 . Genetic algorithm techniques for calibrating network models Tech. Rep. 95/12, Centre for Systems and Control Engineering, University of Exeter, UK
  • Shamir , U. 1974 . Optimal design and operation of water distribution systems . Water Resources Research , 10 ( 1 ) : 27 – 36 .
  • Shamir , U. and Howard , C. D.D. 1968 . Water distribution systems analysis . Journal of the Hydraulic Division , 94 ( 1 ) : 219 – 234 .
  • Shang , F. 2005 . Path-dependent approach to estimate chlorine wall demand coefficient in water distribution system Ph.D. thesis, Department of Civil and Environmental Engineering of the College of Engineering, University of Cincinnati
  • Shang , F. , Uber , J. G. and Polycarpou , M. M. 2002 . Particle backtracking algorithm for water distribution system analysis . Journal of Environmental Engineering , 128 ( 5 ) : 441 – 450 .
  • Sharp , W. W. , Pfeffer , J. and Morgan , M. 1991 . “ In situ chlorine decay rate testing ” . In Water quality modeling in distribution systems , 311 – 321 . Cincinnati : AWWARF and U.S. EPA .
  • Simon , D. , Gertig , K. and Stone , S. 2006 . “ Fluoride tracer test planning and implementation to support water distribution model calibration and IDSE compliance ” . In Water Distribution Systems Analysis Symposium No. 149. Cincinnati, OH, USA
  • Simpson , A. R. and Vítkovský , J. P. 1997 . “ A review of pipe calibration and leak detection methodologies for water distribution networks ” . In 17 Federal Convention , Vol. 1 , 680 – 687 . Australian Water and Wastewater Association .
  • Sohn , J. 2004 . Disinfectant decay and disinfection by-products formation model development: chlorination and ozonation by-products . Water Research , 38 ( 10 ) : 2461 – 2478 .
  • Speight , V. L. , Kalsbeek , W. D. and DiGiano , F. A. 2004 . Randomized stratified sampling methodology for water quality in distribution systems . Journal of Water Resources Planning and Management , 130 ( 4 ) : 330 – 338 .
  • Tang , K. 1999 . “ Inverse transient calibration of water distribution systems using genetic algorithms ” . In Water industry systems: modelling and optimization applications , Edited by: Savic , D. A. and Walters , G. A. Vol. 1 , 317 – 326 . Baldock : Research Studies Press .
  • Todini , E. 1999 . “ Using a kalman filter approach for looped water distribution network calibration ” . In Water industry systems: modelling and optimization applications , Edited by: Savic , D. A. and Walters , G. A. Vol. 1 , 327 – 336 . Baldock : Research Studies Press .
  • Tucciarelli , T. , Criminisi , A. and Termini , D. 1999 . Leak analysis in pipeline systems by means of optimal valve regulation . Journal of Hydraulic Engineering , 125 ( 3 ) : 277 – 285 .
  • Uber , J. G. , Shang , F. and Rossman , L. A. . Extensions to EPANET for fate and transport of multiple interacting chemical or biological components . Proceedings ASCE/EWRI World Water and Environmental Resources Congress . Salt Lake City, Utah
  • van Bloemen Waanders , B. G. 2004 . “ Application of optimization methods to calibration of water distribution systems ” . In World Water Congress , Edited by: Sehlke , G. , Hayes , D. F. and Stevens , D. K. Vol. 138 , 448 Salt Lake City : ASCE .
  • Vasconcelos , J. J. 1997 . Kinetics of chlorine decay . Journal of the American Water Works Association , 89 ( 7 ) : 54 – 65 .
  • Vítkovský , J. P. and Simpson , A. R. 1997 . Calibration and leak detection in pipe networks using inverse transient analysis and genetic algorithms Tech. Rep. R 157, Department of Civil and Environmental Engineering, University of Adelaide
  • Vítkovský , J. P. , Lambert , M. and Simpson , A. R. . Advances in unsteady friction modelling in transient pipe flow . 8th International Conference on Pressure Surges . Den Haag, the Netherlands. Edited by: Anderson , A. pp. 471 – 482 .
  • Vítkovský , J. P. , Simpson , A. R. and Lambert , M. F. 2000b . Leak detection and calibration using transients and genetic algorithms . Journal of Water Resources Planning and Management , 126 ( 4 ) : 262 – 265 .
  • Vítkovský , J. P. 2001 . “ An experimental verification of the inverse transient technique ” . In Hydraulics in Civil Engineering Hobart, Australia
  • Vítkovský , J. P. 2003 . Optimal measurement site locations for inverse transient analysis in pipe networks . Journal of Water Resources Planning and Management , 129 ( 6 ) : 480 – 492 .
  • Wable , O. 1991 . “ Modelling chlorine concentrations in a network and applications to Paris distribution system ” . In Water quality modeling in distribution systems , 77 – 85 . Cincinnati : AWWARF and U.S. EPA .
  • Walski , T. 1983 . A technique for calibrating network models . Journal of Water Resources Planning and Management , 109 ( 4 ) : 360 – 372 .
  • Walski , T. M. 1986 . Case study: Pipe network model calibration issues . Journal of Water Resources Planning and Management , 112 ( 2 ) : 238 – 249 .
  • Walski , T. M. . Standards for model calibration . American Water Works Association Computer Conference . Norfolk
  • Walski , T. M. 2000 . Model calibration data: the good, the bad, and the useless . AWWA Journal , 92 ( 1 ) : 94 – 99 .
  • Walski , T. 2003 . Advanced water distribution modeling and management , Waterbury : Haestad Methods Press .
  • Walski , T. , Wu , Z. and Hartell , W. 2004 . “ Performance of automated calibration for water distribution systems ” . In World Water and Environmental Resources Congress Edited by: Sehlke , G. , Hayes , D. F. and Stevens , D. K. Salt Lake City, Utah (CD proceedings)
  • Walters , G. A. , Savic , D. A. , Morley , M. and de Schaetzen , W. . Calibration of water distribution network models using genetic algorithms . 7th International Conference on Hydraulic Engineering Software - Hydrosoft 98 . Southampton, UK. Edited by: Blain , W. R.
  • Wood , D. J. 1980 . Slurry flow in pipe networks . Journal of Hydraulics , 106 ( 1 ) : 57 – 70 .
  • Wu , Z. Y. and Clark , C. 2009 . Evolving effective hydraulic model for municipal water systems . Water Resources Management , 23 ( 1 ) : 117 – 136 .
  • Wu , Z. Y. and Sage , P. . Water loss detection via genetic algorithm optimization-based model calibration . 8th Annual Water Distribution System Symposium . Cincinnati, Ohio. 11 (CD proceedings)
  • Xu , C. and Goulter , I. 1998 . Probabilistic model for water distribution reliability . Journal of Water Resources Planning and Management , 124 ( 4 ) : 218 – 228 .
  • Yang , L. , Boccelli , D. L. and Uber , J. G. 2006 . “ Assessing uncertainty in chlorine residual predictions in drinking water distribution system ” . In Water Distribution Systems Analysis Symposium No. 227. Cincinnati, OH
  • Yu , G. and Powell , R. S. 1994 . Optimal design of meter placement in water distribution systems . International Journal of Systems Science , 25 ( 12 ) : 2155 – 2166 .
  • Zierolf , M. L. , Polycarpou , M. M. and Uber , J. G. 1998 . Development and autocalibration of an input–output model of chlorine transport in drinking water distribution systems . IEEE Transactions on Control Systems Technology , 6 ( 4 ) : 543 – 553 .

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