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Research articles

Calibration of water distribution hydraulic models: A comparison between pressure dependent and demand driven analyses

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Pages 93-102 | Received 11 Nov 2009, Accepted 09 Dec 2010, Published online: 08 Apr 2011

References

  • Bentley . Website: http://www.bentley.com/en-US/Products/WaterCAD or WaterGEMS
  • Bhave , P. R. 1988 . Calibrating water distribution network models . Journal of Environmental Engineering , 114 ( 1 ) : 120 – 136 .
  • Boulos , P. F. and Wood , D. J. 1990 . Explicit calculation of pipe-network parameters . Journal of Hydraulic Engineering, ASCE , 116 ( 11 ) : 1329 – 1344 .
  • Boulos , P. F. and Wood , D. J. 1991 . An explicit algorithm for calculating operating parameters for water networks . Civil Engineering Systems , 8 ( 2 ) : 115 – 122 .
  • Box , M. J. 1965 . A new method of a constrained optimization and a comparison with other methods . Computer Journal , 8 ( 1 ) : 45 – 52 .
  • Branisavljević , N. , Prodanović , D. and Ivetić , M. 2009 . Uncertainty reduction in water distribution network modelling using system inflow data . Urban Water Journal , 6 ( 1 ) : 69 – 79 .
  • Cheung , P. B. , Reis , L. F.R. and Van Zyl , J.E. 2005 . “ Extension Epanet for pressure driven demand modeling in water distribution system ” . In Computing and Control for the Water Industry , Edited by: Walters , G. and Savic , D. 311 – 316 . Exeter, , UK : Center for Water Systems, University of Exeter, vol. 1 .
  • Colombo , A. F. and Giustolisi . 2007 . “ A meta-modeling approach for water distribution system calibration ” . In Water Management Challenges in Global Change , 137 – 142 . London, , UK : Taylor & Francis Group .
  • Cullinane , M. J. , Lansey , K. E. and Mays , L. W. 1992 . Optimization-availability-based design of water distribution networks . Journal of Hydraulic Engineering, ASCE , 118 ( 3 ) : 420 – 441 .
  • Datta , R. S.N. and Sridharan , K. 1994 . Parameter estimation in water-distribution systems by least squares . Journal ofWater Resources Planning and Management, ASCE , 120 ( 4 ) : 405 – 422 .
  • de Schaetzen , W. , 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 . U.S. Environmental Protection Agency Website: http://www.epa.gov/nrmrl/wswrd/dw/epanet.html
  • Ferreri , G. B. , Napoli , E. and Tumbiolo , A. Calibration of roughness in water distribution networks . Proceedings of the 2nd International Conference on WaterPipeline Systems . pp. 379 – 396 . BHR Group, Edinburgh, , UK
  • Germanopoulos , G. 1985 . A technical note on the inclusion of pressure dependent demand and leakage terms in water supply network models . Civil Engineering Systems , 2 ( 3 ) : 171 – 179 .
  • Giustolisi , O. and Laucelli , D. 2007 . “ More realistic water distribution network design using pressure-driven demands and leakages ” . In Proceedings of the Computer and Control in Water Industry (CCWI) – Water Management Challenges in Global Changes , Edited by: Ulaniki . 177 – 183 . London, , UK : Taylor and Francis Group .
  • Giustolisi , O. and Todini , E. 2009 . Pipe hydraulic resistance correction in WDN analysis . Urban Water Journal , 6 ( 1 ) : 39 – 52 .
  • Goldberg , D. E. 1989 . Genetic algorithms in search, optimisation and machine learning , Reading, MA : Addison-Wesley .
  • Greco , M. and Del Giudice , G. 1999 . New approach to water distribution network calibration . Journal of Hydraulic Engineering, ASCE , 125 ( 8 ) : 849 – 854 .
  • Gupta , R. and Bhave , P. R. 1994 . Reliability analysis of water-distribution systems . Journal of Environmental Engineering , 120 ( 2 ) : 447 – 460 .
  • Gupta , R. and Bhave , P. R. 1996 . Comparison of methods for predicting deficient network performance . Journal ofWater Resources Planning and Management, ASCE , 122 ( 3 ) : 214 – 217 .
  • Haestad Methods . 2003 . WaterCAD User's Guide Bentley Systems Incorporated, Haestad Methods Solution Center, Watertown, USA
  • Hovey , D. J. and Farmer , E. J. 1999 . DOT states indicate need to refocus pipeline accident prevention . Oil & Gas Journal , 97 ( 11 ) : 52 – 53 .
  • Jacobsen , L. B. and Sri Kamojjala , S. 2009 . Tools and processes for calibrating large all-pipes models . Urban Water Journal , 6 ( 1 ) : 29 – 38 .
  • Kapelan , Z. S. , Savic , D. A. and Walters , G. A. 2007 . Calibration of water distribution hydraulic models using a bayesian-type procedure . Journal of Hydraulic Engineering, ASCE , 133 ( 8 ) : 927 – 936 .
  • Lambert , A. Pressure management/leakage relationships: Theory, concepts and practical applications . Proceedings of the Minimizing Leakage in Water Supply/Distribution Systems . IQPC Seminar, London
  • Lambert , A. What do we know about pressure: leakage relationships in distribution systems? . Proceedings of the IWA Conference on System approach to leakage control and water distribution system management . Brno : Czech Republic .
  • 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. , El-Shorbagy , W. , Ahmed , I. , Araujo , J. and Haan , C. T. 2001 . Calibration assessment and data collection for water distribution networks . Journal of Hydraulic Engineering , 127 ( 4 ) : 270 – 279 .
  • Lingireddy , S. and Ormsbee , L. E. Optimal network calibration model based on Genetic Algorithms . Proceedings of the 29th Annual Water Resources Planning and Management Conference . Tempe, Arizona
  • Ormsbee , L. E. 1989 . Implicit network calibration . Journal of Water Resources Planning and Management, ASCE , 115 ( 2 ) : 243 – 257 .
  • Ormsbee , L. E. and Wood , D. J. 1986 . Explicit pipe network calibration . Journal of Water Resources Planning and Management, ASCE , 112 ( 2 ) : 166 – 182 .
  • Piller , O. and Van Zyl , J. E. A unified framework for pressure driven network analysis . Proceedings of the Water Management Challenges in Global Change (CCWI2007 and SUWM2007 Conference) . Volume 2/2 , pp. 25 – 30 . Leicester, , UK
  • Piller , O. and Van Zyl , J. E. Pressure-driven analysis of network sections supplied via high-lying nodes . Proceedings of the Computing and Control in the Water Industry, ‘Integrating water systems’ . Volume 1/1 , pp. 7 The Edge, University of Sheffield, printed by CRC Press/Balkema
  • Pudar , R. S. and Liggett , J. A. 1992 . Leaks in pipe networks . Journal of Hydraulic Engineering, ASCE , 118 ( 7 ) : 1031 – 1046 .
  • Rahal , C. M. , Sterling , M. J.H. and Coulbeck , B. Parameter tuning for simulation models of water distribution networks . Proceedings of the Institution of Civil Engineers, Part 2 . Vol. 69 , pp. 751 – 762 .
  • 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, ASCE , 122 ( 3 ) : 157 – 164 .
  • Savic , D. A. and Walters , G. A. 1995 . Genetic algorithm techniques for calibrating network models. Report No. 95/12 , 41 Centre for Systems and Control Engineering, University of Exeter .
  • Savic , D. A. , Kapelan , Z. S. and Jonkergouw , P. M.R. 2009 . Quo vadis water distribution model calibration? . Urban Water Journal , 6 ( 1 ) : 3 – 22 .
  • Shamir , U. and Howard , C. D.D. 1968 . Water distribution systems analysis . Journal of Hydraulic. Division, ASCE , 94 ( 1 ) : 219 – 234 .
  • Tabesh , M. 1998 . “ Implication of the pressure dependency of outflows on data management, mathematical modeling and reliability assessment of water distribution systems ” . Ph.D. Thesis, Department of Civil Engineering, University of Liverpool, UK
  • Tabesh , M. and Doulatkhahi , A. 2006 . Effects of pressure dependent analysis on quality performance assessment of water distribution networks . Iranian Journal of Science and Technology, Transaction B: Technology , 30 ( B1 ) : 119 – 128 .
  • Tabesh , M. , Tanyimboh , T. T. and Burrows , R. 2002 . Head driven simulation of water supply network . International Journal of Engineering, Transactions A., Basics , 15 ( 1 ) : 11 – 22 .
  • Tabesh , M. , Asadiyani Yekta , A.H. and Burrows , R. 2009 . An integrated model to evaluate losses in water distribution networks . Journal of Water Resources Management , 23 ( 3 ) : 477 – 492 .
  • Tanyimboh , T. T. and Templeman , A. B. 2007 . “ A new nodal outflow function for head-dependent modelling of water distribution networks ” . In Advances in Engineering Software www.sciencedirect.com
  • Todini , E. Using a Kalman Filter approach for looped water distribution network calibration . Proceedings of the Water Industry Systems: Modeling and Optimization Applications . Edited by: Savic , D. A. and Walters , G. A. Vol. 1 , pp. 327 – 336 . Exeter, UK, D.A.
  • Todini , E. Toward realistic extended period simulations (EPS) in looped pipe network . In the Proceedings of the 8th annual Water Distribution System Analysis Symposium, University of Cincinnatti . August 27–30 . pp. 16 Cincinnati OH, , USA
  • Tucciarelli , T. , Criminisi , A. and Termini , D. 1999 . Leak analysis in pipeline systems by means of optimal valve regulation . Journal of Hydraulic Engineering, ASCE , 125 ( 3 ) : 277 – 285 .
  • Wagner , J. M. , Shamir , U. and Marks , D. H. 1988 . Water distribution reliability: Simulation methods . Journal of Water Resources Planning and Management, ASCE , 114 ( 3 ) : 276 – 294 .
  • Walski , T. M. 1983 . Technique for calibrating network models . Journal of Water Resources Planning and Management, ASCE , 109 ( 4 ) : 360 – 372 .
  • Walski , T. M. 1986 . Case study: Pipe network model calibration issues . Journal of Water Resources Planning and Management, ASCE , 112 ( 2 ) : 238 – 249 .
  • Wu , Z. Y. 2009 . Unified parameter optimisation approach for leakage detection and extended-period simulation model calibration . Urban Water Journal , 6 ( 1 ) : 53 – 67 .
  • Wu , Z. Y. and Sage , P. 2007 . “ Pressure dependent demand optimization for leakage detection in water distribution systems ” . In Proceedings of the Water Management Challenges in Global Change , Edited by: Ulaniki . 353 – 361 . London : Taylor and Francis .
  • Wu , Z. Y. , Wang , R. H. , Walski , T. M. , Yang , S. Y. , Bowdler , D. and Baggett , C. 2009 . Extended global-gradient algorithm for pressure dependent water distribution analysis . Journal of Water Resources Planning and Management, ASCE , 135 ( 1 ) : 13 – 22 .

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