Water distribution network calibration using enhanced GGA and topological analysis

Journal of Hydroinformatics

Volumn 13, Issue 4, 2011, Pages 621-641

  Giustolisi, O ^a   Berardi, L ^a  

^a POLITECNICO DI BARI   (Italy)

Author keywords

Calibration; Global gradient algorithm; Simulation; Water distribution networks

Indexed keywords

EID: 80055023037     PISSN: 14647141     EISSN: None     Source Type: Journal    
DOI: 10.2166/hydro.2010.088     Document Type: Article

References (38)

1. Abebe, A. J. & Solomatine, D. P. 1998 Application of global optimization to the design of pipe networks. In: Proc. Hydroinformatics'98. Balkema, Rotterdam, pp. 989-996.
2. Alvisi, S. & Franchini, M. 2010 Pipe roughness calibration in water distribution systems using grey numbers. J. Hydroinformatics 12(4), 424-445.
3. Bargiela, A. & Hainsworth, G. D. 1989 Pressure and flow uncertainty in water systems. J. Wat. Res. Plann. Mngmnt. 115(2), 212-229. (Pubitemid 227097)
4. Berardi, L., Giustolisi, O. & Todini, E. 2010 Accounting for uniformly distributed pipe demand in WDN analysis: Enhanced GGA. Urban Wat. J. 7(4), 243-255.
5. Bhave, P. R. 1988 Calibrating water distribution network models. J. Environ. Engng. 114(1), 120-136.
6. Boulos, P. F. & Wood, D. J. 1990 Explicit calculation of pipe network parameters. J. Hydraul. Engng. 116(11), 1329-1344. (Pubitemid 248324)
7. Brualdi, R. A. & Ryser, H. J. 1991 Combinatorial Matrix Theory. Cambridge University Press, Cambridge.
8. Bush, C. A. & Uber, J. G. 1998 Sampling design methods for water distribution model calibration. J. Wat. Res. Plann. Mngmnt. 124(6), 334-344. (Pubitemid 29038883)
9. Carpentier, P. & Cohen, G. 1991 State estimation and leak detection in water distribution networks. J. Civil Engng. Environ. Syst. 8(4), 247-257.
10. Carpentier, P. & Cohen, G. 1993 Applied mathematics in water supply network management. Automatica 29(5), 1215-1250.
11. Datta, R. S. N. & Sridharan, K. 1994 Parameter estimation in waterdistribution systems by least squares. J. Wat. Res. Plann. Mngmnt. 120(4), 405-422. (Pubitemid 289427)
12. Ferrante, M., Todini, E., Massari, C., Brunone, B. & Meniconi, S. 2011 Equivalent hydraulic resistance to simulate pipes subject to diffuse outflows. J. Hydroinformatics, in press.
13. Gargano, R. & Pianese, D. 2000 Reliability as tool for hydraulic network planning. J. Hydraul. Engng. 126(5), 354-364.
14. Giustolisi, O. 2010 Considering actual pipe connections in WDN analysis. J. Hydraul. Engng. 136(11), 889-900.
15. Giustolisi, O., Kapelan, Z. & Savic, A. 2008 Extended period simulation analysis considering valve shutdowns. J. Wat. Res. Plann. Mngmnt. 134 (6) 527-537.
16. Giustolisi, O. & Savic, D. A. 2010 Identification of segments and optimal isolation valve system design in water distribution networks. Urban Wat. J. 7(1), 1-15.
17. Giustolisi, O. & Todini, E. 2009 Pipe hydraulic resistance correction in WDN analysis. Urban Wat. J. 6(1), 39-52.
18. Greco, M. & Del Giudice, G. 1999 New approach to water distribution network calibration. J. Hydraul. Engng. 125(8), 849-854. (Pubitemid 29495172)
19. Kapelan, Z., Savic, D. A. & Walters, G. 2003 Multiobjective sampling design for water distribution model calibration. J. Wat. Res. Plann. Mngmnt. 129(6), 466-479. (Pubitemid 37450406)
20. Kapelan, Z., Savic, D. A. & Walters, G. A. 2007 Calibration of water distribution hydraulic models using a Bayesian-type procedure. J. Hydraul. Engng. 133(8), 927-936. (Pubitemid 47098082)
21. Lansey, K. E., El-Shorbagy, W., Ahmed, I., Araujo, J. & Haan, C. T. 2001 Calibration assessment and data collection for water distribution networks. J. Hydraul. Engng. 127(4), 270-279. (Pubitemid 32320609)
22. Lingireddy, S. & Ormsbee, L. E. 1999 Optimal Network Calibration Model Based on Genetic Algorithms. University of Kentucky. In: Proc. 29th Annual Water Resources Planning and Management Conference WRPMD (1999) - Preparing for the 21st Century, Tempe, Arizona, USA, ASCE.
23. Mallick, K. N., Ahmed, I., Tickle, K. S. & Lansey, K. E. 2002 Determining pipe grouping for water distribution networks. J. Wat. Res. Plann. Mngmnt. 128(2), 130-139. (Pubitemid 34235582)
24. Ormsbee, L. E. 1989 Implicit network calibration. J. Wat. Res. Plann. Mngmnt. 115(2), 243-257.
25. Ormsbee, L. E., & Wood, D. J. 1986 Explicit pipe network calibration. J. Wat. Res. Plann. Mngmnt. 112(2), 166-182.
26. Ozawa, T. 1986 The principal partition of a pair of graphs and its applications. Discr. Appl. Math. 17, 163-186. (Pubitemid 17606010)
27. Pudar, R. S., & Liggett, J. A. 1992 Leaks in pipe networks. J. Hydraul. Engng. 118(7), 1031-1046.
28. Rahal, C. M., Sterling, M. J. H. & Coulbeck, B. 1980 Parameter tuning for simulation models of water distribution networks. Proc. ICE 69(2), 751-762. (Pubitemid 11441364)
29. Reddy, P. V. N., Sridharan, K. & Rao, P. V. 1996 WLS method for parameter estimation in water distribution networks. J. Wat. Res. Plann. Mngmnt. 122(3), 157-164. (Pubitemid 28003955)
30. Rossman, L. A. 2000 Epanet2 Users Manual. US EPA.
31. Savic, D. A., & Walters, G. A. 1995 Genetic Algorithm Techniques for Calibrating Network Models. Rep. No. 95/12, Centre for Systems and Control Engineering, University of Exeter. Available at: http://centres.exeter.ac.uk/ cws/downloads/cat-view/27-reports
32. Shamir, U. & Howard, C. D. D. 1968 Water distribution systems analysis. J. Hydraul. Div, ASCE 94(1), 219-234.
33. Swamee, P. K. & Jain, A. K. 1976 Explicit equations for pipe flow problems. J. Hydraul. Engng. 102(5), 657-664.
34. Todini, E., 1999 Using a Kalman filter approach for looped water distribution network calibration. In: Proc. Water Industry Systems: Modelling and Optimisation Applications, University of Exeter (Savic, D. A., Walters, G. A.)). vol. 1, pp. 327-336. Taylor & Francis, London.
35. Todini, E. & Pilati, S. 1988 A gradient method for the solution of looped pipe networks. In: Computer Applications in Water Supply. John Wiley & Sons, New York, vol 1, pp. 1-20.
36. Vasiljev, A., Martaud, M. & Koppel, T. 2009 Use of relative roughness and changed diameters for old pipes when calibrating an operational water distribution system. In: Proc. Computer and Control in Water Industry (CCWI) - Integrating Water Systems, University of Sheffield (Boxall, J., Maksimovic, C.). Taylor & Francis, London, pp 283-286.
37. Walski, T. M. 1983 Technique for calibrating network models. J. Wat. Res. Plann. Mngmnt. 109(4), 360-372.
38. Xu, C. & Goulter, I. 1996 Uncertainty analysis of water distribution networks. In: Proc. Stochastic Hydraulics'96 (Tickle, K. S., Goulter, I. C., Xu, C., Wasimi, S. A., Bouchart, F.). Balkema, Rotterdam, pp 609-616.