Table of Contents
Journal of Fluids
Volume 2014 (2014), Article ID 979706, 12 pages
http://dx.doi.org/10.1155/2014/979706
Research Article

Hydraulic Analysis of Water Distribution Network Using Shuffled Complex Evolution

1Civil Engineering Department, University of Torbat-e-Heydarieh, Torbat-e-Heydarieh, Iran
2Civil Engineering Department, Ferdowsi University of Mashhad, Mashhad, Iran

Received 23 September 2013; Revised 16 November 2013; Accepted 1 December 2013; Published 16 January 2014

Academic Editor: Prabir Daripa

Copyright © 2014 Naser Moosavian and Mohammad Reza Jaefarzadeh. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. M. Collins, L. Cooper, R. Helgason, J. Kenningston, and L. LeBlanc, “Solving the pipe network analysis problem using optimization techniques,” Management Science, vol. 24, no. 7, pp. 747–760, 1978. View at Publisher · View at Google Scholar
  2. S. Elhay and A. R. Simpson, “Dealing with zero flows in solving the nonlinear equations for water distribution systems,” Journal of Hydraulic Engineering, vol. 137, no. 10, pp. 1216–1224, 2011. View at Publisher · View at Google Scholar · View at Scopus
  3. E. Todini and S. Pilati, “A gradient algorithm for the analysis of pipe networks,” in Computer Applications in Water Supply, vol. 1 of System Analysis and Simulation, pp. 1–20, John Wiley & Sons, London, UK, 1988. View at Google Scholar
  4. A. C. Zecchin, P. Thum, A. R. Simpson, and C. Tischendorf, “Steady-state behaviour of large water distribution systems: the algebraic multigrid method for the fast solution of the linear step,” Journal of Water Resources Planning and Management, vol. 138, no. 6, pp. 639–650, 2012. View at Google Scholar
  5. M. L. Arora, “Flow split in closed loops expending least energy,” Journal of the Hydraulics Division, vol. 102, pp. 455–458, 1976. View at Google Scholar · View at Scopus
  6. M. A. Hall, “Hydraulic network analysis using (generalized) geometric programming,” Networks, vol. 6, no. 2, pp. 105–130, 1976. View at Google Scholar · View at Scopus
  7. P. R. Bhave and R. Gupta, “Analysis of water distribution networks,” in Alpha Science International, Technology & Engineering, 2006. View at Google Scholar
  8. E. Todini, A More Realistic Approach to the “Extended Period Simulation” of Water Distribution Networks, Advances in Water Supply Management, chapter 19, Taylor & Francis, London, UK, 2003.
  9. J. M. Wagner, U. Shamir, and D. H. Marks, “Water distribution reliability: analytical methods,” Journal of Water Resources Planning and Management, vol. 114, no. 3, pp. 253–275, 1988. View at Google Scholar · View at Scopus
  10. J. Chandapillai, “Realistic simulation of water distribution system,” Journal of Transportation Engineering, vol. 117, no. 2, pp. 258–263, 1991. View at Google Scholar · View at Scopus
  11. J. Almandoz, E. Cabrera, F. Arregui, E. Cabrera Jr., and R. Cobacho, “Leakage assessment through water distribution network simulation,” Journal of Water Resources Planning and Management, vol. 131, no. 6, pp. 458–466, 2005. View at Publisher · View at Google Scholar · View at Scopus
  12. A. F. Colombo and B. W. Karney, “Energy and costs of leaky pipes toward comprehensive picture,” Journal of Water Resources Planning and Management, vol. 128, no. 6, pp. 441–450, 2002. View at Publisher · View at Google Scholar · View at Scopus
  13. G. Germanopoulos, “A technical note on the inclusion of pressure dependent demand and leakage terms in water supply network models,” Civil Engineering Systems, vol. 2, no. 3, pp. 171–179, 1985. View at Google Scholar · View at Scopus
  14. O. Giustolisi, D. Savic, and Z. Kapelan, “Pressure-driven demand and leakage simulation for water distribution networks,” Journal of Hydraulic Engineering, vol. 134, no. 5, pp. 626–635, 2008. View at Publisher · View at Google Scholar · View at Scopus
  15. L. Ainola, T. Koppel, K. Tiiter, and A. Vassiljev, “Water network model calibration based on grouping pipes with similar leakage and roughness estimates,” in Proceedings of the Joint Conference on Water Resource Engineering and Water Resources Planning and Management (EWRI '00), pp. 1–9, Minneapolis, Minn, USA, August 2000. View at Publisher · View at Google Scholar · View at Scopus
  16. Q. Duan, S. Sorooshian, and V. K. Gupta, “Optimal use of the SCE-UA global optimization method for calibrating watershed models,” Journal of Hydrology, vol. 158, no. 3-4, pp. 265–284, 1994. View at Google Scholar · View at Scopus
  17. Q. Y. Duan, S. Sorooshian, and V. K. Gupta, “Shuffled complex evolution approach for effective and efficient global minimization,” Journal of Optimization Theory and Applications, vol. 76, no. 3, pp. 501–521, 1993. View at Publisher · View at Google Scholar · View at Scopus
  18. E. Todini, “On the convergence properties of the different pipe network algorithms,” in Proceedings of the Annual Water Distribution Systems Analysis Symposium (ASCE '06), pp. 1–16, August 2006. View at Publisher · View at Google Scholar · View at Scopus