Night flow analysis and modeling for leakage estimation in a water distribution system

Integrating Water Systems - Proceedings of the 10th International on Computing and Control for the Water Industry, CCWI 2009

Volumn , Issue , 2010, Pages 509-513

  Cheung, Peter B ^a   Girol, Guilherme V ^a   Abe, Narumi ^b   Propato, Marco ^c  

^a FEDERAL UNIVERSITY OF SANTA CATARINA   (Brazil)

^b FEDERAL UNIVERSITY OF MATO GROSSO DO SUL   (Brazil)

^c CEMAGREF   (France)

Author keywords

[No Author keywords available]

Indexed keywords

ANALYSIS TECHNIQUES; CALIBRATION PROCESS; COMPLEX PROBLEMS; COMPUTATIONAL TOOLS; FLOW ANALYSIS; LEAKAGE ESTIMATION; MINIMUM NIGHT FLOW; SAFE WATER; WATER DISTRIBUTION PIPES; WATER DISTRIBUTIONS; WATER LOSS; WATER UTILITY;

ESTIMATION; WATER SUPPLY; WATERWORKS;

WATER DISTRIBUTION SYSTEMS;

EID: 84859891837     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (11)

1. Araujo, L. S., S. T. Coelho, and H. M. Ramos (2003). Estimation of distributed pressure-depedent leakage and consumer demand in water supply networks. Advances in Water Supply Management, Maksimovic, C.; Butler, D. - A.A.Balkema Publishers, 119-128.
2. Araujo, L. S., H. Ramos, and S. T. Coelho (2006). Pressure control for leakage minimisation inwater distribution systems management. Water Resources Management (20), 133-149. (Pubitemid 43192983)
3. Cassa, A. M. and J. E. van Zyl (2008). A numerical investigation into the behaviour of cracks in upvc pipes under pressure. Volume 340, pp. 65-65. ASCE.
4. Cheung, P. B., J. E.V. Zyl, and L. F. R. Reis (2005). Extension of epanet for pressure driven demand modeling in water distribution system. Computing and Control for theWater Industry, Exeter, UK.
5. Farley, M. and S. Trow (2003). Losses in Water Distribution Networks - A practitioner's Guide to Assessment, Monitoring and Control. IWA Publishing.
6. Giustolisi, O., D. Savic, and Z. Kapelan (2008). Pressuredriven demand and leakage simulation for water distribution networks. Journal of Hydraulic Engineering 134(5), 626-635. (Pubitemid 351566753)
7. Nicolini, M. and L. Zovatto (2009). Optimal location and control of pressure reducing valves inwater networks. Journal ofWater Resources Planning and Management it 135(3), 178-187.
8. Reis, L. F. R., R. M. Porto, and F. H. Chaudhry (1997). Optimal location of control valves in pipe networks by genetic algorithm. Journal of Water Resources Planning and Management 123(6), 317-326.
9. Todini, E. (2003). A more realistic approach to the extended period simulation ofwater distribution networks. Advances in Water Supply Management, Maksimovic, C.; Butler, D. - A.A.Balkema Publishers, 173-183.
10. Vairavamoorthy, K. and J. Lumbers (1998). Leakage reduction in water distribution systems: Optimal valve control. Journal of Hydraulic Engineering 124(11), 1146-1154. (Pubitemid 29121138)
11. Wu, Z.Y., R. H.Wang, T. M.Walski, S.Y.Yang, D. Bowdler, and C. C. Baggett (2009). Extended global-gradient algorithm for pressure-dependent water distribution analysis. Journal of Water Resources Planning and Management 135(1), 13-22.