Iterative LP water system optimal operation including headloss, leakage, total head and source cost

Journal of Hydroinformatics

Volumn 15, Issue 4, 2013, Pages 1203-1223

  Price, Eyal ^a   Ostfeld, Avi ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

Convex; Headloss; Successive linearization; Water distribution system optimal operation; Water leakage

Indexed keywords

EID: 84891763096     PISSN: 14647141     EISSN: None     Source Type: Journal    
DOI: 10.2166/hydro.2013.124     Document Type: Conference Paper

References (17)

1. Alzamora, F., Ulanicki, B. & Salomons, E. 2012 A Fast and practical method for model reduction of large scale water distribution networks. J. Water Res. Plan. Manag. Div., ASCE doi:10.1061/(ASCE)WR.1943-5452.0000333.
2. Arreguín-Cortes, F. & Ochoa-Alejo, L. 1997 Evaluation of water losses in distribution networks. J. Water Resour. Plann. Manage. 123 (5), 284-291.
3. Besner, M.-C., Gauthier, V., Servais, P. & Camper, A. 2002 Explaining the occurrence of coliforms in distribution systems. J. Am. Water Works Assoc. 94 (8), 95-109.
4. Brunone, B. & Ferrante, M. 2001 Detecting leaks in pressurized pipes by means of transients. J. Hydraul. Res. 39 (4), 539-547.
5. Buchberger, S. G. & Nadimpalli, G. 2004 Leak estimation in water distribution systems by statistical analysis of flow readings. J. Water Resour. Plann. Manage. 130 (4), 321-329.
6. Colombo, A. F. & Karney, B. W. 2002 Energy and costs of leaky pipes: toward a comprehensive picture. J. Water Resour. Plann. Manage. 128 (6), 441-450.
7. Colombo, A. F. & Karney, B. W. 2005 Impacts of leaks on energy consumption in pumped systems with storage. J. Water Resour. Plann. Manage. 131 (2), 146-155.
8. Giustolisi, O., Savic, D. & Kapelan, Z. 2008 Pressure-driven demand and leakage simulation for water distribution networks. J. Hydraul. Eng. 134 (5), 626-635.
9. Hunaidi, O., Chu, W., Wang, A. & Guan, W. 2000 Leak detection for plastic water distribution pipes. J. Am. Water Works Assoc. 92 (2), 82-94.
10. Kapelan, Z. S., Savic, D. A. & Walters, G. A. 2003 A hybrid inverse, transient model for leakage detection and roughness calibration in pipe networks. J. Hydraul. Res. 41 (5), 481-492.
11. Karim, M. R., Abbaszadegan, M. & LeChevallier, M. 2003 Potential for pathogen intrusion during pressure transients. J. Am. Water Works Assoc. 95 (5), 134-146.
12. Lambert, A. O. 2002 International report on water losses management and techniques. Water Sci. Technol.: Water Supply 2 (4), 1-20.
13. Nicolini, M. & Zovatto, L. 2009 Optimal location and control of pressure reducing valves in water networks. J. Water Resour. Plann. Manage. 135 (3), 178-187.
14. Price, E. & Ostfeld, A. 2013 An iterative linearization scheme for convex non-linear equations: application to optimal operation of water distribution systems. J. Water Resour. Plann. Manage. 139 (3), 299-312.
15. Pudar, R. S. & Liggett, J. A. 1992 Leaks in pipe networks. J. Hydraul. Eng. 118 (7), 1031-1046.
16. USEPA 2012 EPANET 2.0. USEPA Hydraulic and Water Quality Simulator. Available online at: http://www.epa.gov/nrmrl/wswrd/dw/epanet.html (accessed 25 July 2012).
17. Vairavamoorthy, K. & Lumbers, J. 1998 Leakage reduction in water distribution systems: Optimal valve control. J. Hydraul. Eng. 124 (11), 1146-1154.