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Optimal Location and Setting of PRVs in WDS for Leakage Minimization

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Abstract

Water loss is an issue that affect Water Distribution Systems (WDSs) very often, especially when aged and high pressure occurs. Pressure reduction valves (PRVs) can be used as devices to reduce as much as possible the water losses within the network. Indeed, for a given number of PRVs, the daily volume of water lost from the network can be reduced minimizing the pressure through a proper choice of valve positions as well as their settings. In this paper, a methodology for the optimal number, positioning and setting of PRVs is presented. In the proposed methodology, a genetic algorithm is coupled with a physical modelling of leakage from joints and a simplified and yet realistic hydraulic simulation of the WDS. The proposed methodology is demonstrated using two WDSs examples. Comparisons with a more extreme and complicated hydraulic modelling, already proposed by authors in previous work, are also performed in the first case study in order to validate the proposed methodology. These comparisons demonstrate that the methodology proposed in this work performs fairly well when compared to similar approach that uses a more sophisticated hydraulic model. As a consequence, it revealed to be a good tool for the optimal positioning and sizing of PRVs within WDS aimed at reducing the background leakages even when the WDS is characterized by complex geometry and topology.

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References

  • Abdelmeguid H (2011) Pressure, leakage and energy management in water distribution systems. PhD. Thesis, De Montfort University, Faculty of Technology, Leicester, UK, p 240

  • Abdelmeguid H, Skworcow P, Ulanicki B (2011) Mathematical modelling of a hydraulic controller for PRV flow modulation. J Hydroinf 13(3):374–389

    Article  Google Scholar 

  • Araujo LS, Ramos H, Coelho ST (2006) Pressure control for leakage minimisation in water distribution systems management. Water Resour Manag 20(1):133–149

  • Cimorelli L, Cozzolino L, Covelli C, Mucherino C, Palumbo A, Pianese D (2013) Optimal design of rural drainage networks. ASCE J Irrig Drain Eng 139(2):137–144

    Article  Google Scholar 

  • Cimorelli L, Cozzolino L, Covelli C, Della Morte R, Pianese D (2014) Enhancing the efficiency of the automatic design of rural drainage networks. J Irrig Drain Eng 140(6), 04014015

    Article  Google Scholar 

  • Cimorelli L, Morlando F, Cozzolino L, Covelli C, Della Morte R, Pianese D (2016) Optimal positioning and sizing of detention tanks within urban drainage networks. J Irrig Drain Eng 142(1), 04015028

    Article  Google Scholar 

  • Covelli C, Cozzolino L, Cimorelli L, Della Morte R, Pianese D (2015) A model to simulate leakage through joints in water distribution systems. Water Sci Technol Water Supply 15(4):852–863. doi:10.2166/ws.2015.043, IWA Publishing

    Article  Google Scholar 

  • Covelli C, Cimorelli L, Cozzolino L, Della Morte R, Pianese D (2016) Reduction in water losses in water distribution systems using PRVs, Water Science and Technology: Water Supply. doi:10.2166/ws.2016.020

  • Cozzolino L, Covelli C, Mucherino C, Pianese D (2005) Hydraulic reliability of pressurized water distribution networks for on-demand irrigation. In: Savic D, Walters G, Khu ST, King R (eds) Proceedings of the Eight International Conference on Computing and Control for the Water Industry CCWI 2005, Water Management for the 21st century, vol 1. Centre for Water Systems, University of Exeter, Exeter, pp 91–97, ISBN: 0-9539140-3-8

    Google Scholar 

  • Cozzolino L, Cimorelli L, Covelli C, Mucherino C, Pianese D (2015) An innovative approach for drainage network sizing. Water 7(2):546–567

    Article  Google Scholar 

  • Creaco E, Pezzinga G (2015) Embedding linear programming in multi objective genetic algorithms for reducing the size of the search space with application to leakage minimization in water distribution networks. Environ Model Softw 69:308–318

    Article  Google Scholar 

  • Dai PD, Li P (2016) Optimal pressure regulation in water distribution systems based on an extended model for pressure reducing valves. Water Resour Manag 30(3):1239–1254

  • Germanopoulos G (1995) Valve control regulation for reducing leakage. In: Cabrera E, Vela AF (eds) Proc. improving efficiency and reliability in water distribution systems. Volume 14 of the series Water Science and Technology Library, pp 165–188

  • Germanopoulos G, Jowitt PW (1989) Leakage reduction by excess pressure minimization in water supply networks. Proceedings - Institution of Civil Engineers. Part 2. Research and theory 2(87):195–214

  • Hunaidi O (2010) Leakage management for water distribution infrastructure – report 1: results of DMA experiments in Regina, SK, Ottawa, Canada. National Research Council

  • Jowitt PW, Xu C (1990) Optimal valve control in water distribution networks. J Water Resour Plan Man ASCE 116(4):455–472

    Article  Google Scholar 

  • Lambert A, Thornton J (2011) The relationships between pressure and bursts - a ‘state-of-the-art’ update, IWA Water 21 Journal

  • Liberatore S, Sechi GM (2009) Location and calibration of valves in water distribution networks using a scatter-search meta-heuristic approach. Water Resour Manag 23:1479–1495

    Article  Google Scholar 

  • Marunga A, Hoko Z, Kaseke E (2006) Pressure management as a leakage reduction and water demand management tool: the case of the City of Mutare, Zimbabwe. Phys Chem Earth 31:763–770

    Article  Google Scholar 

  • Messina U (1945) Metodi approssimati per i calcoli di verifica delle reti di condotte idrauliche. L’Acqua 1(12), pp 1–11 (in Italian)

  • Nicolini M, Zovatto L (2009) Optimal location and control of pressure reducing valves in water networks. J Water Resour Plan Manag 135:178–187

    Article  Google Scholar 

  • Palumbo A, Cimorelli L, Covelli C, Cozzolino L, Mucherino C, Pianese D (2014) Optimal design of urban drainage networks. Civ Eng Environ Syst 31(1):79–96

    Article  Google Scholar 

  • Pirozzi F, Pianese D, D’Antonio G (2002) Water quality decay modelling in hydraulic pressure systems. Water Sci Technol Water Supply 2(4):111–118

    Google Scholar 

  • Prescott SL, Ulanicki B (2008) Improved control of pressure reducing valves in water distribution networks. J Hydraul Eng ASCE 134(1):56–65

    Article  Google Scholar 

  • Puust R, Kapelan Z, Savic DA, Koppel T (2010) A review of methods for leakage management in pipe networks. Urban Water J 7(1):25–45

    Article  Google Scholar 

  • Ramos H, Mello M, De P (2010) Clean power in water supply systems as a sustainable solution: from planning to practical implementation. Water Sci Technol Water Supply 10(1):39–49, IWA Publishing

    Article  Google Scholar 

  • Reis LFR, Porto RM, Chaudhry FH (1997) Optimal location of control valves in pipe networks by genetic algorithm. J Water Resour Plan Manag ASCE 123:317–326

    Article  Google Scholar 

  • Report n. 26 Leakage Control Policy and Practice, Technical Working Group on Waste ofWater (1985) UK Water Authorities Association, WRc, ISBN 094561 95 X

  • Rossman LA (2000) EPANET 2 user’s manual. U.S. EPA, Cincinnati

    Google Scholar 

  • Savić D, Walters GA (1996) Integration of a model for hydraulic analysis of water distribution networks with an evolution program for pressure regulation. Microcomput Civ Eng 11:87–97

    Article  Google Scholar 

  • Tabesh M, Hoomehr S (2007) Consumption management in water distribution systems by optimizing pressure reducing valves’ settings using genetic algorithm. Desalin Water Treat 2:96–102

    Article  Google Scholar 

  • Thornton J (2003) Managing leakage by managing pressure: a practical approach. Water 21, magazine of the International Water Association. October 2003, pp 43–44

  • Tucciarelli T, Criminisi A, Termini D (1999) Leak Analysis in pipeline systems by means of optimal valve regulation. J Hydraul Eng 125(2–3):277–285

    Article  Google Scholar 

  • Ulanicki B, Bounds PLM, Rance JP, Reynolds L (2000) Open and closed loop pressure control for leakage reduction. Urban Water J 2:105–114

    Article  Google Scholar 

  • Ulanicki B, AbdelMeguid H, Bounds P, Patel R (2008) Pressure control in district metering areas with boundary and internal pressure reducing valves. Proceedings of 10th International Water Distribution System Analysis conference, WDSA2008, The Kruger National Park, Cape Town, South Africa. doi:10.1061/41024(340)58

  • Vairavamoorthy K, Lumbers J (1998) Leakage reduction in water distribution systems: optimal valve control. J Hydrol Eng ASCE 124:1146–1154

    Article  Google Scholar 

  • van Zyl JE, Clayton CRI (2005) The effect of pressure on leakage in water distribution systems. In: Savic D, Walters G, Khu ST, King R (eds) Proceedings of CCWI2005 Conference. Exeter, UK, vol 2, pp 131–135

  • Venkatesh G (2012) Cost-Benefit analysis–leakage reduction by rehabilitating old water pipelines: case study of Oslo (Norway). Urban Water J 9(4):277–286

  • Walski T, Bezts W, Posluszny ET, Weir M, Withnam BE (2006) Modeling leakage reduction through pressure control. J AWWA 98(4):147–155

    Google Scholar 

  • Xu Q, Chen Q, Ma J, Blanckaert K, Wan Z (2014) Water saving and energy reduction through pressure management in urban water distribution networks. Water Resour Manag 28(11):3715–3726

    Article  Google Scholar 

Download references

Acknowledgments

The present work was developed with financial contributions from the Campania Region, L.R. n.5/2002 – year 2008 – within the Project ‘Methods for the evaluation of security of pressurized water supply and distribution systems towards water contamination, also intentional, to guarantee to the users, and the optimization design of water systems’, prot. 2014.0293987 dated 29.04.2014 – CUP: E66D08000060002.

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Correspondence to Carmine Covelli.

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Covelli, C., Cozzolino, L., Cimorelli, L. et al. Optimal Location and Setting of PRVs in WDS for Leakage Minimization. Water Resour Manage 30, 1803–1817 (2016). https://doi.org/10.1007/s11269-016-1252-7

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  • DOI: https://doi.org/10.1007/s11269-016-1252-7

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