Technical Papers
Jan 27, 2016

Comparison of Pumping Regimes for Water Distribution Systems to Minimize Cost and Greenhouse Gases

Publication: Journal of Water Resources Planning and Management
Volume 142, Issue 6

Abstract

A single-objective optimization model has been developed for water distribution system (WDS) pumping operations, considering five different types of pump operating regimes. These regimes use tank trigger levels, scheduling, and a combination of both to control pumps. A new toolkit development to alter rule-based controls in hydraulic simulation software has allowed more complex pump operating regimes than have previously been considered to be optimized. The performance of each of the regimes is compared with respect to two different objectives: cost and greenhouse gas (GHG) emissions, which were optimized separately to allow the comparison of regimes to be made more clearly. Two case study networks, including one that represents a segment of the South Australian WDS, illustrate the effectiveness of the model. Time-based scheduling operating strategies were found to perform better than the other types of pump operating regimes. Significant cost savings were achieved for the South Australian case study network compared with its current operation.

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Acknowledgments

The support of the Commonwealth of Australia through the Cooperative Research Centre (CRC) program is acknowledged. This research was part of the CRC for Water Sensitive Cities Project C5.1 (Intelligent Urban Water Networks) and was supported by funding for postdoctoral research and a Ph.D. top-up scholarship. The authors would like to thank X. J. Wang at SA Water for providing information to allow the model to be applied to a real-life network.

References

Australian Energy Market Operator. (2011). “2011 South Australian supply and demand outlook.” Melbourne, VIC, Australia.
Basupi, I., and Kapelan, Z. (2015). “Flexible water distribution system design under future demand uncertainty.” J. Water Resour. Plann. Manage., 04014067.
Boulos, P., Wu, Z. Y., Orr, C., Moore, M., Hsiung, P., and Thomas, D. (2001). “Optimal pump operation of water distribution systems using genetic algorithms.” AWWA Distribution System Symp., American Water Works Association, Denver.
Carravetta, A., Del Giudice, G., Fecarotta, O., and Ramos, H. M. (2013a). “Pump as turbine (PAT) design in water distribution network by system effectiveness.” Water, 5(3), 1211–1225.
Carravetta, A., Fecarotta, O., Martino, R., and Antipodi, L. (2013b). “PAT efficiency variation with design parameters.” 12th Int. Conf. on Computing and Control for the Water Industry, CCWI2013, Elsevier, Amsterdam, Netherlands, 285–291.
Dandy, G. C., Roberts, A., Hewitson, C., and Chrystie, P. (2006). “Sustainability objectives for the optimization of water distribution networks.” 8th Annual Water Distribution Systems Analysis Symp., ASCE, Reston, VA.
Dey, C., and Lenzen, M. (2000). “Greenhouse gas analysis of electricity generation systems.” ANZSES Solar 2000 Conf., Griffith Univ., Queensland, Australia, 658–668.
Evans, A., Sterzov, V., and Evans, T. (2010). “Comparing the sustainability parameters of renewable, nuclear and fossil fuel electricity generation technologies.” World Energy Congress, World Energy Council, London.
Fecarotta, O., Aricó, C., Carravetta, A., Martino, R., and Ramos, H. M. (2015). “Hydropower potential in water distribution networks pressure control by PATs.” Water Resour. Manage., 29(3), 699–714.
Giustolisi, O., Berardi, L., Laucelli, D., Savic, D., and Kapelan, Z. (2015). “Operational and tactical management of water and energy resources in pressurized systems: Competition at WDSA 2014.” J. Water Resour. Plann. Manage., C4015002.
Giustolisi, O., Laucelli, D., and Berardi, L. (2013). “Operational optimization: Water losses versus energy cost.” J. Hydraul. Eng., 410–423.
Goldberg, D. E. (1989). Genetic algorithms in search, optimization, and machine learning, Addison-Wesley, Reading, MA.
Goldberg, D. E. (1994). “Genetic and evolutionary algorithms come of age.” Commun. ACM, 37(3), 113–119.
Goryashko, A. P., and Nemirovski, A. S. (2014). “Robust energy cost optimization of water distribution system with uncertain demand.” Autom. Remote Control, 75(10), 1754–1769.
Kazantzis, M., Simpson, A. R., Kwong, D., and Tan, S. M. (2002). “A new methodology for optimizing the daily operations of a pumping plant.” Conf. on Water Resources Planning and Management, ASCE, Reston, VA.
Lansey, K. E., and Awumah, K. (1994). “Optimal pump operations considering pump switches.” J. Water Resour. Plann. Manage., 17–35.
Lenzen, M. (2008). “Life cycle energy and greenhouse gas emissions of nuclear energy: A review.” Energy Convers. Manage., 49(8), 2178–2199.
López-Ibáñez, M., Prasad, T. D., and Paechter, B. (2005). “Multi-objective optimisation of pump scheduling problem using SPEA2.” IEEE Congress on Evolutionary Computing, IEEE, New York, 435–442.
Mackle, G., Savic, D., and Walters, G. (1995). “Application of genetic algorithms to pump scheduling for water supply.” GALESIA 1995, Institute of Electrical Engineers, London, 400–405.
Marchi, A., Simpson, A. R., and Ertugrul, N. (2012). “Assessing variable speed pump efficiency in water distribution systems.” Drinking Water Eng. Sci., 5(1), 15–21.
Marchi, A., Simpson, A. R., and Lambert, M. F. (2015). “Optimization of pump operation using rule-based controls in EPANET2: A new ETTAR toolkit and correction of energy computation.” J. Water Resour. Plann. Manage, in press.
Morley, M. S., Tricarico, C., and de Marinis, G. (2012). “Multiple-objective evolutionary algorithm approach to water distribution system model design.” 14th Water Distribution Systems Analysis Conf., Engineers Australia, Barton, ACT, Australia, 551–559.
Paschke, M., Spencer, K., Waniarcha, N., Simpson, A., and Widdop, T. (2001). “Genetic algorithms for optimisation of pumping operations.” Australian Water Association 19th Federal Convention, Australian Water Association, St. Leonards, NSW, Australia.
Prasad, T. D., and Park, N.-S. (2003). “Multiobjective genetic algorithms for design of water distribution networks.” J. Water Resour. Plann. Manage., 73–82.
Rossman, L. A. (2000). “EPANET 2 users manual, U.S. Environmental Protection Agency, Cincinnati.
Simpson, A. R. (2009). “How to account for sustainability in the design and operation of water distribution systems.” World City Water Forum, UNESCO International Network of Water-Environment Centres for the Balkans (INWEB), Thessaloniki, Greece, 279–286.
Simpson, A. R., Dandy, G. C., and Murphy, L. J. (1994). “Genetic algorithms compared to other techniques for pipe optimisation.” J. Water Resour. Plann. Manage., 423–443.
Stokes, C., Wu, W., and Dandy, G. C. (2012a). “Battle of the water networks II: Combining engineering judgement with genetic algorithm optimisation.” 14th Water Distribution Systems Analysis Conf., ASCE, Reston, VA.
Stokes, C. S., Maier, H. R., and Simpson, A. R. (2012b). “Water distribution system greenhouse gas emission reduction by considering the use of time-dependent emissions factors.” 14th Water Distribution Systems Analysis Conf., ASCE, Reston, VA.
Stokes, C. S., Simpson, A. R., and Maier, H. R. (2012c). “An improved framework for the modelling and optimisation of greenhouse gas emissions associated with water distribution systems.” Int. Congress on Environmental Modelling and Software, International Environmental Modelling and Software Society (iEMSs), Manno, Switzerland.
Stokes, C. S., Simpson, A. R., and Maier, H. R. (2014). “The cost-greenhouse gas emission nexus for water distribution systems including the consideration of energy generating infrastructure: an integrated conceptual optimization framework and review of literature.” Earth Perspect., 1(9), 1–17.
Stokes, J., and Horvath, A. (2006). “Life cycle energy assessment of alternative water supply systems.” Int. J. Life Cycle Assess., 11(5), 335–343.
Walski, T., Zimmerman, K., Dudinyak, M., and Dileepkumar, P. (2003). “Some surprises in estimating the efficiency of variable speed pumps with the pump affinity laws.” World Water and Environmental Resources Congress 2003, ASCE, Reston, VA, 1–10.
Wang, Q., Guidolin, M., Savic, D., and Kapelan, Z. (2015). “Two-objective design of benchmark problems of a water distribution system via MOEAs: Towards the best-known approximation of the true Pareto front.” J. Water Resour. Plann. Manage., 04014060.
Wu, W., Maier, H. R., and Simpson, A. R. (2010a). “Single-objective versus multiobjective optimization of water distribution systems accounting for greenhouse gas emissions by carbon pricing.” J. Water Resour. Plann. Manage., 555–565.
Wu, W., Maier, H. R., and Simpson, A. R. (2013). “Multiobjective optimization of water distribution systems accounting for economic cost, hydraulic reliability, and greenhouse gas emissions.” Water Resour. Res., 49(3), 1211–1225.
Wu, W., Simpson, A. R., and Maier, H. R. (2010d). “Accounting for greenhouse gas emissions in multiobjective genetic algorithm optimization of water distribution systems.” J. Water Resour. Plann. Manage., 146–155.
Wu, W., Simpson, A. R., and Maier, H. R. (2011). “Reducing greenhouse gas emissions from water distribution systems using multi-objective optimisation and variable speed pumping.” OzWater’11, Australian Water Association, Adelaide, SA, Australia.
Wu, W., Simpson, A. R., and Maier, H. R. (2012a). “Sensitivity of optimal tradeoffs between cost and greenhouse gas emissions for water distribution systems to electricity tariff and generation.” J. Water Resour. Plann. Manage., 182–186.
Wu, W., Simpson, A. R., Maier, H. R., and Marchi, A. (2012b). “Incorporating variable-speed pumping in multi-objective genetic algorithm optimization of water distribution systems to reduce greenhouse gas emissions.” J. Water Resour. Plann. Manage., 543–552.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 142Issue 6June 2016

History

Received: May 28, 2015
Accepted: Nov 4, 2015
Published online: Jan 27, 2016
Published in print: Jun 1, 2016
Discussion open until: Jun 27, 2016

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Authors

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Lisa J. Blinco [email protected]
Ph.D. Candidate, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia; Cooperative Research Centre for Water Sensitive Cities, Melbourne, VIC 3000, Australia (corresponding author). E-mail: [email protected]
Angus R. Simpson, M.ASCE [email protected]
Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia; Cooperative Research Centre for Water Sensitive Cities, Melbourne, VIC 3000, Australia. E-mail: [email protected]
Martin F. Lambert, M.ASCE [email protected]
Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia; Cooperative Research Centre for Water Sensitive Cities, Melbourne, VIC 3000, Australia. E-mail: [email protected]
Angela Marchi [email protected]
Postdoctoral Researcher, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia; Cooperative Research Centre for Water Sensitive Cities, Melbourne, VIC 3000, Australia. E-mail: [email protected]

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