Technical Papers
Feb 17, 2015

Impact of Water-Quality Conditions in Source Reservoirs on the Optimal Operation of a Regional Multiquality Water-Distribution System

Publication: Journal of Water Resources Planning and Management
Volume 141, Issue 10

Abstract

The impact of water quality conditions in source reservoirs on the optimal operation of a regional multiquality water-distribution system is analyzed. The optimization model concurrently minimizes three operational objectives being pump energy costs, turbidity, and salinity deviations at customer demand nodes from allowed values. The optimization problem is solved using the optimization tool GANetXL incorporating the NSGA-II, linked with the network analysis software EPANet. The example network adapted from the literature captures some of the unique features of the Wimmera Mallee Pipeline in Australia. Six scenarios representing different water quality conditions in source reservoirs are analyzed. It was discovered that two types of trade-offs, competing and noncompeting, exist between the objectives and that the type of trade-off is not unique between a particular pair of objectives for all scenarios. These and other findings may be of particular use to system operators in their long-term operational planning and decision making.

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Acknowledgments

Authors wish to acknowledge Josef Bicik, Honorary University Fellow, College of Engineering, Mathematics and Physical Sciences, University of Exeter, U.K. for his top quality software support in implementation of two subsequent EPANet water quality analyses within GANetXL. Your virtual support has been invaluable, Josef, and we are extremely grateful to you. Authors wish to acknowledge Grampians Wimmera Mallee Water (GWMWater) corporation for providing water quality data for their main reservoirs. Authors also express their gratitude to two anonymous reviewers for their valuable time and effort in improving the quality of this paper. This work was supported by the Australian Research Council as Project LP0990908.

References

ANZECC (Australian and New Zealand Environment and Conservation Council). (2000). “Australian and New Zealand guidelines for fresh and marine water quality.” Agriculture and Resources Management Council of Australia and New Zealand (ARMCANZ), Canberra, ACT.
Atiquzzaman, M., Liong, S.-Y., and Yu, X. (2006). “Alternative decision making in water distribution network with NSGA-II.” J. Water Resour. Plann. Manage., 122–126.
Bagirov, A. M., et al. (2013). “An algorithm for minimization of pumping costs in water distribution systems using a novel approach to pump scheduling.” Math. Comput. Modell., 57(3–4), 873–886.
Baker, M. N. (1949). The quest for pure water: The history of water purification from the earliest records to the twentieth century, American Water Works Association, NY.
Baran, B., von Lucken, C., and Sotelo, A. (2005). “Multi-objective pump scheduling optimisation using evolutionary strategies.” Adv. Eng. Software, 36(1), 39–47.
Barton, A. F., Briggs, S., McRae-Williams, P., and Prior, D. (2011). “Coping with severe drought: Stories from the front line.” Aust. J. Water Resour., 15(1), 21–32.
Biscos, C., Mulholland, M., Le Lann, M.-V., Buckley, C. A., and Brouckaert, C. J. (2003). “Optimal operation of water distribution networks by predictive control using MINLP.” Water SA, 29(4), 393–404.
Blinn, D. W., and Bailey, P. C. E. (2001). “Land-use influence on stream water quality and diatom communities in Victoria, Australia: A response to secondary salinization.” Hydrobiologia, 466(1–3), 231–244.
Boccelli, D. L., Tryby, M. E., Uber, J. G., Rossman, L. A., Zierolf, M. L., and Polycarpou, M. M. (1998). “Optimal scheduling of booster disinfection in water distribution systems.” J. Water Resour. Plann. Manage., 99–111.
Bond, N. R., Lake, P. S., and Arthington, A. H. (2008). “The impacts of drought on freshwater ecosystems: An Australian perspective.” Hydrobiologia, 600(1), 3–16.
Chessman, B. C. (1986). “Impact of the 1983 wildfires on river water quality in East Gippsland, Victoria.” Mar. Freshwater Res., 37(3), 399–420.
Cohen, D., Shamir, U., and Sinai, G. (2003). “Comparison of models for optimal operation of multiquality water supply networks.” Eng. Optim., 35(6), 579–605.
Cohen, D., Shamir, U., and Sinai, G. (2009). “Optimisation of complex water supply systems with water quality, hydraulic and treatment plant aspects.” Civ. Eng. Environ. Syst., 26(4), 295–321.
Crouch, D. P. (1993). Water management in ancient Greek cities, Oxford University Press, New York.
CWS. (2011). GANetXLUser manual, Univ. of Exeter, Centre for Water Systems (CWS), Exeter, U.K.
Dandy, G., and Hewitson, C. (2000). “Optimizing hydraulics and water quality in water distribution networks using genetic algorithms.” Building Partnerships2000, Joint Conf. on Water Resources Engineering and Water Resources Planning and Management, H. H. Rollin and G. Michael, eds., ASCE, Reston, VA.
Deb, K., Agarwal, S., Pratap, A., and Meyarivan, T. (2000). “A fast elitist non-dominated sorting algorithm for multi-objective optimization: NSGA-II.” 6th International Conf. Proc. on Parallel Problem Solving from Nature VI PPSN VI, Springer, Berlin, 849–858.
Deb, K., Pratap, A., Agarwal, S., and Meyarivan, T. (2002). “A fast and elitist multiobjective genetic algorithm: NSGA-II.” IEEE Trans. Evol. Comput., 6(2), 182–197.
Farmani, R., Walters, G. A., and Savic, D. A. (2005). “Trade-off between total cost and reliability for any town water distribution network.” J. Water Resour. Plann. Manage., 161–171.
Graymore, M., McRae-Williams, P., Barton, A., and Lehmann, L. (2013). Pipes, ponds and people: Adaptive water management in drylands, VURRN Press, Mt Helen, VIC, Australia.
GWMWater (Grampians Wimmera Mallee Water). (2011). “Water quality of major reservoirs 1993-2011.” Horsham, VIC, Australia.
Jin, X., Zhang, J., Gao, J.-L., and Wu, W.-Y. (2008). “Multi-objective optimization of water supply network rehabilitation with non-dominated sorting genetic algorithm-II.” J. Zhejiang Univ. Sci. A, 9(3), 391–400.
Kang, D. S., and Lansey, K. (2010). “Real-time optimal valve operation and booster disinfection for water quality in water distribution systems.” J. Water Resour. Plann. Manage., 463–473.
Kanta, L., Zechman, E., and Brumbelow, K. (2012). “Multiobjective evolutionary computation approach for redesigning water distribution systems to provide fire flows.” J. Water Resour. Plann. Manage., 144–152.
Kurek, W., and Ostfeld, A. (2013). “Multi-objective optimization of water quality, pumps operation, and storage sizing of water distribution systems.” J. Environ. Manage., 115, 189–197.
Kurek, W., and Ostfeld, A. (2014). “Multiobjective water distribution systems control of pumping cost, water quality, and storage-reliability constraints.” J. Water Resour. Plann. Manage., 184–193.
Lopez-Ibanez, M., Prasad, T. D., and Paechter, B. (2008). “Ant colony optimization for optimal control of pumps in water distribution networks.” J. Water Resour. Plann. Manage., 337–346.
Mala-Jetmarova, H., Barton, A., and Bagirov, A. (2014). “Exploration of the trade-offs between water quality and pumping costs in optimal operation of regional multiquality water distribution systems.” J. Water Resour. Plann. Manage., 04014077.
Marchi, A., et al. (2014). “The battle of the water networks II (BWN-II).” J. Water Resour. Plann. Manage., 04014009.
Marques, J., Cunha, M., and Savic, D. (2014). “Using real options in the optimal design of water distribution networks.” J. Water Resour. Plann. Manage., 04014052.
Mays, L. W. (2000). Water distribution systems handbook, McGraw-Hill, New York.
Mays, L. W., Sklivaniotis, M., and Angelakis, A. N. (2012). “Water for human consumption through history.” Evolution of water supply through the millennia, A. N. Angelakis, L. W. Mays, D. Koutsoyiannis, and N. Mamassis, eds., IWA Publishing, London.
Mehrez, A., Percia, C., and Oron, G. (1992). “Optimal operation of a multi-source and multiquality regional water systems.” Water Resour. Res., 28(5), 1199–1206.
Munavalli, G. R., and Kumar, M. S. M. (2003). “Optimal scheduling of multiple chlorine sources in water distribution systems.” J. Water Resour. Plann. Manage., 493–504.
NHMRC (National Health and Medical Research Council). (2011). “Australian drinking water guidelines.” Canberra, Australia.
Ostfeld, A. (1994). “Optimal design of reliable multiquality water supply systems.” D.Sc. thesis, Technion-Israel Institute of Technology, Haifa, Israel.
Ostfeld, A. (2005). “Optimal design and operation of multiquality networks under unsteady conditions.” J. Water Resour. Plann. Manage., 116–124.
Ostfeld, A., and Salomons, E. (2004). “Optimal operation of multiquality water distribution systems: Unsteady conditions.” Eng. Optim., 36(3), 337–359.
Ostfeld, A., and Salomons, E. (2006). “Conjunctive optimal scheduling of pumping and booster chlorine injections in water distribution systems.” Eng. Optim., 38(3), 337–352.
Ostfeld, A., Salomons, E., and Lahav, O. (2011). “Chemical water stability in optimal operation of water distribution systems with blended desalinated water.” J. Water Resour. Plann. Manage., 531–541.
Ostfeld, A., and Shamir, U. (1993a). “Optimal operation of multiquality networks. I: Steady-state conditions.” J. Water Resour. Plann. Manage., 645–662.
Ostfeld, A., and Shamir, U. (1993b). “Optimal operation of multiquality networks. II: Unsteady conditions.” J. Water Resour. Plann. Manage., 663–684.
Ostfeld, A., and Shamir, U. (1996). “Design of optimal reliable multiquality water-supply systems.” J. Water Resour. Plann. Manage., 322–333.
Percia, C., Oron, G., and Mehrez, A. (1997). “Optimal operation of regional system with diverse water quality resources.” J. Water Resour. Plann. Manage., 105–115.
Pope, J. M., Weir, M. H., and Rose, J. B. (2012). “History of water and health.” Evolution of water supply through the Millennia, A. N. Angelakis, L. W. Mays, D. Koutsoyiannis, and N. Mamassis, eds., IWA Publishing, London.
Prasad, T. D., and Park, N.-S. (2004). “Multiobjective genetic algorithms for design of water distribution networks.” J. Water Resour. Plann. Manage., 73–82.
Prasad, T. D., Walters, G. A., and Savic, D. A. (2004). “Booster disinfection of water supply networks: Multiobjective approach.” J. Water Resour. Plann. Manage., 367–376.
Propato, M., and Uber, J. G. (2004). “Linear least-squares formulation for operation of booster disinfection systems.” J. Water Resour. Plann. Manage., 53–62.
Rico-Ramirez, V., Iglesias-Silva, G. A., Gomez-De la Cruz, F., and Hernandez-Castro, S. (2007). “Two-stage stochastic approach to the optimal location of booster disinfection stations.” Ind. Eng. Chem. Res., 46(19), 6284–6292.
Rossman, L. A. (2000). “EPANET 2 users manual.”, EPA U.S. Environmental Protection Agency, Cincinnati.
Sakarya, A. B. A., and Mays, L. W. (2000). “Optimal operation of water distribution pumps considering water quality.” J. Water Resour. Plann. Manage., 210–220.
Savic, D. A., Bicik, J., and Morley, M. S. (2011). “A DSS generator for multiobjective optimisation of spreadsheet-based models.” Environ. Modell. Softw., 26(5), 551–561.
Smith, H. G., Sheridan, G. J., Lane, P. N. J., Nyman, P., and Haydon, S. (2011). “Wildfire effects on water quality in forest catchments: A review with implications for water supply.” J. Hydrol., 396(1), 170–192.
Tryby, M. E., Boccelli, D. L., Uber, J. G., and Rossman, L. A. (2002). “Facility location model for booster disinfection of water supply networks.” J. Water Resour. Plann. Manage., 322–333.
Tuttle, G. W. (1895). “The economic velocity of transmission of water through pipes.” Eng. Rec., 32(15), 258.
USEPA (United States Environmental Protection Agency). (2013). “EPANET 2.0.” 〈http://www.epa.gov/nrmrl/wswrd/dw/epanet.html〉 (Oct. 30, 2013).
Wang, Q., Guidolin, M., Savic, D., and Kapelan, Z. (2014). “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, P., Lai, Z., Wu, D., and Wang, L. (2014). “Optimization research of parallel pump system for improving energy efficiency.” J. Water Resour. Plann. Manage., 04014094.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 141Issue 10October 2015

History

Received: Oct 23, 2014
Accepted: Jan 7, 2015
Published online: Feb 17, 2015
Discussion open until: Jul 17, 2015
Published in print: Oct 1, 2015

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Helena Mala-Jetmarova [email protected]
Ph.D. Student, Faculty of Science and Technology, Federation Univ. Australia, Mt Helen Campus, University Dr., Ballarat, VIC 3350, Australia (corresponding author). E-mail: [email protected]; [email protected]
Andrew Barton, M.ASCE [email protected]
Senior Lecturer, Faculty of Science and Technology, Federation Univ. Australia, Mt Helen Campus, University Dr., Ballarat, VIC 3350, Australia. E-mail: [email protected]
Adil Bagirov [email protected]
Associate Professor, Faculty of Science and Technology, Federation Univ. Australia, Mt Helen Campus, University Dr., Ballarat, VIC 3350, Australia. E-mail: [email protected]

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