Generation of Water Demand Time Series through Spline Curves
Publication: Journal of Water Resources Planning and Management
Volume 146, Issue 11
Abstract
A novel application of spline curves was developed for tracing average daily trends of water demand. These trends were used as input of a stochastic model to generate synthetic time series considering the number of water users as the main input parameter. Hermite polynomials were used for a piecewise interpolation of some known points of the daily trend which were obtained through reliable equations from the literature, whereas unknown points were deduced based on the mathematical properties of the demand pattern. Daily demand time series were generated for different time resolutions using a Monte Carlo approach based on a mixed probability distribution. Results were compared with real observed demand data to validate the effectiveness of the proposed approach, showing encouraging results.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
The data used during the study were provided by a third party. Direct requests for these materials may be made to the provider as indicated in the Acknowledgments.
The code generated or used during the study is available at https://www.unicas.it/siti/laboratori/lia-laboratorio-di-ingegneria-delle-acque/link/residential-water-demand.aspx.
Acknowledgments
The authors thank Dr. Francesco Calabrò and Prof. Antonio Corbo for providing valuable suggestions for the mathematical framework. The authors also thank Dr. Mirjam Blokker for kindly providing the real data set used in the numerical application.
References
Alcocer-Yamanaka, V. H., V. G. Tzatchkov, and F. I. Arreguin-Cortes. 2012. “Modeling of drinking water distribution networks using stochastic demand.” Water Resour. Manage. 26 (7): 1779–1792. https://doi.org/10.1007/s11269-012-9979-2.
Alvisi, S., N. Ansaloni, and M. Franchini. 2014. “Generation of synthetic water demand time series at different temporal and spatial aggregation levels.” Urban Water J. 11 (4): 297–310. https://doi.org/10.1080/1573062X.2013.801499.
Alvisi, S., M. Franchini, and A. Marinelli. 2007. “A short-term, pattern-based model for water-demand forecasting.” J. Hydroinf. 9 (1): 39–50. https://doi.org/10.2166/hydro.2006.016.
Balacco, G., A. Carbonara, A. Gioia, V. Iacobellis, and A. Piccinni. 2017. “Evaluation of peak water demand factors in Puglia (Southern Italy).” Water 9 (2): 96. https://doi.org/10.3390/w9020096.
Bao, Y., and L. W. Mays. 1990. “Model for water distribution system reliability.” J. Hydraul. Eng. 116 (9): 1119–1137. https://doi.org/10.1061/(ASCE)0733-9429(1990)116:9(1119).
Blokker, E. J. M., H. Beverloo, A. J. Vogelaar, J. H. G. Vreeburg, and J. C. van Dijk. 2011. “A bottom-up approach of stochastic demand allocation in a hydraulic network model: a sensitivity study of model parameters.” J. Hydroinf. 13 (4): 714–728. https://doi.org/10.2166/hydro.2011.067.
Blokker, E. J. M., S. G. Buchberger, J. H. G. Vreeburg, and J. C. van Dijk. 2009a. Comparison of water demand models: PRP and SIMDEUM applied to Milford, Ohio, data, 1–14. Reston, VA: ASCE.
Blokker, E. J. M., J. H. G. Vreeburg, and J. C. Van Dijk. 2009b. “Simulating residential water demand with a stochastic end-use model.” J. Water Resour. Plann. Manage. 136 (1): 19–26. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000002.
Broyden, C. G. 1970. “The convergence of a class of double-rank minimization algorithms: 2. The new algorithm.” IMA J. Appl. Math. 6 (3): 222–231. https://doi.org/10.1093/imamat/6.3.222.
Buchberger, S., and G. Nadimpalli. 2004. “Leak estimation in water distribution systems by statistical analysis of flow readings.” J. Water Resour. Plann. Manage. 130 (4): 321–329. https://doi.org/10.1061/(ASCE)0733-9496(2004)130:4(321).
Buchberger, S., and L. Wu. 1995. “Model for instantaneous residential water demands.” J. Hydraul. Eng. 121 (3): 232–246. https://doi.org/10.1061/(ASCE)0733-9429(1995)121:3(232).
Catmull, E., and R. Rom. 1974. “A class of local interpolating splines.” In Computer aided geometric design, 317–326. Amsterdam, Netherlands: Elsevier.
Creaco, E., R. Farmani, Z. Kapelan, L. Vamvakeridou-Lyroudia, and D. Savic. 2015. “Considering the mutual dependence of pulse duration and intensity in models for generating residential water demand.” J. Water Resour. Plann. Manage. 141 (11): 04015031. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000557.
de Marinis, G., R. Gargano, and C. Tricarico. 2006. Water demand models for a small number of users, 1–14. Reston, VA: ASCE.
Donkor, E. A., T. A. Mazzuchi, R. Soyer, and J. Alan Roberson. 2014. “Urban water demand forecasting: Review of methods and models.” J. Water Resour. Plann. Manage. 140 (2): 146–159. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000314.
Fritsch, F. N., and R. E. Carlson. 1980. “Monotone piecewise cubic interpolation.” SIAM J. Numer. Anal. 17 (2): 238–246. https://doi.org/10.1137/0717021.
Gargano, R., F. Di Palma, G. de Marinis, F. Granata, and R. Greco. 2016a. “A stochastic approach for the water demand of residential end users.” Urban Water J. 13 (6): 569–582. https://doi.org/10.1080/1573062X.2015.1011666.
Gargano, R., and D. Pianese. 2000. “Reliability as tool for hydraulic network planning.” J. Hydraul. Eng. 126 (5): 354–364. https://doi.org/10.1061/(ASCE)0733-9429(2000)126:5(354).
Gargano, R., C. Tricarico, G. del Giudice, and F. Granata. 2016b. “A stochastic model for daily residential water demand.” Water Sci. Technol. Water Supply 16 (6): 1753–1767. https://doi.org/10.2166/ws.2016.102.
Gargano, R., C. Tricarico, F. Granata, S. Santopietro, and G. de Marinis. 2017. “Probabilistic models for the peak residential water demand.” Water 9 (6): 417. https://doi.org/10.3390/w9060417.
Gato, S., N. Jayasuriya, and P. Roberts. 2007. “Forecasting residential water demand: Case study.” J. Water Resour. Plann. Manage. 133 (4): 309–319. https://doi.org/10.1061/(ASCE)0733-9496(2007)133:4(309).
Gato-Trinidad, S., and K. Gan. 2012. “Characterizing maximum residential water demand.” Urban Water WIT Trans Built Environ. 122: 15–24. https://doi.org/10.2495/UW120021.
Herrera, M., L. Torgo, J. Izquierdo, and R. Pérez-García. 2010. “Predictive models for forecasting hourly urban water demand.” J. Hydrol. 387 (1): 141–150. https://doi.org/10.1016/j.jhydrol.2010.04.005.
Kossieris, P., I. Tsoukalas, C. Makropoulos, and D. Savic. 2019. “Simulating marginal and dependence behavior of water demand processes at any fine time scale.” Water 11 (5): 885. https://doi.org/10.3390/w11050885.
Kozłowski, E., B. Kowalska, D. Kowalski, and D. Mazurkiewicz. 2018. “Water demand forecasting by trend and harmonic analysis.” Arch. Civ. Mech. Eng. 18 (1): 140–148. https://doi.org/10.1016/j.acme.2017.05.006.
Lei, X., J. Zhao, Y.-C. E. Yang, and Z. Wang. 2019. “Comparing the economic and environmental effects of different water management schemes using a coupled agent–hydrologic model.” J. Water Resour. Plann. Manage. 145 (6): 05019010. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001074.
Li, Z., and S. G. Buchberger. 2016. “Effect of time scale on PRP random flows in pipe network.” In Critical transitions in water and environmental resources management, 1–10. Reston, VA: ASCE.
Magini, R., I. Pallavicini, and R. Guercio. 2008. “Spatial and temporal scaling properties of water demand.” J. Water Resour. Plann. Manage. 134 (3): 276–284. https://doi.org/10.1061/(ASCE)0733-9496(2008)134:3(276).
Mamo, T. G., I. Juran, and I. Shahrour. 2013. “Urban water demand forecasting using the stochastic nature of short term historical water demand and supply pattern.” J. Water Resour. Hydraul. Eng. 2 (3): 92–103.
Martínez-Solano, J., P. L. Iglesias-Rey, R. Pérez-García, and P. Amparo López-Jiménez. 2008. “Hydraulic analysis of peak demand in looped water distribution networks.” J. Water Res. Plann. Manage. 134 (6): 504–510.
Moughton, L. J., S. G. Buchberger, D. L. Boccelli, Y. R. Filion, and B. W. Karney. 2008. “Effect of time step and data aggregation on cross correlation of residential demands.” In Proc., Water Distribution Systems Analysis Symp. 2006, 1–11. Reston, VA: ASCE.
Padulano, R., and G. Del Giudice. 2018. “A mixed strategy based on self-organizing map for water demand pattern profiling of large-size smart water grid data.” Water Resour. Manage. 32 (11): 3671–3685. https://doi.org/10.1007/s11269-018-2012-7.
Salomon, D. 1999. Computer graphics and geometric modeling. New York: Springer.
Shanno, D. F., and P. C. Kettler. 1970. “Optimal conditioning of quasi-Newton methods.” Math. Comput. 24 (111): 657–664. https://doi.org/10.1090/S0025-5718-1970-0274030-6.
Surendran, S., and K. Tota-Maharaj. 2018. “Effectiveness of log-logistic distribution to model water-consumption data.” J. Water Supply Res. Technol. AQUA 67 (4): 375–383. https://doi.org/10.2166/aqua.2018.175.
Swamee, P. K. 2002. “Near lognormal distribution.” J. Hydrol. Eng. 7 (6): 441–444. https://doi.org/10.1061/(ASCE)1084-0699(2002)7:6(441).
Tricarico, C., R. Gargano, S. Santopietro, and F. Granata. 2018. “Probability of null water demand characterization.” In Proc., 13th Int. Conf. on Hydroinformatics, 2096–2104. Manchester, UK: EasyChair.
Vertommen, I., R. Magini, and M. da Conceição Cunha. 2015. “Scaling water consumption statistics.” J. Water Resour. Plann. Manage. 141 (5): 04014072. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000467.
Wong, J. S., Q. Zhang, and Y. D. Chen. 2010. “Statistical modeling of daily urban water consumption in Hong Kong: Trend, changing patterns, and forecast.” Water Resour. Res. 46 (3). https://doi.org/10.1029/2009WR008147.
Xu, C., and I. C. Goulter. 1998. “Probabilistic model for water distribution reliability.” J. Water Resour. Plann. Manage. 124 (4): 218–228. https://doi.org/10.1061/(ASCE)0733-9496(1998)124:4(218).
Information & Authors
Information
Published In
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Nov 27, 2018
Accepted: May 22, 2020
Published online: Aug 25, 2020
Published in print: Nov 1, 2020
Discussion open until: Jan 25, 2021
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.