Chapter
May 14, 2020
World Environmental and Water Resources Congress 2020

Time Series Prior Effect on Water Demand Estimation

Publication: World Environmental and Water Resources Congress 2020: Hydraulics, Waterways, and Water Distribution Systems Analysis

ABSTRACT

The current study intends to evaluate the impact of using time series models as priors on the demand estimation process. Two different priors were compared: an informationless prior and a novel approach for prior generation based on the explicit propagation of the estimated demand uncertainty through autoregressive (AR) models. The proposed novel AR-type model can be understood as a natural extrapolation of the classic AR model that considers the estimated demands as random variable inputs instead of point estimates. The proposed models were tested utilizing a realistic case study containing one week of observed measurements. In addition, since sensor failures are commonly observed in real systems, the robustness of the adopted methods was evaluated under different levels of missing flow measurements. The results indicate that the uncertain AR prior was clearly superior to the informationless prior for both failure and no failure situations resulting in consistently lower errors and much smaller confidence intervals without significant losses in terms of reliability.

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ACKNOWLEDGEMENTS

The authors would like to gratefully acknowledge the partial funding support provided by the NSF CBET Directorate, Environmental Engineering Program through Award Number 1511959.

REFERENCES

Andersen, J. H., and Powell, R. S. (2000). “Implicit state-estimation technique for water network monitoring.” Urban Water, 2(2), 123-130.
Box, G. E. P., and Jenkings, G. M. 1970. “Time series analysis: Forecasting and control.” San Francisco: Holden-Day.
Bragalli, C., Fortini, M., and Todini, E. (2016). “Enhancing knowledge in water distribution networks via data assimilation.” Water resources management, 30(11), 3689-3706.
Davidson, J. W., and Bouchart, F. C. (2006). “Adjusting nodal demands in SCADA constrained real-time water distribution network models.” Journal of Hydraulic Engineering, 132(1), 102-110.
Hutton, C. J., Kapelan, Z., Vamvakeridou-Lyroudia, L., and Savić, D. A. (2012). “Dealing with uncertainty in water distribution system models: A framework for real-time modeling and data assimilation.” Journal of Water Resources Planning and Management, 140(2), 169-183.
Hutton, C. J., Kapelan, Z., Vamvakeridou-Lyroudia, L., and Savić, D. (2013). “Application of formal and informal Bayesian methods for water distribution hydraulic model calibration.” Journal of Water Resources Planning and Management, 140(11), 04014030.
Kang, D., and Lansey, K. (2009). “Real-time demand estimation and confidence limit analysis for water distribution systems.” Journal of Hydraulic Engineering, 135(10), 825-837.
Kapelan, Z. S., Savic, D. A., and Walters, G. A. (2007). “Calibration of water distribution hydraulic models using a Bayesian-type procedure.” Journal of Hydraulic Engineering, 133(8), 927-936.
Kumar, S. Mohan, Shankar Narasimhan, and S. Murty Bhallamudi. "State estimation in water distribution networks using graph-theoretic reduction strategy." Journal of Water Resources Planning and Management 134.5 (2008): 395-403.
Kun, D., Tian-Yu, L., Jun-Hui, W., and Jin-Song, G. (2015). “Inversion model of water distribution systems for nodal demand calibration.” Journal of Water Resources Planning and Management, 141(9), 04015002.
Qin, T., and Boccelli, D L. "Estimating distribution system water demands using Markov chain Monte Carlo." Journal of Water Resources Planning and Management 145.7 (2019).
Shang, F., Uber, J. G., van Bloemen Waanders, B. G., Boccelli, D., and Janke, R. (2008). “Real time water demand estimation in water distribution system.” In Water Distribution Systems Analysis Symposium 2006 (pp. 1-14).
Vassiljev, A., and Koppel, T. (2015). “Estimation of real-time demands on the basis of pressure measurements by different optimization methods.” Advances in Engineering Software, 80, 67-71.
Yang, X. and Liu, B., 2019. “Uncertain time series analysis with imprecise observations.” Fuzzy Optimization and Decision Making, 18(3), pp.263-278.

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Go to World Environmental and Water Resources Congress 2020
World Environmental and Water Resources Congress 2020: Hydraulics, Waterways, and Water Distribution Systems Analysis
Pages: 403 - 411
Editors: Sajjad Ahmad, Ph.D., and Regan Murray, Ph.D.
ISBN (Online): 978-0-7844-8297-1

History

Published online: May 14, 2020
Published in print: May 14, 2020

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Authors

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Paulo José A. Oliveira [email protected]
Ph.D. Student, Environmental Engineering Program, Dept. of Chemical and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH. E-mail: [email protected]
Dominic L. Boccelli, A.M.ASCE [email protected]
Professor and Dept. Head, Civil and Architectural Engineering and Mechanics, Univ. of Arizona, Tucson, AZ (corresponding author). E-mail: [email protected]

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