Skip to main content
Log in

An Efficient Approach for Nodal Water Demand Estimation in Large-scale Water Distribution Systems

  • Published:
Water Resources Management Aims and scope Submit manuscript

Abstract

Real-time modeling of a water distribution system (WDS) is a critical step for the control and operation of such systems. The nodal water demand, as the most important time-varying parameter, must be estimated in real time. The computational burden of nodal water demand estimation is intensive, leading to inefficiency in the modeling of large-scale networks. The Jacobian matrix computation and Hessian matrix inversion are the main processes that dominate the computation time. To address this problem, an approach for shortening the computation time for real-time demand estimation in large-scale network is proposed. This approach allows the Jacobian matrix to be efficiently computed based on solving a system of linear equations, and a Hessian matrix inversion method based on matrix partitioning and the iterative Woodbury-Matrix-Identity Formula is proposed. The developed approach is applied to a large-scale network, in which the number of nodal water demands is 12523, and the number of measurements ranges from 10 to 2000. The results show that the time consumptions for the Jacobian computation and Hessian matrix inversion are within 465.3 ms and 1219.0 ms, respectively. The time consumption is significantly shortened compared with the existing approach, especially for nodal water demand estimation in large-scale WDSs.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7

Similar content being viewed by others

Data/Code Availability

All data, models, and codes that support the findings of this study are available from the corresponding author upon reasonable request.

References

  • Abu-Mahfouz AM, Hamam Y, Page PR, Adedeji KB, Anele AO, Todini E (2019) Real-time dynamic hydraulic model of water distribution networks. Water 11(3)

  • Berardi L, Giustolisi O (2021) Calibration of design models for leakage management of water distribution networks. Water Resour Manag 35(8):2537–2551

    Article  Google Scholar 

  • Chu S, Zhang T, Xu C, Yu T, Shao Y (2021a) Dealing with data missing and outlier to calibrate nodal water demands in water distribution systems. Water Resour Manag 35(9):2863–2878

    Article  Google Scholar 

  • Chu S, Zhang T, Li X, Li K, Shao Y (2021b) Approach for water distribution system model calibration based on iterative Sherman-Morrison formula. J Water Resour Plan Manag 147(5):04021017

    Article  Google Scholar 

  • Chu S, Zhang T, Shao Y, Yu T, Yao H (2020) Numerical approach for water distribution system model calibration through incorporation of multiple stochastic prior distributions. Sci Total Environ 708:134565

  • Coulbeck B, Orr CH (1988) Computer applications in water supply. Res Stud Press

  • Di Nardo A, Di Natale M, Gisonni C, Iervolino M (2015) A genetic algorithm for demand pattern and leakage estimation in a water distribution network. J Water Supply Re Technol Aqua 64(1):35–46

    Article  Google Scholar 

  • Freitas R, Brentan B, Meirelles G, Luvizotto E (2018) Dynamic clustering and a hybrid optimization for roughness calibration in water distribution model. 1st International WDSA/CCWI 2018 Joint Conference

  • Goulter IC, Bouchart F (1990) Reliability-constrained pipe network model. J Hydraul Eng 116(2):211–229

    Article  Google Scholar 

  • Jung D, Choi Y, Kim J (2016) Optimal node grouping for water distribution system demand estimation. Water 8(4):160

    Article  Google Scholar 

  • Kang D, Lansey K (2009) Real-time demand estimation and confidence limit analysis for water distribution systems. J Hydraul Eng 135(10):825–837

    Article  Google Scholar 

  • Kapelan ZS, Savic DA, Walters GA (2007) Calibration of water distribution hydraulic models using a Bayesian-type procedure. J Hydraul Eng 133(8):927–936

    Article  Google Scholar 

  • Khatavkar P, Mays LW (2019) Optimization-simulation model for real-time pump and valve operation of water distribution systems under critical conditions. Urban Water J 16(1):45–55

    Article  Google Scholar 

  • Law KJH, Stuart AM, Zygalakis KC (2015) Data assimilation: a mathematical introduction. Rev Bras Meteorol 26(3):433–442

    Google Scholar 

  • Meirelles G, Manzi D, Brentan B, Goulart T, Luvizotto E Jr (2017) Calibration model for water distribution network using pressures estimated by artificial neural networks. Water Resour Manag 31(13):4339–4351

    Article  Google Scholar 

  • Moasheri R, Jalili-Ghazizadeh M (2020) Locating of probabilistic leakage areas in water distribution networks by a calibration method using the imperialist competitive algorithm. Water Resour Manag 34(1):35–49

    Article  Google Scholar 

  • Ostfeld A, Uber JG, Salomons E, Berry JW, Hart WE, Phillips CA, Watson J-P, Dorini G, Jonkergouw P, Kapelan Z, di Pierro F, Khu S-T, Savic D, Eliades D, Polycarpou M, Ghimire SR, Barkdoll BD, Gueli R, Huang JJ, McBean EA, James W, Krause A, Leskovec J, Isovitsch S, Xu J, Guestrin C, VanBriesen J, Small M, Fischbeck P, Preis A, Propato M, Piller O, Trachtman GB, Wu ZY, Walski T (2008) The battle of the water sensor networks (BWSN): a design challenge for engineers and algorithms. J Water Resour Plan Manag 134(6):556–568

    Article  Google Scholar 

  • Piller O, Elhay S, Deuerlein J, Simpson AR (2017) Local sensitivity of pressure-driven modeling and demand-driven modeling steady-state solutions to variations in parameters. J Water Resour Plan Manag 143(2):04016074

    Article  Google Scholar 

  • Rathi S, Gupta R, Labhasetwar P, Nagarnaik P (2020) Challenges in calibration of water distribution network: a case study of Ramnagar Elevated Service Reservoir command area in Nagpur City, India. Water Sci Technol Water Supply 20(4):1294–1312

    Google Scholar 

  • Rossman, L. A. (2000). "Epanet 2 users manual, us environmental protection agency." Water Supply and Water Resources Division, National Risk Management Research Laboratory, Cincinnati, OH, 45268.

  • Sankaranarayanan S, Sivakumaran N, Radhakrishnan TK, Swaminathan G (2020) Dynamic soft sensor based parameters and demand curve estimation for water distribution system:theoretical and experimental cross validation. Control Eng Pract 102

  • Shang F, Uber JG, van Bloemen Waanders BG, Boccelli D, Janke R (2008) Real time water demand estimation in water distribution system. Water Distrib Syst Anal Symp 2006:1–14

    Google Scholar 

  • Vrachimis SG, Eliades DG, Polycarpou MM (2018) Leak detection in water distribution systems using hydraulic interval state estimation. 2018 IEEE Conference on Control Technology and Applications, CCTA 565–570

  • Wang E, Zhang Q, Shen B, Zhang G, Lu X, Wu Q, Wang Y (2014) Intel math kernel library. In High-performance computing on the Intel® Xeon Phi™ 167–188. Berlin: Springer

  • Wang S, Taha AF, Sela L, Gatsis N, Giacomoni MH (2019) State estimation in water distribution networks through a new successive linear approximation. Proceedings of the IEEE Conference on Decision and Control 5474-5479

  • Weber R, Hos C (2020) Efficient technique for pipe roughness calibration and sensor placement for water distribution systems. J Water Resour Plan Manag 146(1):04019070

    Article  Google Scholar 

  • Zanfei A, Menapace A, Santopietro S, Righetti M (2020) Calibration procedure for water distribution systems: comparison among hydraulic models. Water 12(5):1421

    Article  Google Scholar 

  • Zhang H, Wang K, Zhou X, Wang W (2018) Using DFP algorithm for nodal demand estimation of water distribution networks. KSCE J Civil Eng 22(8):2747–2754

    Article  Google Scholar 

  • Zhou X, Xu WR, Xin KL, Yan HX, Tao T (2018) Self-adaptive calibration of real-time demand and roughness of water distribution systems. Water Resour Res 54(8):5536–5550

    Article  Google Scholar 

Download references

Acknowledgments

This work was supported by the National Natural Science Foundation of China (No. 52070165).

Author information

Authors and Affiliations

Authors

Contributions

Shipeng Chu: Conceptualization, Methodology, Software, Validation, Writing-Original Draft. Tuqiao Zhang: Writing-Review & Editing, Resources, Project administration. Xinhong Zhou: Visualization, Investigation, Formal analysis. Tingchao Yu: Writing - Review & Editing.Yu Shao: Writing - Review & Editing, Supervision, Funding acquisition.

Corresponding author

Correspondence to Yu Shao.

Ethics declarations

Ethical Approval

Not applicable.

Consent to Publish

Not applicable.

Consent to Participate

Not applicable.

Conflicts of Interest/Competing Interests

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Supplementary Information

Below is the link to the electronic supplementary material.

Supplementary file1 (DOCX 637 KB)

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Chu, S., Zhang, T., Zhou, X. et al. An Efficient Approach for Nodal Water Demand Estimation in Large-scale Water Distribution Systems. Water Resour Manage 36, 491–505 (2022). https://doi.org/10.1007/s11269-021-03024-w

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11269-021-03024-w

Keywords

Navigation