Adaptive Chemical Mixing Resolution to Accelerate Water Quality Simulations without Accuracy Loss
Publication: World Environmental and Water Resources Congress 2024
ABSTRACT
EPANET 2.2’s Lagrangian algorithm, the industry standard for modeling quality in water distribution systems, depends on a proper temporal discretization to balance accuracy and running time. This article introduces a modification to the algorithm that aims for higher accuracy with smaller computational efforts. The modification adaptively accumulates, mixes, and releases water parcels in sync with heterogeneities in upstream pipes instead of flattening them in accordance with a prescribed time step. By independently modifying the temporal resolution at each node in the network, this adaptive technique decouples the level of detail necessary at different locations and for different calculations. Experiments with three different test models, ranging from small to large, demonstrated that considerable efficiency can be gained, especially in situations where rapid concentration changes occur in the network. Even in simulations with gradual changes, the adaptive technique achieved similar levels of accuracy in less than half the time.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
REFERENCES
Agudelo-Vera, C., et al. 2020. “Drinking water temperature around the globe: Understanding, policies, challenges and opportunities.” Water (Switzerland). MDPI AG.
Altan, S. A. B., and L. M. Mays. 2000. “Optimal Operation of Water Distribution Pumps Considering Water Quality.” J Water Resour Plan Manag, 126 (4): 210–220. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)0733-9496(2000)126:4(210).
Antoun, E. N., J. E. Dyksen, and D. J. Hiltebrand. 1999. “Unidirectional flushing: a powerful tool.” Journal AWWA, 91 (7): 62–72. John Wiley & Sons, Ltd. https://doi.org/https://doi.org/10.1002/j.1551-8833.1999.tb08665.x.
Autodesk Inc. 2023. “InfoWater Pro Documentation.” Accessed December 6, 2023. https://help.autodesk.com/view/INFWP/ENU/.
Barbeau, B., V. Gauthier, K. Julienne, and A. Carriere. 2005. “Dead-end flushing of a distribution system: Short and long-term effects on water quality.” Journal of Water Supply: Research and Technology, 54 (6): 371–383.
Boulos, P. F., T. Altman, P.-A. Jarrige, and F. Collevati. 1994. “An event-driven method for modelling contaminant propagation in water networks.” Appl Math Model, 18 (February): 84–92.
Boulos, P. F., T. Altman, P.-A. Jarrige, and F. Collevati. 1995. “Discrete simulation approach for network-water-quality models.” J Water Resour Plan Manag, 121 (1): 49–60. American Society of Civil Engineers.
Boxall, J. B., and A. J. Saul. 2005. “Modeling Discoloration in Potable Water Distribution Systems.” Journal of Environmental Engineering, 131 (5): 716–725. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)0733-9372(2005)131:5(716).
Davis, M. J., R. Janke, and T. N. Taxon. 2018. “Mass imbalances in EPANET water-quality simulations.” Drink Water Eng Sci, 11 (1): 25–47. Copernicus GmbH. https://doi.org/10.5194/dwes-11-25-2018.
Doosun, K., and L. Kevin. 2010. “Real-Time Optimal Valve Operation and Booster Disinfection for Water Quality in Water Distribution Systems.” J Water Resour Plan Manag, 136 (4): 463–473. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000056.
Helena, M.-J., B. Andrew, and B. Adil. 2015. “Exploration of the Trade-Offs between Water Quality and Pumping Costs in Optimal Operation of Regional Multiquality Water Distribution Systems.” J Water Resour Plan Manag, 141 (6): 04014077. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000472.
Hernández, F., and X. Liang. 2019. “Efficient Data Assimilation in High-Dimensional Hydrologic Modeling through Optimal Spatial Clustering.” World Environmental and Water Resources Congress, G. F. Scott and W. Hamilton, eds., 334–347. Pittsburgh, USA: American Society of Civil Engineers.
Kourbasis, N., M. Patelis, S. Tsitsifli, and V. Kanakoudis. 2020. “Optimizing Water Age and Pressure in Drinking Water Distribution Networks.” 51. MDPI AG.
Kurek, W., and A. Ostfeld. 2013. “Multi-objective optimization of water quality, pumps operation, and storage sizing of water distribution systems.” J Environ Manage, 115: 189–197. https://doi.org/https://doi.org/10.1016/j.jenvman.2012.11.030.
Liou, C. P., and J. R. Kroon. 1987. “Modeling the propagation of waterborne substances in distribution networks.” Journal‐American Water Works Association, 79 (11): 54–58. Wiley Online Library.
Liu, G., Y. Zhang, W. J. Knibbe, C. Feng, W. Liu, G. Medema, and W. van der Meer. 2017. “Potential impacts of changing supply-water quality on drinking water distribution: A review.” Water Res. Elsevier Ltd.
Mala-Jetmarova, H., N. Sultanova, and D. Savic. 2017. “Lost in optimisation of water distribution systems? A literature review of system operation.” Environmental Modelling and Software, 93: 209–254. Elsevier Ltd. https://doi.org/10.1016/j.envsoft.2017.02.009.
Di Nardo, A., M. Di Natale, M. Guida, and D. Musmarra. 2013. “Water Network Protection from Intentional Contamination by Sectorization.” Water Resources Management, 27 (6): 1837–1850. https://doi.org/10.1007/s11269-012-0133-y.
Ohar, Z., and A. Ostfeld. 2014. “Optimal design and operation of booster chlorination stations layout in water distribution systems.” Water Res, 58: 209–220. https://doi.org/https://doi.org/10.1016/j.watres.2014.03.070.
Ostfeld, A. 2005. “A review of modeling water quality in distribution systems.” Urban Water J, 2 (2): 107–114. Taylor & Francis. https://doi.org/10.1080/15730620500144266.
Rossman, L. A. 2000. EPANET 2: Users Manual. Cincinnati, Ohio: Water Supply and Water Resources Division, National Risk Management Research Laboratory, US Environmental Protection Agency.
Rossman, L. A. 2016. “EPANET Net 3.” Software Manual Examples. Accessed December 6, 2023. https://uknowledge.uky.edu/wdst_manuals/2/.
Rossman, L. A., and P. F. Boulos. 1996. “Numerical Methods for Modeling Water Quality in Distribution Systems: A Comparison.” J Water Resour Plan Manag, 122 (2): 137–146. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)0733-9496(1996)122:2(137).
Rossman, L. A., R. M. Clark, and W. M. Grayman. 1994. “Modeling chlorine residuals in drinking-water distribution systems.” Journal of environmental engineering, 120 (4): 803–820. American Society of Civil Engineers.
Rossman, L. A., H. Woo, M. Tryby, F. Shang, R. Janke, and T. Haxton. 2020. EPANET 2.2 User Manual. Cincinnati, Ohio: Water Infrastructure Division, Center for Environmental Solutions and Emergency Response, US Environmental Protection Agency.
Saldarriaga, J. G., L. Nieto, F. Hernández, and C. Osorio. 2011. “Discolored Water Analysis and Modeling for Trunk Networks: The Case of Bogotá, Colombia.” Water Distribution Systems Analysis 2010, 507–521. Tucson, AZ: American Society of Civil Engineers.
Saldarriaga, J. G., S. Takahashi, F. Hernández, D. M. Díaz, and S. Ochoa. 2010. “An Energy Methodology for the Design of Water Distribution Systems.” World Environmental and Water Resources Congress 2010, Proceedings, 4303–4313.
Shang, F., L. A. Rossman, and J. G. Uber. 2023. EPANET-MSX 2.0 User Manual. Cincinnati, Ohio: Water Infrastructure Division, Center for Environmental Solutions and Emergency Response, US Environmental Protection Agency.
Skadsen, J., R. Janke, W. Grayman, W. Samuels, M. Tenbroek, B. Steglitz, and S. Bahl. 2008. “Distribution system on‐line monitoring for detecting contamination and water quality changes.” Journal‐American Water Works Association, 100 (7): 81–94. Wiley Online Library.
Sun, R., F. Hernández, X. Liang, and H. Yuan. 2020. “A calibration framework for high‐resolution hydrological models using a multiresolution and heterogeneous strategy.” Water Resour Res, 1–26. https://doi.org/10.1029/2019wr026541.
Vasconcelos, J. J., L. A. Rossman, W. M. Grayman, P. F. Boulos, and R. M. Clark. 1997. “Kinetics of chlorine decay.” Journal AWWA, 89 (7): 54–65. John Wiley & Sons, Ltd. https://doi.org/https://doi.org/10.1002/j.1551-8833.1997.tb08259.x.
Vreeburg, H. G., and J. B. Boxall. 2007. “Discolouration in potable water distribution systems: A review.” Water Res, 41 (3): 519–529. https://doi.org/https://doi.org/10.1016/j.watres.2006.09.028.
Wu, Z. Y. 2006. “Optimal calibration method for water distribution water quality model.” Journal of Environmental Science and Health, Part A, 41 (7): 1363–1378. Taylor & Francis.
Information & Authors
Information
Published In
History
Published online: May 16, 2024
ASCE Technical Topics:
- Adaptive systems
- Algorithms
- Engineering fundamentals
- Environmental engineering
- Hydration
- Laminating
- Materials engineering
- Materials processing
- Mathematics
- Model accuracy
- Models (by type)
- Systems engineering
- Systems management
- Water and water resources
- Water leakage and water loss
- Water management
- Water quality
- Water supply
- Water supply systems
- Water treatment
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.