Technical Papers
May 23, 2023

Reducing Water Age in Residential Premise Plumbing Systems

Publication: Journal of Water Resources Planning and Management
Volume 149, Issue 8

Abstract

Water quality degrades with time as water travels to users through pipes. Water age (as a surrogate quality indicator) is not limited to distribution networks but carries through the residential premise plumbing system to the tap. Poorly designed premise plumbing layouts and intermittent usage patterns can lead to high residence times. This work aims to numerically quantify water age in residential premise plumbing systems using a stochastic demand simulator and a hydraulic solver. Plumbing layouts based on real houses are assessed and modified to determine design practices that lower water age. Results suggest that best practices are to loop the plumbing system or connect water closets at the end of the premise distribution branches to ensure periodic flushing. However, none of these approaches impacts the “last foot” of pipe connecting plumbing fixtures with the premise distribution pipes. The effect of fixture use intensity and water heater types on residence times is also assessed. The introduction of more efficient fixtures with their lower flows over the last several decades has increased residence times. On-demand heaters reduce water ages across all layouts at the outlet and the point of connection of the fixture. Autoflushers, installed in the hot water system, further decrease water age.

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Data Availability Statement

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

Acknowledgments

Sarai Díaz would like to thank the financial support provided by the University of Castilla-La Mancha to visit the University of Arizona in Spring 2022.

References

Agudelo-Vera, C., et al. 2020. “Drinking water temperature around the globe: Understanding, policies, challenges and opportunities.” Water 12 (4): 1049. https://doi.org/10.3390/w12041049.
Benedict, K. M., et al. 2017. “Surveillance for waterborne disease outbreaks associated with drinking water—United States, 2013–2014.” MMWR Morb Mortal Wkly. Rep. 66 (44): 1216–1221. https://doi.org/10.15585/mmwr.mm6644a3.
Blokker, E. J. M. 2010. “Stochastic water demand modelling for a better understanding of hydraulics in water distribution networks.” Ph.D. thesis, Dept. of Water Management, Delft Univ. of Technology.
Blokker, E. J. M., J. H. G. Vreeburg, and J. C. van Dijk. 2010. “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.
Boorman, G. A., V. Dellarco, J. K. Dunnick, R. E. Chapin, S. Hunter, F. Hauchman, H. Gardner, M. Cox, and R. C. Sills. 1999. “Drinking water and disinfection byproducts: Review and approach to toxicity evaluation.” Environ. Health Perspect. 107 (Feb): 207–217. https://doi.org/10.2307/3434484.
Brazeau, R., and M. Edwards. 2013. “Role of hot water system design on factors influential to pathogen regrowth: Temperature, chlorine residual, hydrogen evolution, and sediment.” Environ. Eng. Sci. 30 (10): 617–627. https://doi.org/10.1089/ees.2012.0514.
Brunone, B., and L. Morelli. 1999. “Automatic control valve-induced transients in operative pipe system.” J. Hydraul. Eng. 125 (5): 534–542. https://doi.org/10.1061/(ASCE)0733-9429(1999)125:5(534).
Buchberger, S. G., and G. J. Wells. 1996. “Intensity, duration, and frequency of residential water demands.” J. Water Resour. Plann. Manage. 122 (1): 11–19. https://doi.org/10.1061/(ASCE)0733-9496(1996)122:1(11).
Burkhardt, J. B., H. Woo, J. Mason, F. Shang, S. Triantafyllidou, M. R. Schock, D. Lytle, and R. Murray. 2020. “Framework for modeling lead in premise plumbing systems using EPANET.” J. Water Resour. Plann. Manage. 146 (12): 04020094. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001304.
Creaco, E., M. Blokker, and S. Buchberger. 2017a. “Models for generating household water demand pulses: Literature review and comparison.” J. Water Resour. Plann. Manage. 143 (6): 04017013. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000763.
Creaco, E., G. Pezzinga, and D. Savic. 2017b. “On the choice of the demand and hydraulic modeling approach to WDN real-time simulation.” Water Resour. Res. 53 (Apr): 6159–6177. https://doi.org/10.1002/2016WR020104.
Díaz, S., J. Boxall, L. Lamarche, and J. González. 2023. “The impact of ground heat capacity on drinking water temperature.” J. Water Resour. Plann. Manage. 149 (5): 04023012. https://doi.org/10.1061/JWRMD5/WRENG-5869.
Díaz, S., and J. González. 2022. “The importance of water temperature in water supply systems.” [In Spanish.] Ing. Agua 26 (2): 107–123. https://doi.org/10.4995/ia.2022.17366.
Geldreich, E. E. 1996. Microbial quality of water supply in distribution systems. Boca Raton, FL: CRC Press.
ICC (International Code Council). 2021. “2021 international plumbing code. Chapter 6: Water supply and distribution.” Accessed June 3, 2022. https://codes.iccsafe.org/content/IPC2021P1/chapter-6-water-supply-and-distribution.
Kyriakou, M., and D. Eliades. 2022. “OpenWaterAnalytics/EPANET-Matlab-Toolkit.” Accessed March 19, 2022. https://github.com/OpenWaterAnalytics/EPANET-Matlab-Toolkit.
LeChevallier, M. W. 1990. “Coliform regrowth in drinking water: A review.” J. Am. Water Works Assn. 82 (11): 74–86. https://doi.org/10.1002/j.1551-8833.1990.tb07054.x.
Leslie, E., J. Hinds, and F. Hai. 2021. “Causes, factors, and control measures of opportunistic premise plumbing pathogens—A critical review.” Appl. Sci. 11 (10): 4474. https://doi.org/10.3390/app11104474.
Marsili, V., S. Meniconi, S. Alvisi, B. Brunone, and M. Franchini. 2022. “Stochastic approach for the analysis of demand induced transients in real water distribution systems.” J. Water Resour. Plann. Manage. 148 (1): 04021093. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001498.
NRC (National Research Council). 2006. Drinking water distribution systems: Assessing and reducing risks. Washington, DC: National Academies Press.
Pepper Viner Homes. 2017. “Custom floor plans—Turquoise floor plan.” Accessed March 1, 2018. https://www.pepperviner.com/house-plans-custom-homes/custom-home-floor-plans.
Pezzinga, G. 1999. “Quasi-2D model for unsteady flow in pipe networks.” J. Hydraul. Eng. 125 (7): 676–685. https://doi.org/10.1061/(ASCE)0733-9429(1999)125:7(676).
Prescott, S., and B. Ulanicki. 2008. “Improved control of pressure reducing valves in water distribution networks.” J. Hydraul. Eng. 134 (1): 56–65. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:1(56).
Proctor, C. R., and F. Hammes. 2015. “Drinking water microbiology—From measurement to management.” Curr. Opin. Biotechnol. 33 (Dec): 87–94. https://doi.org/10.1016/j.copbio.2014.12.014.
Richardson, S. D., M. J. Plewa, E. D. Wagner, R. Schoeny, and D. M. DeMarini. 2007. “Ocurrence, genotoxicity and carcinogenicity of regulated and emerging disinfection by-products in drinking water: A review and roadmap for research.” Mutat. Res. Rev. Mutat. Res. 636 (1–3): 178–242. https://doi.org/10.1016/j.mrrev.2007.09.001.
Rossman, L. A. 2000. EPANET 2: User’s manual. Cincinnati: EPANET.
Schück, S. 2017. “Water age in residential premise plumbing.” Master’s thesis, Dept. of Civil and Architectural Engineering and Mechanics, Univ. of Arizona.
Trussell, R. R. 1999. “Safeguarding distribution system integrity.” J. Am. Water Work. Assoc. 91 (1): 46. https://doi.org/10.1002/j.1551-8833.1999.tb08567.x.
USEPA. 2002a. “Effects of water age on distribution system water quality.” Accessed March 1, 2018. https://www.epa.gov/sites/production/files/2015-09/documents/2007_05_18_disinfection_tcr_whitepaper_tcr_waterdistribution.pdf.
USEPA. 2002b. “Health risks from microbial growth and biofilms in drinking water distribution systems.” Accessed March 1, 2018. https://www.epa.gov/sites/production/files/2015-09/documents/2007_05_18_disinfection_tcr_whitepaper_tcr_biofilms.pdf.
USEPA. 2016. “Technologies for Legionella control in premise plumbing systems: Scientific literature review. EPA 810-R-16-001.” Accessed March 1, 2018. https://www.epa.gov/sites/default/files/2016-09/documents/legionella_document_master_september_2016_final.pdf.
USEPA. 2018. “Stage 1 and stage 2 disinfectants and disinfection byproducts rules.” Accessed March 1, 2018. https://www.epa.gov/dwreginfo/stage-1-and-stage-2-disinfectants-and-disinfection-byproducts-rules.
USEPA. 2019. “EPANET.” Accessed May 31, 2022. https://www.epa.gov/water-research/epanet.
USEPA. 2022. “WaterSense products.” Accessed June 3, 2022. https://www.epa.gov/watersense/watersense-products.
Wadowsky, R. M., R. B. Yee, L. Mezmar, E. J. Wing, and J. N. Dowling. 1982. “Hot water systems as sources of Legionella pneumophila in hospital and nonhospital plumbing fixtures.” Appl. Environ. Microbiol. 43 (5): 1104–1110. https://doi.org/10.1128/aem.43.5.1104-1110.1982.
Water Research Foundation. 2016. “Residential end uses of water, Version 2 Executive report.” Accessed May 31, 2022. https://www.waterrf.org/research/projects/residential-end-uses-water-version-2.
WHO (World Health Organization). 2007. Legionella and the prevention of legionellosis. Geneva: WHO.
Zlatanovic, L., J. P. van der Hoek, and J. H. G. Vreeburg. 2017. “An experimental study on the influence of water stagnation and temperature change on water quality in a full-scale domestic drinking water system.” Water Res. 123 (Oct): 761–772. https://doi.org/10.1016/j.watres.2017.07.019.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 149Issue 8August 2023

History

Received: Aug 5, 2022
Accepted: Jan 30, 2023
Published online: May 23, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 23, 2023

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Sasha Schück [email protected]
Consultant (Civil Engineering), SRK Consulting (US), Inc., 3275 W Ina Rd., Suite 240, Tucson, AZ 85741. Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Castilla-La Mancha, Avda Camilo José Cela s/n, Ciudad Real 13071, Spain (corresponding author). ORCID: https://orcid.org/0000-0002-5478-1768. Email: [email protected]
Professor, Dept. of Civil and Architectural Engineering and Mechanics, Univ. of Arizona, Tucson, AZ 85704. ORCID: https://orcid.org/0000-0002-8626-1433. Email: [email protected]

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