Technical Notes
May 31, 2021

How Larger Lead Scale Particles are Likely to Move in Service Lines

Publication: Journal of Water Resources Planning and Management
Volume 147, Issue 8

Abstract

If lead service lines are present, small lead-containing particles often are observed in drinking water. Because such particles inevitably differ in size, if many small particles are observed, there likely are a few larger ones as well. This work examined the potential movement of such larger particles using a mathematical model for particle transport in pipes. This model suggested that lead scale particles in the size range 20400-μm, if they exist, would move toward the home or serviced location along the bottom inside surface of the pipe (i.e., as bed load) under typical flow conditions (u=0.43  m/s). These bed load particles could collect at obstructions, or in a home’s basement. According to the model, high-rate flushing (u=0.95  m/s) at the hose bib will fully suspend these particles in horizontal pipes, ideally removing them. This research supports the practice of high-rate flushing, for example, at the hose bib, to remove persistent lead particles after service line replacement.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data is available from the authors upon request.

References

Abokifa, A. A., and P. Biswas. 2017. “Modeling soluble and particulate lead release into drinking water from full and partially replaced lead service lines.” Environ. Sci. Technol. 51 (6): 3318–3326. https://doi.org/10.1021/acs.est.6b04994.
Brown, M. J., J. Raymond, D. Homa, C. Kennedy, and T. Sinks. 2011. “Association between children’s blood lead levels, lead service lines, and water disinfection, Washington, DC, 1998–2006.” Environ. Res. 111 (1): 67–74. https://doi.org/10.1016/j.envres.2010.10.003.
Brown, R. A., and D. A. Cornwell. 2015. “High-velocity household and service line flushing following LSL replacement.” J. Am. Water Works Assoc. 107 (3): E140–E151. https://doi.org/10.5942/jawwa.2015.107.0012.
Cartier, C., E. Doré, L. Laroche, S. Nour, M. Edwards, and M. Prévost. 2013. “Impact of treatment on Pb release from full and partially replaced harvested lead service lines (LSLs).” Water Res. 47 (2): 661–671. https://doi.org/10.1016/j.watres.2012.10.033.
Doré, E., E. Deshommes, L. Laroche, S. Nour, and M. Prévost. 2019. “Lead and copper release from full and partially replaced harvested lead service lines: Impact of stagnation time prior to sampling and water quality.” Water Res. 150 (Mar): 380–391. https://doi.org/10.1016/j.watres.2018.11.076.
Green, D. 2008. Perry’s chemical engineers’ handbook. 8th ed. New York: McGraw-Hill.
Hayes, C. R. 2009. “Computational modelling to investigate the sampling of lead in drinking water.” Water Res. 43 (10): 2647–2656. https://doi.org/10.1016/j.watres.2009.03.023.
Kim, E. J., and J. E. Herrera. 2010. “Characteristics of lead corrosion scales formed during drinking water distribution and their potential influence on the release of lead and other contaminants.” Environ. Sci. Technol. 44 (16): 6054–6061. https://doi.org/10.1021/es101328u.
Kuch, A., and I. Wagner. 1983. “A mass transfer model to describe lead concentrations in drinking water.” Water Res. 17 (10): 1303–1307. https://doi.org/10.1016/0043-1354(83)90256-7.
Lytle, D. A., M. R. Schock, C. Formal, C. Bennett-Stamper, S. Harmon, M. N. Nadagouda, D. Williams, M. K. DeSantis, J. Tully, and M. Pham. 2020. “Lead particle size fractionation and identification in Newark, New Jersey’s drinking water.” Environ. Sci. Technol. 54 (21): 13672–13679. https://doi.org/10.1021/acs.est.0c03797.
Mantha, A., M. Tang, K. J. Pieper, J. L. Parks, and M. A. Edwards. 2020. “Tracking reduction of water lead levels in two homes during the Flint Federal Emergency.” Water Res. 7 (10): 100047. https://doi.org/10.1016/j.wroa.2020.100047.
Quik, J. T. K., D. van De Meent, and A. A. Koelmans. 2014. “Simplifying modeling of nanoparticle aggregation–sedimentation behavior in environmental systems: A theoretical analysis.” Water Res. 62: 193–201. https://doi.org/10.1016/j.watres.2014.05.048.
Swamee, P. K., and A. K. Jain. 1976. “Explicit equations for pipe flow problems.” J. Hydraul. Eng. 102 (5): 657–664. https://doi.org/10.1061/JYCEAJ.0004542.
Thomas, D. G. 1964. “Transport characteristics of suspensions: Part IX. Representation of periodic phenomena on a flow regime diagram for dilute suspension transport.” AIChE J. 10 (3): 303–308. https://doi.org/10.1002/aic.690100307.
USEPA. 2016. Lead and copper rule revisions white paper 18. Washington, DC: USEPA.
Welter, G. 2016. “Typical kitchen faucet-use flow rates: Implications for lead concentration sampling.” J. Am. Water Works Assoc. 108 (7): 374–380. https://doi.org/10.5942/jawwa.2016.108.0085.
Zhao, J., D. E. Giammar, J. D. Pasteris, C. Dai, Y. Bae, and Y. Hu. 2018. “Formation and aggregation of lead phosphate particles: Implications for lead immobilization in water supply systems.” Environ. Sci. Technol. 52 (21): 12612–12623. https://doi.org/10.1021/acs.est.8b02788.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 147Issue 8August 2021

History

Received: Oct 29, 2020
Accepted: Mar 24, 2021
Published online: May 31, 2021
Published in print: Aug 1, 2021
Discussion open until: Oct 31, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Research Associate, Dept. of Civil and Mineral Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4 (corresponding author). ORCID: https://orcid.org/0000-0003-0915-8130. Email: [email protected]
Bryan Karney, Ph.D., M.ASCE
Professor, Dept. of Civil and Mineral Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4.

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.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share