TECHNICAL PAPERS
May 1, 2008

Mixing at Cross Junctions in Water Distribution Systems. II: Experimental Study

This article is a reply.
VIEW THE ORIGINAL ARTICLE
This article has a reply.
VIEW THE REPLY
Publication: Journal of Water Resources Planning and Management
Volume 134, Issue 3

Abstract

The present experimental study focuses on the characterization of complex mixing phenomena at pipe intersections within pressurized water distribution networks. To examine the complete mixing assumption at a cross junction, a series of experiments were conducted in the turbulent regime (R>10,000) . The experimental setup consists of a cross junction with various sensors, pumps, and a data acquisition system to accurately measure solute concentration. Selected experimental results are compared to computational fluid dynamics (CFD) results. In addition, the water quality model associated with a standard water distribution network simulator (EPANET) was reevaluated based on CFD and experimental data. Corrections based on experimental results are incorporated into EPANET (AZRED 1.0) for use in a case study. The study concludes that the complete mixing assumption can potentially create considerable errors in water quality modeling. Further, severe errors are likely to occur in systems with many cross type junctions due to bifurcation of the incoming flows.

Get full access to this article

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

Acknowledgments

This work is supported by the Environmental Protection Agency/Department of Homeland Security (under Grant No. UNSPECIFIED613383D to the University of Arizona). Sandia is a multiprogram laboratory operated by Sandia Corporation, a Lockheed Martin Company for the United States Department of Energy’s National Nuclear Security Administration under Contract No. DOEDE-AC04-94AL85000. We would like to acknowledge additional graduate and undergraduate students at the University of Arizona, namely, Susan O’Shaughnessy, Jerry Shen, and Levi Johnson who have contributed their valuable time and efforts to the present work.

References

Ashgriz, N., Brocklehurst, W., and Talley, D. (2001). “Mixing mechanisms in a pair of impinging jets.” J. Propul. Power, 17(3), 736–749.
EPA. (2002). “EPANET 2.0.” http://www.epa.gov/nrmrl/wswrd/epanet.html#Downloads (Jan. 10, 2007).
Romero-Gomez, P., Ho, C. K., and Choi, C. Y. (2008). “Mixing at cross junctions in water distribution systems. I: Numerical study.” J. Water Resour. Plann. Manage., 134(3), 285–294.
Romero-Gomez, P., Choi, C. Y., van Bloemen Waanders, B., and McKenna, S. A. (2006). “Transport phenomena at intersections of pressurized pipe systems.” Proc., 8th Annual Water Distribution System Analysis Symp., Cincinnati.
van Bloemen Waanders, B., Hammond, G., Shadid, J., Collis, S., and Murray, R. (2005). “A comparison of Navier-Stokes and network models to predict chemical transport in municipal water distribution systems.” Proc., World Water and Environmental Resources Congress, Anchorage, Alaska.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 134Issue 3May 2008
Pages: 295 - 302

History

Received: Jan 31, 2007
Accepted: Jun 15, 2007
Published online: May 1, 2008
Published in print: May 2008

Permissions

Request permissions for this article.

Authors

Affiliations

R. G. Austin
Graduate Research Assistant, Dept. of Agricultural and Biosystems Engineering, The Univ. of Arizona, Tucson, AZ 85721. E-mail: [email protected]
B. van Bloemen Waanders
Research Scientist, Sandia National Laboratories, P.O. Box 5800, MS-0735, Albuquerque, NM 87185-0735. E-mail: [email protected]
S. McKenna
Research Scientist, Sandia National Laboratories, P.O. Box 5800, MS-0735, Albuquerque, NM 87185-0735. E-mail: [email protected]
C. Y. Choi
Professor, Agricultural and Biosystems Engineering, The Univ. of Arizona, Tucson, AZ 85721. E-mail: [email protected]

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.

Cited by

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