TECHNICAL PAPERS
Sep 1, 1993

Discrete Volume‐Element Method for Network Water‐Quality Models

Publication: Journal of Water Resources Planning and Management
Volume 119, Issue 5

Abstract

An explicit dynamic water‐quality modeling algorithm is developed for tracking dissolved substances in water‐distribution networks. The algorithm is based on a mass‐balance relation within pipes that considers both advective transport and reaction kinetics. Complete mixing of material is assumed at pipe junctions and storage tanks. The algorithm automatically selects a pipe‐segmentation scheme and computational time step that satisfies conservation of mass and seeks to minimize numerical dispersion. In contrast to previous water‐quality models, there is no need to first find unique flow paths through the network. The resulting method is both robust and efficient, and can be readily applied to all types of network configurations and dynamic hydraulic conditions. The applicability of the method is demonstrated using an example pipe‐distribution network. Enhancement of distribution‐system water‐quality management is a principal benefit of the methodology.

Get full access to this article

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

References

1.
Bhave, P. R. (1988). “Extended period simulation of water systems—direct solution.” J. Envir. Engrg., ASCE, 114(5), 1146–1159.
2.
Bosserman, B. E. (1978). “Computer analysis of hydraulic transients in a complex piping system.” J. Am. Water Works Assoc., 70, 371–376.
3.
Boulos, P. F., and Altman, T. (1991). “Improved algorithms for modeling water quality in complex pipe distribution systems.” Computer Sci. and Engrg. Tech. Rep. 9‐1991, University of Colorado, Denver, Colo.
4.
Boulos, P. F., Wood, D. J., and Funk, J. E. (1989). “A comparison of numerical and exact solutions for pressure surge analysis.” Proc., 6th Int. Conf. on Pressure Surges, A. R. D. Thorley, ed., BHRA, Cambridge, England, 149–159.
5.
Boulos, P. F., Altman, T., and Sadhal, K. (1992). “Computer modeling of water quality in large multiple source networks.” J. Appl. Math. Modeling, 16(8), 439–445.
6.
Boulos, P. F., Altman, T., and Vasconcelos, J. J. (1991). “Explicit graph‐theoretic algorithms for mixing problems in multiple‐source networks.” Computer Sci. and Engrg. Tech. Rep. 4‐1991, University of Colorado, Denver, Colo.
7.
Chun, D. G., and Selznick, H. L. (1985). “Computer modeling of distribution system water quality.” Computer applications in water resources, ASCE, New York, N.Y.
8.
Clark, R. M., Grayman, W. M., Males, R. M., and Coyle, J. M. (1986). “Predicting water quality in distribution systems.” Proc., Distribution System Symp., AWWA, Minneapolis, Minn.
9.
Clark, R. M., Grayman, W. M., and Males, R. M. (1988a). “Contaminant propagation in distribution systems.” J. Envir. Engrg., ASCE, 114(4), 929–943.
10.
Clark, R. M., Grayman, W. M., Males, R. M., and Coyle, J. M. (1988b). “Modeling contaminant propagation in drinking water distribution systems.” AQUA, 3, 137–151.
11.
Clark, R. M., Grayman, W. M., and Goodrich, J. A. (1991). “Water quality modeling: its regulatory implications.” Proc., AWWARF/EPA Conf. on Water Quality Modeling in Distribution Systems, Cincinnati, Ohio.
12.
Grayman, W. M., Clark, R. M., and Males, R. M. (1988). “Modeling distribution system water quality: dynamic approach.” J. Water Resour. Plng. and Mgmt., ASCE, 114(3), 295–312.
13.
Grayman, W. M., and Clark, R. M. (1990). “An overview of water quality modeling in a distribution system.” Proc., 1990 AWWA Annu. Conf., Cincinnati, Ohio.
14.
Grayman, W. M., and Clark, R. M. (1991). “Water quality modeling in distribution systems.” Symp. on Dynamics of Water Quality in Distribution Systems, AWWA Annu. Conf., Philadelphia, Pa.
15.
Grayman, W. M., Clark, R. M., and Goodrich, J. A. (1991). “The effects of operation, design, and location of storage tanks on the water quality in a distribution system.” Proc., AWWARF/EPA Conf. on Water Quality Modeling in Distribution Systems, Cincinnati, Ohio.
16.
Itoh, H., Kurotani, K., Kubota, M., and Tsuzura, M. (1990). “Dynamic analysis concerning water quality in distribution networks and advanced control for chlorine injection.” Proc., IAWPR Conf., Kyoto, Japan.
17.
Jeppson, R. W. (1981). Analysis of flow in pipe networks. Ann Arbor Science, Ann Arbor, Mich.
18.
Keefer, T. N., and Jobson, H. E. (1978). “River transport modeling for unsteady flows.” J. Hydr. Div., ASCE, 104(5), 635–647.
19.
Liou, C. P., and Kroon, J. R. (1987). “Modeling the propagation of waterborne substances in distribution networks.” J. Am. Water Works Assoc., 79(11), 54–58.
20.
Males, R. M., Clark, R. M., Wehrman, P. J., and Gates, W. E. (1985). “Algorithm for mixing problems in water systems.” J. Hydr. Engrg., ASCE, 111(2), 206–219.
21.
Murphy, S. B. (1985). “Modeling chlorine concentrations in municipal water systems,” MS. thesis, Montana State University, Bozeman, Mont.
22.
Onizuka, K. (1986). “System dynamics approach to pipe network analysis.” J. Hydr. Engrg., ASCE 112(8), 728–749.
23.
Osiadacz, A. J. (1987). Simulation and analysis of gas networks. E&F Spon Ltd., London, England.
24.
Rao, H. S., and Bree, D. W. (1977). “Extended period simulation of water systems—part A.” J. Hydr. Div., ASCE, 103(2), 97–108.
25.
Wood, D. J., and Ormsbee, L. E. (1989). “Supply identification for water distribution systems.” J. Am. Water Works Assoc., 81(7), 74–80.
26.
Wood, D. J., Funk, J. E., and Boulos, P. F. (1989). “Pipe network transients—distributed and lumped parameter modeling.” Proc., 6th Int. Conf. on Pressure Surges, A. R. D. Thorley, ed., BURA, Cambridge, England, 131–142.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 119Issue 5September 1993
Pages: 505 - 517

History

Received: Aug 6, 1992
Published online: Sep 1, 1993
Published in print: Sep 1993

Permissions

Request permissions for this article.

Authors

Affiliations

Lewis A. Rossman, Member, ASCE
Chf., Engrg. and Cost Section, Drinking Water Res. Div., U.S. Envir. Protection Agency, Cincinnati, OH 45268
Paul F. Boulos, Associate Member, ASCE
Sr. Engr., Dept. of Computer Aided Engrg., Montgomery‐Watson, Pasadena, CA 91101
Tom Altman
Asst. Prof., Dept. of Computer Sci. and Engrg., Univ. of Colorado, Denver, CO 80217

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