TECHNICAL PAPERS
Mar 1, 1988

Modeling Water Quality in Distribution Systems

Publication: Journal of Water Resources Planning and Management
Volume 114, Issue 2

Abstract

Water quality although acceptable when it leaves the treatment plant may deteriorate before it reaches the user. Changes in quality may be caused by chemical or biological transformations, by a loss of system integrity, or by blending of waters from different sources. Until recently, little attention has been paid to the problem of changes in water quality in the distribution system. This paper applies a sequential steady‐state approach to modeling water quality in distribution systems and compares the results to field data. The field data showed significant spatial and temporal water quality variation in the distribution system. The sequential steady‐state solutions provided a reasonable representation of changes in water quality with time. A major conclusion of the research is that an understanding of the hydraulic flow patterns and directions that create gradients of concentration is extremely important in interpreting quality modeling results. Field quality data is important in developing, verifying, and understanding predictive models. Such quality data should be at time intervals sufficient to reflect changes in system dynamics.

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References

1.
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., 448–456.
2.
Clark, R. M., and Males, R. M. (1986). “Developing and applying the water supply simulation model.” J. AWWA, 78(8), Aug., 61–65.
3.
Clark, R. M., and Males, R. M. (1985). “Simulating cost and quality in water distribution.” J. Water Res. Plng. and Mgmt., ASCE, 11(4), 454–466.
4.
Males, R. M., et al. (1985), “Algorithm for mixing problems in water systems.” J. Hydr. Engrg., ASCE, 111(2), 206–219.
5.
Metzger, I. (1985). “Water quality modeling of distribution systems.” Computer applications in water resources, ASCE, New York, N.Y., 422–429.
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Wood, D. J., and Raves, A. G. (1981). “Reliability of algorithms for pipe network analysis.” J. Hydr. Div., ASCE, 107(110), 1145–1161.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 114Issue 2March 1988
Pages: 197 - 209

History

Published online: Mar 1, 1988
Published in print: Mar 1988

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Authors

Affiliations

Richard M. Males
Pres., RMM Technical Services, Inc., 3319 Eastside Ave., Cincinnati, OH, 45208
Walter M. Grayman
Walter M. Grayman Consulting Engineer, 730 Avon Fields Lane, Cincinnati, OH 45229
Robert M. Clark, Members, ASCE
Dir., Drinking Water Res. Div., Water Engrg. Res. Lab., 26 W. St. Clair St., Cincinnati, OH 45268

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