TECHNICAL PAPERS
Feb 1, 1999

Results of Tracer Tests in Rock-Plant Filters

Publication: Journal of Environmental Engineering
Volume 125, Issue 2

Abstract

Most commonly used design procedures for rock-plant filters assume the hydraulic regime to be plug flow. However, an increasing number of investigators now believe this assumption to be an oversimplification. The purpose of this research was to examine the flow pattern through two sets of filters; one set with an L:W ratio equal to 5:1 and the other with a L:W ratio of 1:5. Tracer tests were used to determine mean detention time and dispersion number (D/ul), a measure of departure from plug flow, for each cell. Results showed that the “long” cells (large L:W ratio) exhibited an intermediate amount of dispersion whereas the wide cells (low L:W ratio) exhibited a large amount of dispersion. The flow in the wide cells appeared substantially two-dimensional in nature. The effects of two-dimensional flow are manifested as dispersion when analyzed using one-dimensional equations. Thus, the value of a dispersion number computed from tracer data assuming one-dimensional flow is dependent, in part, on the L:W ratio of the cell. In this study the wide cells produced higher dispersion numbers than the long cells even when the detention times were approximately equal.

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References

1.
Conley, L. M., Dick, R. I., and Lion, L. W. ( 1991). “An assessment of the root zone method of wastewater treatment.” J. Water Pollution Control Fed., 63(3), 239–247.
2.
Davis, S. N., Campbell, D. J., Bentley, H. W., and Flynn, T. J. ( 1985). Ground water tracers . National Water Well Association, Worthington, Ohio.
3.
Fogler, H. S. ( 1992). Elements of chemical reaction engineering, 2nd Ed., Prentice-Hall, Englewood Cliffs, N.J.
4.
Kadlec, R. H., and Knight, R. L. ( 1996). Treatment wetlands . CRC, Boca Raton, Fla.
5.
Levenspiel, O. ( 1972). Chemical reaction engineering, 2nd Ed., Wiley, New York.
6.
Mathsoft, Inc. ( 1995). Mathcad, users guide . Mathsoft, Inc., Cambridge, Mass.
7.
Mathsoft, Inc. ( 1996). Axum technical graphics and data analysis . Mathsoft, Inc., Cambridge, Mass.
8.
Mathsoft, Inc. ( 1997). Mathcad 7 users guide . Mathsoft, Inc., Cambridge, Mass.
9.
Reed, S. C., and Brown, D. ( 1995). “Subsurface flow wetlands—a performance evaluation.” Water Envir. Res., 67(2), 244–248.
10.
Tchobanoglous, G., and Schroeder, E. D. ( 1985). Water quality . Addison-Wesley, Reading, Mass.
11.
U.S. Environmental Protection Agency (EPA) ( 1988). Design manual, constructed wetlands and aquatic plant systems for municipal wastewater treatment . Office of Research and Development, Center for Environmental Research Information, EPA, Cincinnati, Ohio.
12.
Weber Jr., W. J., and DiGiano, F. A. ( 1996). Process dynamics in environmental systems . Wiley Interscience, New York.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 125Issue 2February 1999
Pages: 117 - 125

History

Received: Feb 3, 1998
Published online: Feb 1, 1999
Published in print: Feb 1999

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Member, ASCE
Res. Assoc., Dept. of Civ. Engrg., Louisiana Tech Univ., Ruston, LA 71272.
Prof., Dept. of Civ. Engrg., Louisiana Tech Univ., Ruston, LA.

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