Abstract

Soil infiltration is a critical component of most urban runoff models. However, it has been well documented that, during urbanization, soils are greatly modified, especially in relation to soil density. Increased soil compaction results in soils that do not behave in a manner predicted by traditional infiltration models. Laboratory and field tests were conducted to investigate detailed infiltration behavior of disturbed urban soils for a variety of soil textures and levels of compaction. The results from traditional permeability tests on several soil groups showed that, as expected, the degree of compaction greatly affected the steady-state infiltration rate. The field tests highlighted the importance of compaction on the infiltration rate of sandy soils, with minimal effect seen from antecedent moisture conditions. For the clayey soils, however, both the compaction level and antecedent moisture conditions were important in determining the steady-state infiltration rate.

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Acknowledgments

Much of the infiltration measurements were carried out as class projects at the University of Alabama at Birmingham, including hydrology, experimental design, and soil mechanics classes. Specific thanks are given to the following students who especially assisted the project: Rebecca Martin, Stacey Sprayberry, Muhammad Salman, Wade Burcham, Brian Adkins, Sarah Braswell, Scott Lee, and Jennifer Harper. Partial support was provided by the Urban Watershed Management Branch, U.S. Environmental Protection Agency, Edison, N.J., for portions of the field measurements, including the amended soil tests. Thomas O’Connor was the EPA project officer and provided valuable project guidance.

References

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 134Issue 5October 2008
Pages: 652 - 658

History

Received: Jun 30, 2007
Accepted: Jan 28, 2008
Published online: Oct 1, 2008
Published in print: Oct 2008

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Authors

Affiliations

Robert Pitt, M.ASCE [email protected]
P.E.
Cudworth Professor of Urban Water Systems, Dept. of Civil, Construction and Environmental Engineering, Univ. of Alabama, Tuscaloosa, AL 35487-0205 (corresponding author). E-mail: [email protected]
Shen-En Chen, A.M.ASCE [email protected]
Assistant Professor, Dept. Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, Charlotte, NC 28269. E-mail: [email protected]
Shirley E. Clark, M.ASCE [email protected]
P.E.
Assistant Professor of Environmental Engineering, School of Science, Engineering and Technology, Penn State, Harrisburg, 777 W. Harrisburg Pike TL-105, Middletown, PA 17057. E-mail: [email protected]
Janice Swenson, A.M.ASCE [email protected]
P.E.
Water Resources Engineer, Tampa Bay Water, 2575 Enterprise Rd., Clearwater, FL 33763. E-mail: [email protected]
Choo Keong Ong, A.M.ASCE [email protected]
Project Geotechnical Engineer/Engineering Dept. Manager, QORE, Inc., 3608 7th Court South, Birmingham AL 35222. E-mail: [email protected]

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