Keblin, M. V., Barrett, M. E., Malina Jr., J. F., & Charbeneau, R. J. (1998). The Effectiveness of Permanent Highway Runoff Controls: Sedimentation/Filtration Systems (Report No. Report No. TX-00/2954-1). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/14866
Keblin, Michael V., Michael E. Barrett, Joseph F. Malina Jr., and Randall J. Charbeneau. The Effectiveness of Permanent Highway Runoff Controls: Sedimentation/Filtration Systems. Report no. Report No. TX-00/2954-1. University of Texas at Austin. Center for Transportation Research, 1998. https://rosap.ntl.bts.gov/view/dot/14866.
Keblin, Michael V., et al. The Effectiveness of Permanent Highway Runoff Controls: Sedimentation/Filtration Systems. University of Texas at Austin. Center for Transportation Research, 1998, Report no. Report No. TX-00/2954-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/14866.
Original Report Date: October 1997. This study evaluates the performance of sedimentation/ filtration systems that are the most common control for treating highway runoff in the Edwards Aquifer recharge zone. The study includes: 1) monitoring and evaluating the Seton Pond sedimentation/filtration facility in Austin, Texas, and 2) evaluating the factors that affect sedimentation in a prototype detention basin. Results from the Seton Pond facility show that sedimentation/filtration is an excellent form of treatment for runoff captured in the system; however, the poor hydraulic performance of the sand filter reduces the facility's capture capacity and increases the quantity of untreated runoff that bypasses the system. Results from the prototype experiments show that detention time is more important than outlet design for achieving satisfactory removal of constituents in runoff. Treatment by sedimentation alone is comparable to sedimentation/filtration when adequate and consistent detention times are achieved.
Keblin, M. V., Barrett, M. E., Malina Jr., J. F., & Charbeneau, R. J. (1998). The Effectiveness of Permanent Highway Runoff Controls: Sedimentation/Filtration Systems (Report No. Report No. TX-00/2954-1). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/14866
Keblin, Michael V., Michael E. Barrett, Joseph F. Malina Jr., and Randall J. Charbeneau. The Effectiveness of Permanent Highway Runoff Controls: Sedimentation/Filtration Systems. Report no. Report No. TX-00/2954-1. University of Texas at Austin. Center for Transportation Research, 1998. https://rosap.ntl.bts.gov/view/dot/14866.
Keblin, Michael V., et al. The Effectiveness of Permanent Highway Runoff Controls: Sedimentation/Filtration Systems. University of Texas at Austin. Center for Transportation Research, 1998, Report no. Report No. TX-00/2954-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/14866.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.