Bloomquist, D. (2010). Enhancement of FDOT’s SERF Device and Study of Erosion Rates of Rock, Sand, and Clay Mixtures Using FDOT’s RETA and SERF Equipment [Summary] (Report No. BDK75-977-09). Florida. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/39887
Bloomquist, David. Enhancement of FDOT’s SERF Device and Study of Erosion Rates of Rock, Sand, and Clay Mixtures Using FDOT’s RETA and SERF Equipment [Summary]. Report no. BDK75-977-09. Florida. Dept. of Transportation, 2010. https://rosap.ntl.bts.gov/view/dot/39887.
Bloomquist, David Enhancement of FDOT’s SERF Device and Study of Erosion Rates of Rock, Sand, and Clay Mixtures Using FDOT’s RETA and SERF Equipment [Summary]. Florida. Dept. of Transportation, 2010, Report no. BDK75-977-09, ROSA P. https://rosap.ntl.bts.gov/view/dot/39887.
Scour, erosion of the river bottom around a bridge’s foundations, is the primary cause of bridge failure in the U.S. As many as 200,000 bridges are susceptible. Given the scale of the problem and the potential expense of remediating it, it is important to have dependable predictive methods to aid the design and repair processes.
Bloomquist, D. (2010). Enhancement of FDOT’s SERF Device and Study of Erosion Rates of Rock, Sand, and Clay Mixtures Using FDOT’s RETA and SERF Equipment [Summary] (Report No. BDK75-977-09). Florida. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/39887
Bloomquist, David. Enhancement of FDOT’s SERF Device and Study of Erosion Rates of Rock, Sand, and Clay Mixtures Using FDOT’s RETA and SERF Equipment [Summary]. Report no. BDK75-977-09. Florida. Dept. of Transportation, 2010. https://rosap.ntl.bts.gov/view/dot/39887.
Bloomquist, David Enhancement of FDOT’s SERF Device and Study of Erosion Rates of Rock, Sand, and Clay Mixtures Using FDOT’s RETA and SERF Equipment [Summary]. Florida. Dept. of Transportation, 2010, Report no. BDK75-977-09, ROSA P. https://rosap.ntl.bts.gov/view/dot/39887.
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ensure public access to scientific information.
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