Numerical Simulations of Efficiency of Curb-Opening Inlets |
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Authors: | Xing Fang Shoudong Jiang Shoeb R Alam |
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Affiliation: | 1Associate Professor, Dept. of Civil Engineering, Auburn Univ., Auburn, AL 36849-5337; and Adjunct Professor, Lamar Univ., Beaumont, TX 77710 (corresponding author). E-mail: xing.fang@auburn.edu 2Project Engineer, RJR Engineering, Ltd., L. L. P., 12651 Briar Forest Dr., Suite 205, Houston, TX 77077. E-mail: shoudongj@yahoo.com 3Research Assistant, Dept. of Civil Engineering, Lamar Univ., Beaumont, TX 77710. E-mail: shoeb1969@yahoo.com
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Abstract: | The geometry of highway pavement and drainage inlets, especially cross slope, longitudinal slope, and local depression and transition length, usually determine the highway surface drainage capacity. In this study, a three-dimensional computational fluid dynamics (CFD) software, FLOW-3D, is used to develop models simulating unsteady, free-surface, shallow flow through curb-opening inlets, thereby demonstrating that an advanced CFD model can be used as a virtual laboratory to evaluate performance (i.e., inlet efficiency) of curb-opening inlets with different geometry conditions. Predicted intercepted flow and inlet efficiency agree well with laboratory measurements. Flow simulations were extended to smaller cross slopes for which laboratory tests were not conducted but which can occur in a highway transition. |
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Keywords: | Computational fluid dynamics technique Drainage Hydraulic structures Inlets Waterways Shallow water Simulation Computer software |
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