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Hydraulic Performance Curves for Highway Culverts
Authors:Randall J Charbeneau  Andrew D Henderson  Lee C Sherman
Affiliation:1Professor of Civil Engineering, Center for Research in Water Resources, The Univ. of Texas, Austin, TX 78712.
2Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109.
3Staff Engineer, CDM, 5400 Glenwood Ave., Ste. 300, Raleigh, NC 27612.
Abstract:This paper presents a versatile two-parameter model describing the hydraulic performance of highway culverts operating under inlet control for both unsubmerged and submerged conditions. Applications show that the model can accurately represent the Federal Highway Administration (FHwA) performance curves (which use four parameters) for a range of culvert types and materials. Laboratory data from an investigation of the hydraulic performance of single- and multiple-barrel low-headwater box culverts are also used, and the resulting model predicts a smaller culvert size as compared with the FHwA equations for a given design discharge. Design recommendations are presented for low-headwater box culverts.
Keywords:Culverts  Performance characteristics  Coefficients  Critical flow  Highways  
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