Sheet Flow Resistance of Asphaltic Pavementsby Joseph R. Reed, Pennsylvania State Univ, University Park, United States,
John C. Warner, Pennsylvania State Univ, University Park, United States,
Richard S. Huebner, Pennsylvania State Univ, University Park, United States,
Abstract: A statistical study has been conducted by the authors using 400 points of experimental data taken in the 1970's at Texas A&M for sheet flow runoff during artificial rainfall on four asphalt pavement surfaces with different mean texture depths (MTD). The purpose was to define Manning's n as the resistance variable for dense graded asphaltic concrete. The resulting regression equation of the 400 data points was algebraically merged with the kinematic wave equation in order to define Manning's n. Subsequent analysis of the merger resulted in an inverse relationship between Manning's n and the Reynold's number (Rc) to an exponent less than 1. Also, a statistical study confirmed that the datum for flow of these thin films was one MTD below the tops of the roughness asperities.
Subject Headings: Asphalt pavements | Sheet flow | Flow resistance | Sheets | Kinematic waves | Load and resistance factor design | Pavement surface roughness | Wave equations | Regression analysis | Overland flow | Surface waves | North America | Texas | United States
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