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Predicting Dynamic Behaviors of Highway Runoff using A One-dimensional Kinematic Wave Model  

Kang, Joo-Hyon (Department of Civil and Environmental Engineering, University of California)
Kim, Lee-Hyung (Department of Civil and Environmental Engineering, Kongju National University)
Publication Information
Journal of Korean Society on Water Environment / v.23, no.1, 2007 , pp. 38-45 More about this Journal
Abstract
A one-dimensional kinematic wave model was used to calculate temporal and spatial changes of the highway runoff. Infiltration into pavement was considered using Darcy's law, as a function of flow depth and pavement hydraulic conductivity ($K_p$). The model equation was calculated using the method of characteristics (MOC), which provided stable solutions for the model equation. 22 storm events monitored in a highway runoff monitoring site in west Los Angeles in the U.S. were used for the model calculation and evaluation. Using three different values of $K_p$ ($5{\times}10^{-6}$, $10^{-5}$, and $2{\times}10^{-5}cm/sec$), total runoff volume and peak flow rate were calculated and then compared with the measured data for each storm event. According to the calculation results, $10^{-5}cm/sec$ was considered a site representative value of $K_p$. The study suggested a one-dimensional method to predict hydrodynamic behavior of highway runoff, which is required for the water quality prediction.
Keywords
Highway runoff; Kinematic wave equation; Method of characteristics;
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Times Cited By KSCI : 1  (Citation Analysis)
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