Journal of Korean Society on Water Environment (한국물환경학회지)

Korean Society on Water Environment (한국물환경학회)
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Predicting Dynamic Behaviors of Highway Runoff using A One-dimensional Kinematic Wave Model

일차원 kinematic wave 모형을 이용한 고속도로 강우 유출수의 동적 거동 예측

  • Kang, Joo-Hyon (Department of Civil and Environmental Engineering, University of California) ;
  • Kim, Lee-Hyung (Department of Civil and Environmental Engineering, Kongju National University)
  • 강주현 ;
  • 김이형 (공주대학교 공과대학 건설환경공학부 방재연구센터)
  • Received : 2006.09.04
  • Accepted : 2006.11.21
  • Published : 2007.01.30
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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

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