Optimal Location of Best Management Practices for Storm Water Runoff Reduction

우수유출저감 시설의 최적위치 결정

  • Jang, Su Hyung (Research Center for Disaster Prevention Science and Technology, Korea University) ;
  • Lee, Jiho (Department of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Yoo, Chulsang (Department of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Han, Suhee (Department of Environmental System Engineering, Pukyong National University) ;
  • Kim, Sangdan (Department of Environmental System Engineering, Pukyong National University)
  • 장수형 (고려대학교 방재과학기술연구센터) ;
  • 이지호 (고려대학교 건축.사회환경공학과) ;
  • 유철상 (고려대학교 건축.사회환경공학과) ;
  • 한수희 (부경대학교 환경시스템공학부) ;
  • 김상단 (부경대학교 환경시스템공학부)
  • Received : 2008.02.04
  • Accepted : 2008.02.25
  • Published : 2008.03.30

Abstract

A distributed hydrologic model of an urban drainage area on Bugok drainage area in Oncheon stream was developed and combined with a optimization method to determine the optimal location and number of best management practices (BMPs) for storm water runoff reduction. This model is based on the SCS-CN method and integrated with a distributed hydrologic network model of the drainage area using system of 4,211 hydrologic response units (HRUs). Optimal location is found by locating HRU combination that leads to a maximum reduction in peak flow at the drainage outlet in this model. The results of this study indicate the optimal locations and numbers of BMPs, however, for more exact application of this model, project cost and SCS-CN reduction rate of structural facilities such infiltration trench and pervious pavement will have to be considered.

Keywords

Acknowledgement

Supported by : 소방방재청

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