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Analysis of Rainfall Runoff Delay Effect of Vegetation Unit-type LID System through Rainfall Simulator-based Probable Rainfall Recreation

인공강우기 기반 확률강우재현을 통한 식생유니트형 LID시스템의 우수유출지연 효과분석

  • Kim, Tae-Han (Dept. of Environmental Landscape Architecture, Sang Myung University) ;
  • Park, Jeong-Hyun (Dept. of Environmental Resources, Graduate School, Sang Myung University) ;
  • Choi, Boo-Hun (Dept. of Environmental Resources, Graduate School, Sang Myung University)
  • 김태한 (상명대학교 환경조경학과) ;
  • 박정현 (상명대학교 일반대학원 환경조경학과) ;
  • 최부헌 (상명대학교 일반대학원 환경조경학과)
  • Received : 2019.11.20
  • Accepted : 2019.12.06
  • Published : 2019.12.31

Abstract

In a climate change environment where heat damage and drought occur during a rainy season such as in 2018, a vegetation-based LID system that enables disaster prevention as well as environment improvement is suggested in lieu of an installation-type LID system that is limited to the prevention of floods. However, the quantification of its performance as against construction cost is limited. This study aims to present an experiment environment and evaluation method on quantitative performance, which is required in order to disseminate the vegetation-based LID system. To this end, a 3rd quartile huff time distribution mass curve was generated for 20-year frequency, 60-minute probable rainfall of 68mm/hr in Cheonan, and effluent was analyzed by recreating artificial rainfall. In order to assess the reliability of the rainfall event simulator, 10 repeat tests were conducted at one-minute intervals for 20 minutes with minimum rainfall intensity of 22.29mm/hr and the maximum rainfall intensity of 140.69mm/hr from the calculated probable rainfall. Effective rainfall as against influent flow was 21.83mm/hr (sd=0.17~1.36, n=20) on average at the minimum rainfall intensity and 142.27mm/hr (sd=1.02~3.25, n=20) on average at the maximum rainfall intensity. In artificial rainfall recreation experiments repeated for three times, the most frequent quartile was found to be the third quartile, which is around 40 minutes after beginning the experiment. The peak flow was observed 70 minutes after beginning the experiment in the experiment zone and after 50 minutes in the control zone. While the control zone recorded the maximum runoff intensity of 2.26mm/min(sd=0.25) 50 minutes after beginning the experiment, the experiment zone recorded the maximum runoff intensity of 0.77mm/min (sd=0.15) 70 minutes after beginning the experiment, which is 20 minutes later than the control zone. Also, the maximum runoff intensity of the experiment zone was 79.6% lower than that of the control zone, which confirmed that vegetation unit-type LID system had rainfall runoff reduction and delay effects. Based on the above findings, the reliability of a lab-level rainfall simulator for monitoring the vegetation-based LID system was reviewed, and maximum runoff intensity reduction and runoff time delay were confirmed. As a result, the study presented a performance evaluation method that can be applied to the pre-design of the vegetation-based LID system for rainfall events on a location before construction.

Keywords

References

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