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Analysis of Characteristics and Removal Efficiency of Road-deposited Sediment on Highway by Road Sweeping According to Particle Size Distribution

고속도로 노면퇴적물의 특성 및 도로청소에 의한 입도별 제거효율 분석

  • 강희만 (한국도로공사 도로교통연구원 환경연구실) ;
  • 김황희 ((주)콘텍이엔지) ;
  • 전지홍 (국립안동대학교 환경공학과)
  • Received : 2021.07.06
  • Accepted : 2021.07.22
  • Published : 2021.07.30

Abstract

The removal efficiency of road-deposited sediment (SDR) by road sweeping was analyzed by performing particle size analysis before and after road sweeping at four highways during May to December 2019. The SDR accounted for the largest proportion in the range of 250 to 850 ㎛ and the degree of its proportion had an effect on the particle size distribution curve. The particle size distribution of the collected sediments showed a similar distribution at all sites. Below 75 ㎛, the removal efficiency of SDR showed a constant value around 40%, but above 75 ㎛, it increased as the particle size increased. The removal efficiency was 82-90% (average 86%) for gravel, 66-93% (average 79%) for coarse sand, 35-92% (average 64%) for fine sand, 29-69% (average 44%) for very fine sand, 19-58% (average 40%) for silt loading, 10-59% (average 40%) for TSP, 13-57% (average 40%) for PM10, and 15-61% (average 38%) for PM2.5. SDR removal efficiency showed an average of 69% for the four highways. It was found that if the amount of SDR was less than 100 g/m2, it was affected by the road surface condition and had a large regional deviation. As such, the amount of SDR and the removal efficiency increased. The fine particles, which have relatively low removal efficiency, contained a large amount of pollutants, which is an important factor in water and air pollution. Therefore, various measures to improve the removal efficiency of fine particles in SDR by road sweeping are needed.

Keywords

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