Evaluation of the Non-point Source Treatment Facility using the porous lightweight aggregate and the recycled aggregate

다공성 경량골재 및 순환골재를 이용한 비점오염원 저감시설의 처리효율 평가

  • Received : 2009.10.15
  • Accepted : 2009.10.27
  • Published : 2009.12.15

Abstract

This study intends to evaluate the efficiency of non-point source reduction technique by using the porous lightweight and recycled aggregate which microorganism is seeded. In case of infiltration velocity 30~70 mm/hr in high concentration of influent, it is indicated that SS was 40~94%, COD 44~91%, BOD 4~91%, TN 1.2~66%, TP 7~70% of removal efficiency. Removal efficiency is good in infiltration velocity 30 > 50 > 70㎜/hr order. Therefore, the non-point source treatment facility filled with lightweight and recycled aggregate using microbial seeding shows higher removal efficiency than a conventional sand and gravel. We confirm that the function and efficiency are improved significantly and applied to treat non-point sources.

Keywords

References

  1. 김석구(2004), 여재에 따른 노면유출수의 처리특성, 대한상하수도학회 공동춘계학술발표회 논문집, vol 2004, pp. 407-410
  2. 최지용, 신창민(2002), 비점오염원 유출저감을 위한 우수유출수 관리방안, 한국환경정책.평가연구원
  3. 환경부(2008), 비점오염저감시설의 설치 및 관리.운영 매뉴얼
  4. 환경부(2007), 수질오염공정시험법