Journal of the Korean Geotechnical Society (한국지반공학회논문집)

Korean Geotechnical Society (한국지반공학회)
권호 표지
DOI QR코드

DOI QR Code

Effects of Media Breakage on Infiltration Characteristics in Stormwater Management System

강우유출수 처리시설 침투특성에 대한 필터여재 파쇄의 영향

  • Segismundo, Ezequiel Q. (Dept. of Civil & Env. Engrg, Kongju National Univ.) ;
  • Koo, Bon-Hong (Dept. of Civil & Env. Engrg, Kongju National Univ.) ;
  • Kim, Lee-Hyung (Dept. of Civil & Env. Engrg, Kongju National Univ.) ;
  • Lee, Byung-Sik (Dept. of Civil & Env. Engrg, Kongju National Univ.)
  • ;
  • 구본홍 (공주대학교 건설환경공학부) ;
  • 김이형 (공주대학교 건설환경공학부) ;
  • 이병식 (공주대학교 건설환경공학부)
  • Received : 2015.12.17
  • Accepted : 2016.02.03
  • Published : 2016.02.29
Download PDF
⟨ Previous Next ⟩

Abstract

For sand and zeolite filter media in stormwater BMPs, media breakage effects on infiltration were investigated. Compaction effort and infiltration force were mainly examined for breakage sources. The 1-D column infiltration tests for un-compacted and compacted media filters were conducted to investigate the breakage effect on infiltration. As a result, the following findings were deduced: 1) particle breakage due to filtration forces was found to be relatively minimal; 2) un-compacted media had lesser amount of crushed particles and permeability fluctuations compared to compacted media; 3) even without the presence of suspended solids in the influent, reduction in permeability was found, which resulted from rearrangement and re-entrainment of media particle itself; 4) only media particle breakage resistance is considered, sand was revealed to have better performance compared to zeolite media.

강우유출수 비점오염 침투처리시설에 사용되는 모래와 제올라이트 필터에서 여재 파쇄가 침투에 미치는 영향을 분석하였다. 여재 파쇄의 원인으로 다짐에너지와 침투력의 영향을 검토하였다. 여재 파쇄가 침투에 미치는 영향을 조사하기 위해 비다짐 및 다짐 침투층에 대한 일차원 컬럼 침투시험을 수행하였다. 시험결과로부터 다음 결론을 얻었다. 1) 침투력에 의한 여재 파쇄량은 상대적으로 적은 것으로 분석되었다. 2) 다짐여재와 비교하여 비다짐여재는 파쇄량이 적고 침투에 따른 투수성 변화도 작다. 3) 부유오염물을 함유하지 않는 침투수가 침투하는 경우에도 파쇄된 여재의 재배열, 재이동이 원인으로 추정되는 투수성 감소가 발생하였다. 4) 여재 파쇄의 영향만을 고려한다면 필터 재료로서 모래의 적용성이 제올라이트 보다 양호함을 확인했다.

Keywords

References

  1. Du, X., Wang, Z., and Ye, X. (2013), "Potential Clogging and Dissolution Effects During Artificial Recharge of Groundwater Using Potable Water", Water Resources Management, Vol.27, No.10, pp. 3573-3583. https://doi.org/10.1007/s11269-013-0365-5
  2. Du, X., Fang, Y., Wang, Z., Hou, J., and Ye, X. (2014), "The Prediction Methods for Potential Suspended Solids Clogging Types during Managed Aquifer Recharge", Water, Vol.6, No.4, pp.961-975. https://doi.org/10.3390/w6040961
  3. Hua, G. F., Li, L., Zhao, Y. Q., Zhu, W., and Shen (2013), "An Integrated Model of Substrate Clogging in Vertical Flow Constructed Wetlands", Journal of Environmental Management, Vol.119, pp.67-75. https://doi.org/10.1016/j.jenvman.2013.01.023
  4. Kadlec, R.H. and Wallace, S. (2008), Treatment Wetlands, CRC press.
  5. Kandra, H. S., Deletic, A., and Mccarthy, D. (2014), "Assessment of Impact of Filter Design Variables on Clogging in 6. Stormwater Filters", Water Resources Management, Vol.28, No.7, pp.1873-1885. https://doi.org/10.1007/s11269-014-0573-7
  6. Kandra, H. S., Mccarthy, D., Fletcher, T. D., and Deletic, A. (2014), "Assessment of Clogging Phenomena in Granular Filter Media Used for Stormwater Treatment", Journal of Hydrology, Vol.512, pp.518-527. https://doi.org/10.1016/j.jhydrol.2014.03.009
  7. Le Coustumer, S., Fletcher, T. D., Deletic, A., Barraud, S., and Poelsma, P. (2012), "The Influence of Design Parameters on Clogging of Stormwater Biofilters: A Large-Scale Column Study", Water Research, Vol.46, No.20, pp.6743-6752. https://doi.org/10.1016/j.watres.2012.01.026
  8. Lee, B., Kim, L-H, Lee, K-H, Jeon, P-G, and Segismundo, E. (2014), "Modeling of Suspended Solid Clogging of Porous Media in Urban Stormwater Infiltration Facility", J. Korean Soc. Hazard Mitig., Vol.14, No.6, pp.427-437. https://doi.org/10.9798/KOSHAM.2014.14.6.427
  9. Mercado, J.M.R., Maniquiz-Redillas, M.C., and Kim, L-H (2014), "Laboratory Study on the Clogging Potential of a Hybrid Best Management Practice", Desalination and Water Treatment, Vol.53, No.11, pp.3126-3133. https://doi.org/10.1080/19443994.2014.922287
  10. Ministry of Land, Infrastructure and Transport (2014), Environmentally Low Impact Construction Techniques to Develop Waterfront and Coastal Area, Research Report, Infrastructure and transportation R&D project, KAIA (09 Regional Technology Renovation B-01), Kongju National University.
  11. Segismundo, E. (2016), Experimental Analysis of Particle Breakage and Clogging Potential for Granular Filter Media Used in Stormwater Management Systems, M.S. Thesis, Dept. of Civil & Env. Engrg, Kongju National University .
  12. Segismundo, E., Lee, B., Kim, L-H, and Koo, B-H (2015), "Evaluation of the Impact of Filter Media Depth in Filtration Performance and Clogging Formation of a Stormwater Sand Filter", Journal of Korean Society on Water Environment, Vol.32, No.1, pp.36-45. https://doi.org/10.15681/KSWE.2016.32.1.36
  13. Siriwardene, N. R., Deletic, A., and Fletcher, T. D. (2007), "Clogging of Stormwater Gravel Infiltration Systems and Filters: Insights from a Laboratory Study", Water Research, Vol.41, No.7, pp.1433-1440. https://doi.org/10.1016/j.watres.2006.12.040
  14. Wang, Z., Du, X., Yang, Y., and Ye, X. (2012), "Surface Clogging Process Modeling of Suspended Solids during Urban Stormwater Aquifer Recharge", Journal of Environmental Sciences, Vol.24, No.8, pp.1418-1424. https://doi.org/10.1016/S1001-0742(11)60961-3

Cited by

  1. Clogging Characteristics of Stormwater Infiltration System According to Filter Media Conditions vol.18, pp.3, 2018, https://doi.org/10.9798/KOSHAM.2018.18.3.391