Journal of Korean Society on Water Environment (한국물환경학회지)

Korean Society on Water Environment (한국물환경학회)
권호 표지

Characterization of Infiltration Analyses Using Long-Term Monitoring Flow Data

장기 모니터링 자료를 활용한 침입수 산정 방법론별 특성 분석

  • Lee, Jaehyun (Department of Civil and Environmental Engineering, Chungang University) ;
  • Kim, Insop (Environmental Management Corporation) ;
  • Oh, Jeill (Department of Civil and Environmental Engineering, Chungang University) ;
  • Park, Chulhwi (Department of Environmental Engineering, University of Seoul)
  • 이재현 (중앙대학교 건설환경공학과) ;
  • 김인섭 (환경관리공단) ;
  • 오재일 (중앙대학교 건설환경공학과) ;
  • 박철휘 (서울시립대학교 환경공학과)
  • Received : 2009.03.03
  • Accepted : 2009.04.09
  • Published : 2009.05.30
Download PDF
⟨ Previous Next ⟩

Abstract

The analysis of characteristics of water use evaluation and nighttime domestic flow evaluation was performed by using result from flow monitoring and surveying water supply records and nighttime domestic flow for a year. The analysis of correlations showed that, for both sites, the infiltration ratio and wastewater flow have shown a good relationship with high correlation factor and that the calculation of wastewater flow was highly affected by monthly rainfall depth as well as number of rain days. From this result, it was concluded that the measurement of infiltration should be performed when the rainfall does not significantly affect the sewer flow. Also, it is notable that each value of calculated using method for infiltration evaluation are not comparable to each other, but independent methods. In selecting of evaluation method for infiltration, therefore, a great emphasis should be imposed to the character of area and the seasonal factor in order to select optimal one. It is desirable way for evaluating infiltration and reduction ratio using result from an optimal method.

Keywords

Acknowledgement

Supported by : 중앙대학교

References

  1. 국립환경연구원(1998). 하수도 시설개축 및 기능개선 전략연구
  2. 김대근, 공민근(2003). 소 주거지역에서의 생활하수 발생특성에 관한 연구. 상하수도학회지, 17(6), pp. 759-764
  3. 오정미(2003). 하수관거에서 침입수 유입수 및 누수에 관한 연구. 석사학위논문, 수원대학교
  4. 이현동(2001). I/I와 월류수 제어를 위한 하수관거내의 모니터링 시스템 개발. 대한토목학회지, 49(8), pp. 10-19
  5. 일본하수도협회(1994). 하수도시설계획 설계지침 및 해설
  6. 정광옥, 류성필(2004). 제주도 서귀포시지역의 용도지역별 하수발생량 특성에 관한 연구. 한국환경과학회지, 13(3), pp. 251-262 https://doi.org/10.5322/JES.2004.13.3.251
  7. 정호진, 조주연(2002). 성주지역의 합류식 하수관거 침입수/유입수(I/I) 조사 분석. 환경과학논집, 7(1), pp. 243-251
  8. 최계운, 김기형, 이호선(2001). 전자식 유량계를 이용한 하수관거의 유량측정. 한국수자원학회 학술발표회 논문집, 한국수자원학회, pp. 359-364
  9. 환경관리공단(2003). 한강수계 하수･관거 정비공사(제5공구) 실시설계보고서
  10. 환경부(1998). 환경기초시설 투자우선순위 결정 및 종합정비 기본계획 수립연구 보고서
  11. 환경부(2005). 하수도시설기준
  12. 환경부(2007a). 2006 상수도통계(상)
  13. 환경부(2007b). 하수도정비 기본계획 수립지침
  14. 환경부(2008). 국내실정에 맞는 침입수/유입수 산정방법
  15. 황병기(2003). 가평균 처리구역별 하수발생특성 분석. 상하수도학회지, 17(1), pp. 103-112
  16. 황병기, 김경원(2005). 구리시 하수발생특성 분석. 한국물환경학회지, 19(4), pp. 425-434
  17. Benedittis, J. De. and Bertrand-Krajewski, J. L. (2005). Infiltration in sewer system: comparison of measurement methods. Water Science & Technology, 52(3), pp. 219-227
  18. Mercalf, Eddy (2004). Wastewater engineering. 4th ed., McGraw Hill, New York
  19. Swarner, R. and Klusman, S. (1995). I/I reduction in a metropolitan system. Proceedings of 68th Annual Conference & Exposition, WEF, Miami, pp. 51-62
  20. Tchobanoglous, G. (1981). Wastewater engineering-collection and pumping of wastewater. McGraw Hill, New York
  21. Tchobanoglous, G. and Burton, F. L. (1991). Wastewater engineering-treatment, disposal and reuse. McGraw Hill, New York
  22. U.S. EPA (1991). Sewer System Infrastructure analysis and rehabilitation handbook. EPA/625/6-91/030, US Environmental Protection Agency, Washington
  23. U.S. EPA (1990). Rainfall induced infiltration into sewer system. EPA/430/09-90-005, US Environmental Protection Agency, Washington
  24. WEF, ASCE (1992). Design of municipal wastewater treatment plants. 4th ed., WEF Manual of Practice and ASCE Manual and report on engineering practice no. 76, New-York
  25. WEF, ASCE (1994). Exiting sewer evaluation and rehabilitation. 2nd ed., WEF Manual of Practice FD-6 and ASCE Manual and report on engineering practice no. 62, New-York
  26. WPCF (1969). Design and construction of sanitary and storm sewer. MO9, WPCF Manual of Practice No. 9 and Asce Manual on Engineering Practice No. 37, New-York