Determination of Optimal Time to Replace On-S Water Pipeline by Analyzing Water Main Failures and Economical Efficiency

수도사고 분석 및 경제성 평가를 통한 상수관로 최적 교체시기 결정

  • 김종신 (한국수자원공사 K-water연구원) ;
  • 정관수 (충남대학교 토목공학과) ;
  • 배철호 (한국수자원공사 K-water연구원) ;
  • 이두진 (한국수자원공사 K-water연구원)
  • Received : 2009.01.13
  • Accepted : 2009.04.10
  • Published : 2009.06.15

Abstract

In this study, applied to the industrial water service, it is verified feasibility of break-even analysis method which has not been introduced in Korea. The On-san water pipeline of 7.1km among the Ul-san industrial water service is selected and the optimal replacement time calculated by break-even analysis method is year 2033 to 2044 which will be 53 to 67 years since the pipes were buried. If indirect cost such as the value of lost water and traffic disruption, service interruption, etc. is calculated as 30 and 100% of the direct cost, the financially optimum replacement time is advanced 3 to 9 years. These ways present rational criteria to establish long-term plan for budget and to execute the limited budget efficiently.

Keywords

References

  1. 배철호(2007) 상수도 금속관의 파손위험성 평가에 의한 잔존 수명 예측모델 개발, 박사학위논문 숭실대학교
  2. 이현동, 정원식, 안윤주 (2002), '국내 중소도시 상수도관의 파손특성 및 영향인자 분석에 관한 연구', 대한상하수도학회지, 16권 4호, pp. 383-388
  3. 한국수자원공사(1995), 노후관 개량을 위한 의사결정시스템 개발
  4. 한국수자원공사(2004), 울산공업용수도 정밀안전진단 보고서
  5. 한국수자원공사(2006), 생애주기비용(LCC)을 고려한 수도시설물 재료 및 공법선정 방안 연구
  6. 한국수자원공사(2008), 설계적산지침
  7. 환경부(2002), 노후수도관 평가 및 관리 매뉴얼
  8. 환경부(2007), 2006 상수도 통계(수정본)
  9. Andreou S.A., Marks D.H. and Clark R.M., (1987), A New Methodology for Modelling Break Failure Patterns in Deteriorating Water Distribution Systems, Advances in Water Resources. 10, pp.11-20 https://doi.org/10.1016/0309-1708(87)90003-0
  10. Deb A.K., Hasit Y.T., Schoser H.M., Loganathan G.V., Khambhammettu P(2002a), Decision Support System for Distribution System Piping Renewal, AWWARF
  11. Deb A.K., Grablutz F.M., Hasit Y.T., Snyder J.K., Loganathan G.V.(2002b), Prioritizing Water Main Replacement and Rehabilitation, AWWARF
  12. Goulter I.C., and Kazemi A. (1988). 'Analysis of Water Distribution Pipe Failure Types in Winnipeg', Canada. Jour. Transportation Engineering. 15, pp. 91-97 https://doi.org/10.1061/(ASCE)0733-947X(1989)115:2(95)
  13. Loganathan G.V., Park S., and Sherali H.D.(2002). Threshold Break Rate for Pipeline Replacement in Water Distribution System, Journal of Water Resources Planning and Management/ July/August https://doi.org/10.1061/(ASCE)0733-9496(2002)128:4(271)
  14. Peter D. Rogers and Neil S. Grigg (2006), Failure assessment model to prioritize pipe replacement in water utility asset management, ASCE, Water Distribution Systems Analysis Symposium
  15. Mavin K.(1996). Predicting the Failure Performance of Individual Water Mains, Research Report No.114. Urban Water Research Association of Australia