Estimation of background minimum night flows by metering water use in water distribution areas

야간사용량 측정을 통한 배급수구역 배경야간최소유량 산정

  • 이두진 (한국수자원공사 K-water 연구원) ;
  • 김주환 (한국수자원공사 K-water 연구원) ;
  • 김도환 (한국수자원공사 K-water 연구원) ;
  • 김경필 (한국수자원공사 K-water 연구원)
  • Received : 2010.07.01
  • Accepted : 2010.09.27
  • Published : 2010.10.15

Abstract

The aim of this study is to develop a quantified water loss Index to evaluate and manage leakage scientifically for the reduction of non-revenue water in water distribution systems. For the purpose, unavoidable background leakage suggested from UK water industry and IWA, and allowable water leakage in accord with the concept of allowable water loss are proposed by analyzing the inflow into two study water districts and the short-term water use of each customer in the districts. The study distribution areas are selected among the metered districts with good maintenance of leakage after improvement activities in Nonsan, medium sized city in Korea. Estimation models of allowable leakage are developed by metering and analyzing the minimum night flow at residential and commercial areas in the city. In the results of the investigation, it is estimated that background night flow in residential area was larger than that of commercial area where the types of business shows small water use characteristics. Meanwhile, night flow and background water loss on internal plumbing systems show great differences for each district which is influenced much by the water use characteristics and facilities scale. Based on metering water use data in various districts, leakage management criteria can be established under the consideration of domestic conditions in Korea by analyzing separated real water use and background leakage and it is possible to apply into presentation of optimal leakage level and reasonable time for working activities for leakage reduction.

Keywords

References

  1. Farely, M. and Trow. S. (2003) Losses in water distribution Networks: A practitioners guide to assessment, monitoring and control. IWA publishing, ISBN: 1900222116.
  2. IWA WLTF (2007) DMA guidance note. IWA Water Loss Task Force, Appendix A.
  3. Lambert A.O, Brown TG, Takizawa M. Weimer D (1999) A review of performance indicators for real losses from water supply systems. J Water SRT-Aqua Vol.48, No.6, pp.227-237, 1999.
  4. Lambert. A.O. and McKenzie. R.S. (2002) Practical experience in using the infrastructure leakage index, IWA Conference Leakage management: A practical approach. Cyprus.
  5. Lambert A.O. Lambert (2009) Ten Years Experiences in using the UARL Formula to Calculate Infrastructure Leakage Index. Water Loss 2009. pp.189-196.
  6. UK Water Industry (1994) Leakage Managing Report E: Interpreting measured night flows. UK Water Industry Engineering and Operations Committee. ISBN: 1 898920 11 7.
  7. 구자용 등. (2009) 배수구역별 누수관리를 위한 야간유량성분 특성연구, 대한상하수도학회지 23권 6호, pp. 871-879.
  8. 정신호 (2005) 배.급수시스템 물손실관리 수행능의 전략적 평가방법 개발, 서울시립대학교 박사학위 논문.