DOI QR코드

DOI QR Code

Life cycle determination of water distribution system using life cycle energy analysis

생애주기 에너지 분석을 이용한 상수관망의 생애주기 결정

  • Lee, Seung-Yub (Research Center for Disaster Prevention Science and Technology, Korea University) ;
  • Yoo, Do-Guen (Research Center for Disaster Prevention Science and Technology, Korea University) ;
  • Kim, Joong-Hoon (School of Civil. Environmental & Architecture Engineering, College of Engineering, Korea University)
  • 이승엽 (고려대학교 방재과학기술연구소) ;
  • 유도근 (고려대학교 방재과학기술연구소) ;
  • 김중훈 (고려대학교 건축사회환경공학부)
  • Received : 2014.10.01
  • Accepted : 2015.02.12
  • Published : 2015.02.15

Abstract

When designing Water Distribution System (WDS), determination of life cycle for WDS needs to be preceded. And designer should conduct comprehensive design including maintenance and management strategies based on the determined life cycle. However, there are only a few studies carried out until now, and criteria to determine life cycle of WDS are insufficient. Therefore, methodology to determine life cycle of WDS is introduced in this study by using Life Cycle Energy Analysis (LCEA). LCEA adapts energy as an environmental impact criterion and calculates all required energy through the whole life cycle. The model is build up based on the LCEA methodology and model itself can simulate the aging and breakage of pipes through the target life cycle. In addition the hydraulic analysis program EPANET2.0 is linked to developed model to analyze hydraulic factors. Developed model is applied to two WDSs which are A WDS and B WDS. Model runs for 1yr to maximum 100yr target life cycle for both WDSs to check the energy tendency as well as to determine optimal life cycle. Results show that 40yr and 54yr as optimal life cycle for each WDS, and tendency shows the effective energy is keep changing according to the target life cycle. Introduced methodology is expected to use as an alternative option for determining life cycle of WDS.

Keywords

References

  1. Baek, C. W. (2002) Development of Optimal Decision-Making System for Rehabilitation of Water Distribution Systems Using ReHS, Master's Thesis, Korea University
  2. Beak, C. W., Kim, S. W., Kim, E. S., Kim, J. H., Park, M. J. (2006) Development of Optimal Decision-Making System for Rehabilitation of Water Distribution Systems Divided by small Division, Magazine of Korea Water Resources Association, 39(7), June, pp.545-552 https://doi.org/10.3741/JKWRA.2006.39.6.545
  3. Colombo, A. F., and Karney, B. W. (2002) Energy and costs of leaky pipes: Toward comprehensive picture., J. Water Resour. Plan. Manage., 128(7), pp. 441-450 https://doi.org/10.1061/(ASCE)0733-9496(2002)128:6(441)
  4. Filion, Y. R., MacLean, H. L., and Karney, B. W. (2004) Life-Cycle Energy Analysis of a Water Distribution System, Journal of Infrastructure systems, 10(4), pp.120-130 https://doi.org/10.1061/(ASCE)1076-0342(2004)10:3(119)
  5. Kim, H. J. (1994) A study on the optimal decision-making model for rehabilitation of water distribution systems, Master's Thesis, Korea University
  6. Kim, J. H., Geem, Z. W., Lee, H. D., Kim, S. H. (1996) Development of Rehabilitation and Management Techniques, Magazine of Korea Water Resources Association, 29(4), June, pp.197-205
  7. Kleiner, Y., Adams, B. J., and Rogers, J. S. (1998) Long-term planning methodology for water distribution system rehabilitation., Water Resour. Res., 34(9), pp.2039-2051 https://doi.org/10.1029/98WR00377
  8. Kleiner, Y., and Rajani, B. (1999) Using limited data to assess future needs., J. Am. Water Works Assoc., 91(8), pp. 47-61
  9. Korea Institute of Construction Technology (2001) Research for Rehabilitation Methods Characteristic and Usage of Water Distribution System Pipe
  10. Lee, H. D. (2007). Renovation technologies in maintenance of water distribution systems, Journal of Korean society of environmental engineers, 29(13), pp. 1297-1309
  11. Lee, S. Y. (2014) Research on Life Cycle Energy Analysis of Water distribution System, Master's Thesis, Korea University
  12. Lundie, Sven, Gregory M. Peters, and Paul C. Beavis. (2004) Life cycle assessment for sustainable metropolitan water systems planning., Environmental Science & Technology, 38(14), pp. 3465-3473 https://doi.org/10.1021/es034206m
  13. Male, J. W., Walski, T. M., Slutsky, A. H. (1990) Analyzing Water Main Replacement Policies, Journal of Water Resources Planning and Management, 116(4), May/June, pp. 362-374 https://doi.org/10.1061/(ASCE)0733-9496(1990)116:3(362)
  14. Mononobe(物部長穗) (1960) 水理学, 岩波書店刊, pp. 155-158
  15. Park, S.W., Jun, H. D., Kim, J. W. (2007) Modeling of Rate-of-Occurrence-of-Failure According to the Failure Data Type of Water Distribution cast Iron Pipes and Estimation of Optimal Replacement Time Using the Modified Time Scale, Magazine of Korea Water Resources Association, 40(2), January, pp. 39-50 https://doi.org/10.3741/JKWRA.2007.40.1.039
  16. Shamir, U., and Howard, C. D. D. (1979) An analytic approach to scheduling pipe replacement., J. Am. Water Works Assoc., 71(6) pp. 248-258
  17. Sharp, W. W., and Walski, T.M. (1988) Predicting internal roughness in water mains., J. Am. Water Works Assoc., 80(12) pp. 34-40
  18. Stokes, J. and Horvath, A. (2006). Life cycle energy assessment of alternative water supply systems. The international journal of life cycle assessment, 11(6), 335-343. https://doi.org/10.1065/lca2005.06.214
  19. Walski, T.M., and Pelliccia, A.(1982) Economic analysis of water main breaks., J. Am. Water Works Assoc., 74(4), pp. 140-147

Cited by

  1. Life Cycle Energy Analysis of Pipe Rehabilitation and Replacement Strategies in Water Pipeline Systems vol.15, pp.6, 2015, https://doi.org/10.9798/KOSHAM.2015.15.6.301