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퍼지기법을 이용한 상수관로의 노후도예측 모델 연구

Deterioration Prediction Model of Water Pipes Using Fuzzy Techniques

  • Choi, Taeho (K-water Research Institute, Korea Water Resources Corporation) ;
  • Choi, Min-ah (K-water Research Institute, Korea Water Resources Corporation) ;
  • Lee, Hyundong (Environmental Engineering Research Division, Korea Institute of Construction Technology(KICT) and Department of Construction and Environment Engineering, University of Science and Technology(UST)) ;
  • Koo, Jayong (Department of Environmental Engineering, University of Seoul)
  • 투고 : 2015.11.24
  • 심사 : 2016.03.11
  • 발행 : 2016.04.15

초록

Pipe Deterioration Prediction (PDP) and Pipe Failure Risk Prediction (PFRP) models were developed in an attempt to predict the deterioration and failure risk in water mains using fuzzy technique and the markov process. These two models were used to determine the priority in repair and replacement, by predicting the deterioration degree, deterioration rate, failure possibility and remaining life in a study sample comprising 32 water mains. From an analysis approach based on conservative risk with a medium policy risk, the remaining life for 30 of the 32 water mains was less than 5 years for 2 mains (7%), 5-10 years for 8 (27%), 10-15 years for 7 (23%), 15-20 years for 5 (17%), 20-25 years for 5 (17%), and 25 years or more for 2 (7%).

키워드

참고문헌

  1. Al Barqawi, H. and Zayed, T., 2006, Condition rating model for underground infrastructure sustainable water mains, J. Perform. Constr. Facil, 20(2), pp.126-135 https://doi.org/10.1061/(ASCE)0887-3828(2006)20:2(126)
  2. Kleiner, Y. and Rajani, B., 2001a. Comprehensive review of structural deterioration of water mains: Physically based models, Urban Water, 3(3), pp.151-164 https://doi.org/10.1016/S1462-0758(01)00032-2
  3. Kleiner, Y. and Rajani, B., 2001b. Comprehensive review of structural deterioration of water mains: Statistical models, Urban Water, 3(3), pp.131-150 https://doi.org/10.1016/S1462-0758(01)00033-4
  4. Pandey, M.D., 1998. Probabilistic models for condition assessment of oil and gas pipelines, NDT & E International, 31(5), pp.349-358 https://doi.org/10.1016/S0963-8695(98)00003-6
  5. Davis, P., Burn, S., Moglia, M. and Gould, S., 2007. A physical probabilistic model to predict failure rates in buried PVC pipelines, Reliability Engineering & System Safety, 92(9), pp.1258-1266 https://doi.org/10.1016/j.ress.2006.08.001
  6. Moglia, M., Davis, P. and Burn, S., 2008. Strong exploration of a cast iron pipe failure model, Reliability Engineering & System Safety, 93(6), pp.885-896 https://doi.org/10.1016/j.ress.2007.03.033
  7. Walski, T. M., 1987. Replacement rules for water mains, Journal of the American Water Works Association, 79(11), pp.33-37
  8. Jacobs, P. and Karney, B., 1994. GIS development with application to cast iron main breakage rate, Proc., 2nd Int. Conf. on Water Pipeline Systems, BHR Group Ltd., Edinburgh, Scotland.
  9. Kleiner, Y., 2001. Scheduling inspection and renewal of large infrastructure assets, Journal of infrastructure Systems, 7(4), pp.136-14 https://doi.org/10.1061/(ASCE)1076-0342(2001)7:4(136)
  10. Kropp, I. and Baur, R., 2005. Integrated failure forecasting model for the strategic rehabilitation planning process, Water Science & Technology : Water Supply, 5(2), pp.1-8
  11. Kleiner, Y., Rajani, B. B. and Sadiq, R., 2006. Modeling the deterioration and managing failure risk of buried critical infrastructure, National Research Council Canada, pp.294-306
  12. Park, S. B., 2008. Development of a probability model for water main burst risks using the leakage type analysis methods, University of Seoul
  13. Lim, K. Y., 2011. Assessment of the priorities for rehabilitation of water pipes using the fuzzy techniques, Pusan National University
  14. Lee, M. R., 2010. A Study on deterioration evaluation model of water main using integrated PCA and ANN, University of Seoul
  15. Yoon, J. H. et al., 2002. Deteriorated water main assessment and management manual, Ministry of Environment