References
- 김응석, 김중훈, 이현동 (2002). '상수관로의 노후도 영향인자 및 가중치 산정에 관한 연구.' 상하수도학회지, 대한상하수도학회, 제16권, 제6호, pp. 686-699
- 김주환, 성권식 (2003). '상수관 노후도 평가방법 개선 방안 연구.' 수처리기술, 한국수처리기술연구회, 제11권, 제2호, pp. 63-73
- 이창용, 신현석, 김중훈, 김응석 (2000). '확률적 신경망을 이용한 상수도관 노후도 추정에 관한 연구.' 대한토목학회 논문집, 대한토목학회, 제20권, 제2호, pp. 197-210
- 정원식, 이현동, 김이태, 유명진 (2003). '상수도관의 노후도에 대한 환경영향인자의 상관성 분석.' 상하수도학회지, 대한상하수도학회, 제17권, 제2호, pp. 242-249
- Andreou, S. A., Marks, D. H. and Clark, R. M. (1987a). 'A new methodology for modeling break failure patterns in deteriorating water distribution systems: Theory.' Advances in Water Resources, Vol. 10, pp. 2-10 https://doi.org/10.1016/0309-1708(87)90002-9
- Andreou, S. A., Marks, D. H. and Clark, R. M. (1987b). 'A new methodology for modeling break failure patterns in deteriorating water distribution systems: Applications.' Advances in Water Resources, Vol. 10, pp. 11-20 https://doi.org/10.1016/0309-1708(87)90003-0
- Crowder, M. J., Kimber, A. C., Smith, R. L, and Sweeting, T. J. (1991). Statistical Analysis of Reliability Data. Chapman and Hall, London, pp. 164-174
- Goulter, I. C., Davidson, J., and Jacobs, P. (1993). 'Predicting water main breakage rate.' Journal of Water Resources Planning and Management, ASCE, Vol. 119. No.4, pp. 419-436 https://doi.org/10.1061/(ASCE)0733-9496(1993)119:4(419)
- Goulter, I. C. and Kazemi, A. (1988). 'Spatial and temporal groupings of water main pipe breakage in Winnipeg.' Canadian Journal of Civil Engineering, Vol. 15, No.1, pp. 91-97 https://doi.org/10.1139/l88-010
- Herz, R. K. (1996). 'Ageing process and rehabilitation needs of drinking water distribution networks.' Journal of Water S&T - Aqua, Vol. 45, No.5, pp. 221-231
- Kettler, A. J. and Goulter, I. C. (1985). 'An analysis of pipe breakage in urban water distribution networks.' Canadian Journal of Civil Engineering, Vol. 12, pp. 286-293 https://doi.org/10.1139/l85-030
- Kleiner, Y. and Rajani, B. (2001) 'Comprehensive review of structural deterioration of water mains: statistical models.' Urban Water, Vol. 3, pp. 131-150 https://doi.org/10.1016/S1462-0758(01)00033-4
- Kulkarni, R. B., Golabi, K., and Chuang, J. (1986). Analytical techniques for selection cf repair or replace options for cast iron gas piping systems - Phase I. as Research Institute, PB87 114112, Chicago, IL, USA
- Lee, L. (1980). 'Testing adequacy of the Weibull and log linear rate models for a Poisson process.' Technometrics, Vol. 22, No.2, pp. 195-199 https://doi.org/10.2307/1268458
- Loganathan, G. V., Park, S., and Sherali, H. D. (2002). 'Threshold break rate for pipeline replacement in water distribution systems.' Journal of Water Resources Planning and Management, ASCE, Vol. 128, No.4, pp. 271-279 https://doi.org/10.1061/(ASCE)0733-9496(2002)128:4(271)
- Mavin, K. (1996). Predicting the Failure Performance of Individual Water Main Research Report No. 114, Urban Water Research Association of Australia, Melbourne, Australia
- Park, S. and Loganathan, G. V. (2002). 'Optimal Pipe Replacement Analysis with a New Pipe Break Prediction Model.' Journal of the Korean Society of Water and Wastewater, Vol. 16, No.6, pp. 710-716
- Shamir, U. and Howard, C. D. D. (1979). 'An analytic approach to scheduling pipe replacement.' Journal of American Water Works Association, Vol. 71, No.5, pp. 248-258 https://doi.org/10.1002/j.1551-8833.1979.tb04345.x
- Shin, I., Lim, T. J., and Lie, C. H. (1996). 'Estimating parameters of intensity function and maintenance effect for repairable unit.' Reliability Engineering and System Safety, Vol. 54, pp. 1-10 https://doi.org/10.1016/S0951-8320(96)00097-X
- Tsokos, C. P. and Rao, A. N. V. (1994). 'Estimation of failure intensity for the Weibull process.' Reliability Engineering and System Safety, Vol. 45, pp. 271-275 https://doi.org/10.1016/0951-8320(94)90143-0
- Walski, T. M. and Pelliccia, A. (1982). 'Economic analysis of water main breaks.' Journal of American Water Works Association, Vol. 74, No. 3, pp. 140-147 https://doi.org/10.1002/j.1551-8833.1982.tb04874.x
Cited by
- Modeling of the Failure Rates and Estimation of the Economical Replacement Time of Water Mains Based on an Individual Pipe Identification Method vol.42, pp.7, 2009, https://doi.org/10.3741/JKWRA.2009.42.7.525
- Life cycle determination of water distribution system using life cycle energy analysis vol.29, pp.1, 2015, https://doi.org/10.11001/jksww.2015.29.1.011