Modeling Water Pipe Breaks—Three Case Studies
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Jean-Pierre Villeneuve | Geneviève Pelletier | Alain Mailhot | G. Pelletier | J. Villeneuve | A. Mailhot
[1] Uri Shamir,et al. An Analytic Approach to Scheduling Pipe Replacement , 1979 .
[2] I. Goulter,et al. Predicting Water-Main Breakage Rates , 1993 .
[3] Robert M. Clark,et al. Distribution System: Cost of Repair and Replacement , 1988 .
[4] Thomas M. Walski,et al. Analyzing Water Main Replacement Policies , 1990 .
[5] Robert M. Clark,et al. Water Distribution Systems: A Spatial and Cost Evaluation , 1982 .
[6] Barry J. Adams,et al. LONG-TERM PLANNING METHODOLOGY FOR WATER DISTRIBUTION SYSTEM REHABILITATION , 1998 .
[7] Ahmad Habibian. Developing and Utilizing Data Bases for Water Main Rehabilitation , 1992 .
[8] G. Pelletier,et al. Modeling the evolution of the structural state of water pipe networks with brief recorded pipe break histories: Methodology and application , 2000 .
[9] J. Kalbfleisch,et al. The Statistical Analysis of Failure Time Data , 1980 .
[10] Pat Choate. America in ruins , 1983 .
[11] Sophie Duchesne,et al. Synthèse des rapports INRS-Urbanisation et INRS-Eau sur les besoins des municipalités québécoises en réfection et construction d'infrastructures d'eaux. , 1998 .
[12] David H. Marks,et al. Performance of water distribution networks: integrated approach , 1990 .
[13] A. Kumar,et al. Development of Concepts for Corrosion Assessment and Evaluation of Underground Pipelines , 1984 .
[14] James A. Goodrich. Drinking Water Distribution System Reliability: A Case Study , 1986 .
[15] R. M. Clark,et al. Developing a Data Base on Infrastructure Needs , 1989 .
[16] John P. Sullivan,et al. Maintaining aging systems—Boston's approach , 1982 .
[17] Jean-Pierre Villeneuve,et al. Évaluation des besoins des municipalités québécoises en réfection et construction d'infrastructures d'eaux. , 1997 .
[18] Geneviève Pelletier. Impact du remplacement des conduites d'aqueduc sur le nombre annuel de bris. , 2000 .
[19] David H. Marks,et al. A new methodology for modelling break failure patterns in deteriorating water distribution systems: Theory , 1987 .
[20] Jihad Elnaboulsi,et al. LE RENOUVELLEMENT DES RÉSEAUX D’EAU POTABLE: UNE REVUE CRITIQUE , 1996 .
[21] Balvant Rajani,et al. A methodology to estimate remaining service life of grey cast iron water mains , 2000 .
[22] I. C. Goulter,et al. Spatial and temporal groupings of water main pipe breakage in Winnipeg , 1988 .
[23] Thomas M. Walski,et al. Analysis of New York City's Water Main Replacement Policy , 1988 .
[24] I. C. Goulter,et al. An analysis of pipe breakage in urban water distribution networks , 1985 .
[25] Jean-François Noël. Étude des impacts du matériau et de la longueur des tronçons d'aqueduc sur les taux de bris. , 2001 .
[26] Barry J. Adams,et al. Selection and scheduling of rehabilitation alternatives for water distribution systems , 1998 .
[27] D. Kelly O'Day,et al. Organizing and analyzing leak and break data for making main replacement decisions , 1982 .
[28] Balvant Rajani,et al. Using limited data to assess future needs , 1999 .
[29] D. Kelly O'Day. Water Main Evaluation for Rehabilitation / Replacement , 1986 .