Modeling Water Pipe Breaks—Three Case Studies-Reference-Cited by-同舟云学术

Modeling Water Pipe Breaks—Three Case Studies

Published:2003-03 Issue:2 Volume:129 Page:115-123
ISSN:0733-9496
Container-title:Journal of Water Resources Planning and Management
language:en
Short-container-title:J. Water Resour. Plann. Manage.

Author:

Pelletier Geneviève¹,Mailhot Alain²,Villeneuve Jean-Pierre³

Affiliation:

1. Project Engineer, BPR CSO, 4655, Blvd. Wilfrid-Hamel, Québec PQ G1P 2J7, Canada.

2. Professor, INRS-Eau, 2800, Rue Einstein, C.P. 7500, Sainte-Foy PQ, G1V 4C7, Canada.

3. Director, INRS-Eau, 2800, Rue Einstein, C.P. 7500, Sainte-Foy PQ, G1V 4C7, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9496%282003%29129%3A2%28115%29

Reference38 articles.

1. A new methodology for modelling break failure patterns in deteriorating water distribution systems: Theory

2. Choate P. and Walter S. (1981). “America in ruins.” Rep . The Council of State Planning Agencies Washington D.C.

3. Clark R. M. Eilers R. G. and Goodrich J. A. (1988). “Distribution system: Cost of repair and replacement.” Proc. Conf. on Pipeline Infrastructure B. A. Bennett ed. ASCE New York 428–440.

4. Developing a data base on infrastructure needs.;Clark R. M.;J. Am. Water Works Assn.,1989

5. Water distribution systems: A spatial and cost evaluation.;Clark R. M.;J. Water Resour. Plann. Manage.,1982

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