Standing Wave Difference Method for Leak Detection in Pipeline Systems-Reference-Cited by-同舟云学术

Standing Wave Difference Method for Leak Detection in Pipeline Systems

Published:2005-12 Issue:12 Volume:131 Page:1106-1116
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Covas Dídia¹²³,Ramos Helena¹²³,de Almeida A. Betâmio¹²³

Affiliation:

1. Assistant Professor, Civil Engineering Dept., Instituto Superior Técnico, Av. Rovisco Pais, 1049-001 Lisbon, Portugal (corresponding author).

2. Professor, Civil Engineering Dept., Instituto Superior Técnico, Av. Rovisco Pais, 1049-001 Lisbon, Portugal.

3. Full Professor, Civil Engineering Dept., Instituto Superior Técnico, Av. Rovisco Pais, 1049-001 Lisbon, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282005%29131%3A12%281106%29

Reference18 articles.

1. A mathematical model for leak location in pipelines

2. Covas D. (1998). “Leak detection and location in water distribution networks: Hydrodynamic analysis approach.” MSc Instituto Superior Técnico Technical Univ. of Lisbon Portugal (in Portuguese).

3. Covas D. and Ramos H. (1999a). “Leakage detection in single pipelines using pressure wave behavior.” Proc. Water Industry Systems: Modeling and Optimization Applications CCWI’ 99 CWS Exeter U.K. 287–299.

4. Covas D. and Ramos H. (1999b). “Practical methods for leakage control detection and location in pressurised systems.” Proc. 13th Int. Conf. on Pipeline Protection BHR Group Edinburgh Scotland.

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