Experimental Observation and Analysis of Inverse Transients for Pipeline Leak Detection

Author:

Vítkovský John P.1234,Lambert Martin F.1234,Simpson Angus R.1234,Liggett James A.1234

Affiliation:

1. Hydrologist, Water Assessment, Natural Resource Sciences, Dept. of Natural Resources and Water, Queensland Government. E-mail: john.vitkovsky@nrm.qld.gov.au

2. Associate Professor, School of Civil and Environmental Engineering, Univ. of Adelaide, Adelaide SA 5005, Australia (corresponding author). E-mail: mlambert@civeng.adelaide.edu.au

3. Professor, School of Civil and Environmental Engineering, Univ. of Adelaide, Adelaide SA 5005, Australia. E-mail: asimpson@civeng.adelaide.edu.au

4. Professor Emeritus, School of Civil and Environmental Engineering, Cornell Univ., Ithaca, N.Y. 14853-3501. E-mail: jal8@cornell.edu

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

Reference34 articles.

1. Bergant A. and Simpson A. R. (1995). “Water hammer and column separation measurements in an experimental apparatus.” Res. No. R128 Dept. of Civil and Environmental Engineering Univ. of Adelaide Adelaide Australia.

2. Developments in unsteady pipe flow friction modelling

3. Covas D. Graham N. Maksimovic C. Ramos H. Kapelan Z. Savic D. and Walters G. (2003). “An assessment of the application of inverse transient analysis for leak detection. II: Collection and application of experimental data.” Advances in water supply management CCWI’03 London 79–87.

4. Covas D. and Ramos H. (2001). “Hydraulic transients used for leak detection in water distribution systems.” 4th Int. Conf. on Water Pipeline Systems BHR Group York U.K. 227–241.

5. Covas D. Ramos H. Brunone B. and Young A. (2004). “Leak detection in water trunk mains using transient pressure signals: Field tests in Scottish water.” 9th Int. Conf. on Pressure Surges BHR Group Chester U.K. 185–198.

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