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Transient analysis for leak detection in pipe with fluid-structure interaction

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The use of fluid transients has the potential to provide insight into effect of leaks in pipeline systems and hence provide leak detection method. This paper presents a technique for detection and location of leaks in a single pipe by means of transient analysis. The method uses transient pressure waves initiated by the sudden closure of an upstream valve. The presence of a leak in a pipe partially reflects these pressure waves and allows for the location and magnitude of leaks. The two constitutive equations of continuity and momentum yield a set of two partial differential equations of hyperbolic type. The computed results obtained by the method of characteristics describe the influence of the leak on head and discharge time-histories. To put in evidence the fluid-structure, interaction the influence of friction and Young modulus of the pipe wall on the leak detection and sizing is also discussed.
Czasopismo
Rocznik
Tom
Strony
11--16
Opis fizyczny
Bibliogr. 14 poz., rys.
Twórcy
  • UR Mécanique des Fluides Appliquée et Modélisation, Ecole Nationale d'Ingénieurs de Sfax, B. P. W 3038, Sfax, Tunisia, lamjed@quebecemail.com
Bibliografia
  • [1] D. Covas, I. Stoianov, H. Ramos, N. Graham, C. Maksimovic: The dissipation of pressure surges in water pipeline systems. First Joint Conf. IAHR-IWA on pump, Electromechanical Devices and Systems (PEDS 2003), Valencia, Spain, 2003.
  • [2] A. N. Tafuri: Locating Leaks with acoustic technology. American Water Works Association Journal, 92 (2000) 57-66.
  • [3] O. Hunaidi, P. Giamou: Ground-Penetrating Radar for Detection of Leaks in Buried Plastic Water Distribution Pipes. Seventh International Conference on Ground- Penetrating Radar, Lawrence, Kansas, USA, 1998.
  • [4] B. Brunone: Transient Test-Based Techniques for Leak Detection in Outfall Pipes. Journal of Water Resources Planning and Management, 125 (1999) 302-306.
  • [5] D. Misiunas, J. Vitkovsky, G. Olsson, A. Simpson, M. Lambert: Pipeline Break Detection Using Pressure Transient Monitoring. Journal of Water Resources Planning and Management, 131 (2005) 316-325.
  • [6] S. G. Buchberger, G. Nadimpalli: Leak Estimation in Water Distribution Systems by Statistical Analysis of Flow Readings. Journal of Water Resources Planning And Management, 130 (2004) 321-329.
  • [7] B. Brunone, M. Ferrante: Detecting leaks in pressurized pipes by means of transients. Journal of Hydraulic Research, 39 (2001) 539-547.
  • [8] W. Mpesha, S. L. Gassman, M. H. Chaudhry: Leak Detection in Pipes by Frequency Response Method. Journal of Hydraulic Engineering, 127 (2001) 134-147.
  • [9] M. Ferrante, B. Brunone. Pipe system diagnosis and leak detection by unsteady-stata tests. 1 harmonic analysis. Advances in Water Resources 26 (2003) 95-105.
  • [10] M. Taghvaei, S. B. M. Beck, W. J. Staszewski, 2006: Leak detection in pipelines using cepstrum analysis. Measurement Science and Technologie, IOP Publishing Ltd, UK. 17 (2006) 367-372.
  • [11] E. Hadj Taďeb: Leak detection by using water hammer and impedance methods. Water Mangement Challenges in Global Change, Ulanicki et al. (eds), Taylor & Francis Group, London, UK, 2007, pp. 345-352.
  • [12] A. K. Soares, D. I. C. Covas, L. F. R. Reis: Inverse transient analysis for leak detection in PVC pipe network. Water Mangement Challenges in Global Change, Ulanicki et al. (eds), Taylor & Francis Group, London, UK, 2007, pp. 337-344.
  • [13] E. B. Wylie, V. L. Streeter, L. Suo: Fluid transients in systems. Prentice Hall, Englewood Cliffs, New Jersey, USA, 1993.
  • [14] R. Courant, K.O. Friederichs: Supersonic flow and shock waves. Interscience publishers Inc., New York, 1948.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAR0-0045-0086
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