A Nelder–Mead algorithm-based inverse transient analysis for leak detection and sizing in a single pipe

被引:0
作者
Choura O. [1 ,2 ]
Capponi C. [2 ]
Meniconi S. [2 ]
Elaoud S. [1 ]
Brunone B. [2 ]
机构
[1] Laboratory of Applied Fluid Mechanics, Process Engineering and Environment, National School of Engineering of Sfax, Sfax
[2] Dipartimento di Ingegneria Civile ed Ambientale, The University of Perugia, Via G. Duranti 93, Perugia
来源
Choura, Oussama (oussema.choura@enis.tn) | 1600年 / IWA Publishing卷 / 21期
关键词
Inverse transient analysis; Leak detection; Nelder–Mead algorithm; Unsteady-state friction; Viscoelasticity;
D O I
10.2166/WS.2021.030
中图分类号
学科分类号
摘要
In this paper the results of an experimental validation of a technique for leak detection in polymeric pipes based on the inverse transient analysis (ITA) are presented. In the proposed ITA the Nelder–Mead algorithm is used as a calibration tool. Experimental tests have been carried out in an intact and leaky high-density polyethylene (HDPE) single pipe installed at the Water Engineering Laboratory (WEL) of the University of Perugia, Italy. Transients have been generated by the fast and complete closure of a valve placed at the downstream end section of the pipe. In the first phase of the calibration procedure, the proposed algorithm has been used to estimate both the viscoelastic parameters of a generalized Kelvin–Voigt model and the unsteady-state friction coefficient, by minimizing the difference between the numerical and experimental results. In the second phase of the procedure, the calibrated model allowed the evaluation of leak size and location with an acceptable accuracy. Precisely, in terms of leak location the relative error was smaller than 5%. © 2021 The Authors.
引用
收藏
页码:1580 / 1593
页数:13
相关论文
共 80 条
  • [1] Ayati A. H., Haghighi A., Lee P., Statistical review of major standpoints in hydraulic transient-based leak detection, Journal of Hydraulic Structures, 5, 1, pp. 1-26, (2019)
  • [2] Bergant A., Simpson A. R., Vitkovsky J., Developments in unsteady pipe flow friction modelling, Journal of Hydraulic Research, 39, 3, pp. 249-257, (2001)
  • [3] Beuken R. H. S., Lavooij C. S. W., Bosch A., Schaap P. G., Low leakage in the Netherlands confirmed, Eighth Annual Water Distribution Systems Analysis Symposium (WDSA) 2006, (2008)
  • [4] Beuken R., Eijkman J., Savic D., Hummelen A., Blokker M., Twenty years of asset management research for Dutch drinking water utilities, Water Supply, 20, 8, pp. 2941-2950, (2020)
  • [5] Brunone B., Transient test-based technique for leak detection in outfall pipes, Journal of Water Resources Planning and Management, 125, 5, pp. 302-306, (1999)
  • [6] Brunone B., Berni A., Wall shear stress in transient turbulent pipe flow by local velocity measurement, Journal of Hydraulic Engineering, 136, 10, pp. 716-726, (2010)
  • [7] Brunone B., Ferrante M., Pressure waves as a tool for leak detection, Urban Water Journal, 1, 2, pp. 145-155, (2004)
  • [8] Brunone B., Golia U. M., Discussion of ‘Systematic evaluation of one-dimensional unsteady friction models in simple pipelines’ by J.P. Vitkovsky, A. Bergant, A.R. Simpson, and M. F. Lambert, Journal of Hydraulic Engineering, 134, 2, pp. 282-284, (2008)
  • [9] Brunone B., Golia U. M., Greco M., The effects of two-dimensionality on pipe transients modeling, Journal of Hydraulic Engineering, 121, 12, pp. 906-912, (1995)
  • [10] Brunone B., Meniconi S., Capponi C., Numerical analysis of the transient pressure damping in a single polymeric pipe with a leak, Urban Water Journal, 15, pp. 760-768, (2019)