Skip to main content
Erschienen in: Water Resources Management 3/2016

01.02.2016

Impedance Method for Abnormality Detection of a Branched Pipeline System

verfasst von: Sanghyun Kim

Erschienen in: Water Resources Management | Ausgabe 3/2016

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

In this paper, an integrated detection scheme is developed to simultaneously address a leakage, a partial blockage and unknown branched pipeline elements. Expressions for the pressure head and discharge for a branched pipeline system having both a leakage and a blockage are derived in frequency domain. Boundary conditions for a reservoir and a branched dead-end allow the development of impedance formulations. The condition for a pipeline junction can be addressed using either a common condition for the pressure head combined with a continuity condition of discharge or a connectivity condition for impedance. In order to consider the unsteady friction’s impact, the impedance development process studied both the impact resulting from velocity profiles with two-dimensional distributions and the impact resulting from local and convective accelerations. Impedance expressions are derived for two distinct branched pipeline systems at different abnormality conditions. Based on drived formulations describing these systems, response functions were derived in the frequency domain and their corresponding time domain representations were integrated into a meta-heuristic calibration scheme for inverse transient analysis. Using an objective function for minimization of root-mean-square-errors between the observed and computed pressures, the calibration based one impulse response can simultaneously predict locations and magnitudes of abnormalities as well as parameters for a branched pipeline. The strength of the impedance-based approach for inverse transient analysis arises mainly from its feasibility to address different conservation conditions for pressure and discharge and for combining these conditions into a unified impedance connectivity condition.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Literatur
Zurück zum Zitat Araujo LS, Ramos H, Coelho ST (2006) Pressure control for leakage minimization in water distribution systems management. Water Resour Manag 20(1):133–149CrossRef Araujo LS, Ramos H, Coelho ST (2006) Pressure control for leakage minimization in water distribution systems management. Water Resour Manag 20(1):133–149CrossRef
Zurück zum Zitat Bergant A, Simpson AR, Vitkovsky J (2001) Developments in unsteady pipe flow friction modeling. J Hydraul Res 39(3):249–257CrossRef Bergant A, Simpson AR, Vitkovsky J (2001) Developments in unsteady pipe flow friction modeling. J Hydraul Res 39(3):249–257CrossRef
Zurück zum Zitat Boulos PF, Karney BW, Wood DJ, Lingireddy S (2005) Hydraulic transient guidelines for protecting water distribution systems. J Am Water Works Assoc 95(5):111–124 Boulos PF, Karney BW, Wood DJ, Lingireddy S (2005) Hydraulic transient guidelines for protecting water distribution systems. J Am Water Works Assoc 95(5):111–124
Zurück zum Zitat Brunone B, Golia UM, Greco M (1991) Some remarks on the momentum equations for fast transients. Hydraulic transients with column separation (9th and last round table of IAHR Group). IAHR, Valencia, pp 201–209 Brunone B, Golia UM, Greco M (1991) Some remarks on the momentum equations for fast transients. Hydraulic transients with column separation (9th and last round table of IAHR Group). IAHR, Valencia, pp 201–209
Zurück zum Zitat Chaudhry MH (2013) Applied hydraulic transients. Springer Verlag, London Chaudhry MH (2013) Applied hydraulic transients. Springer Verlag, London
Zurück zum Zitat Duan HF (2015) Uncertainty analysis of transient flow modeling and transient-based leak detection in elastic water pipeline systems. Water Resour Manag 29(14):5413–5427CrossRef Duan HF (2015) Uncertainty analysis of transient flow modeling and transient-based leak detection in elastic water pipeline systems. Water Resour Manag 29(14):5413–5427CrossRef
Zurück zum Zitat Duan HF, Lee P (2015) Transient-based frequency domain method for dead-end side branch detection in reservoir-pipeline-valve system. J Hydraul Eng Duan HF, Lee P (2015) Transient-based frequency domain method for dead-end side branch detection in reservoir-pipeline-valve system. J Hydraul Eng
Zurück zum Zitat Duan HF, Lee P, Ghidaoui M, Tung Y (2011) Leak detection in complex series pipelines by using system frequency response method. J Hydraul Res 49(2):213–221CrossRef Duan HF, Lee P, Ghidaoui M, Tung Y (2011) Leak detection in complex series pipelines by using system frequency response method. J Hydraul Res 49(2):213–221CrossRef
Zurück zum Zitat Duan HF, Lee P, Ghidaoui M, Tung Y (2014) Transient wave blockage interaction and extended blockage detection in elastic water pipelines. J Fluids Struct 46:2–16CrossRef Duan HF, Lee P, Ghidaoui M, Tung Y (2014) Transient wave blockage interaction and extended blockage detection in elastic water pipelines. J Fluids Struct 46:2–16CrossRef
Zurück zum Zitat Ferrante M, Brunone B, Meniconi B, Karney BW, Massari C (2014) Leak size, detectability and test conditions in pressurized pipe systems. Water Resour Manag 28(13):4583–4598CrossRef Ferrante M, Brunone B, Meniconi B, Karney BW, Massari C (2014) Leak size, detectability and test conditions in pressurized pipe systems. Water Resour Manag 28(13):4583–4598CrossRef
Zurück zum Zitat Goldberg DE (1989) Genetic algorithms in search. Optimization and machine learning. Addison-Wesley Publishing Co., Inc., Reading Goldberg DE (1989) Genetic algorithms in search. Optimization and machine learning. Addison-Wesley Publishing Co., Inc., Reading
Zurück zum Zitat Gong JZ, Lambert MF, Simpson AR, Zecchin AC (2014) Detection of localized deterioration distributed along single pipelines by reconstructive MOC analysis. J Hydraul Eng 140(2):190–198CrossRef Gong JZ, Lambert MF, Simpson AR, Zecchin AC (2014) Detection of localized deterioration distributed along single pipelines by reconstructive MOC analysis. J Hydraul Eng 140(2):190–198CrossRef
Zurück zum Zitat Haghighi A, Ramos HM (2012) Detection of leakage freshwater and friction factor calibration in drinking networks using central force optimization. Water Resour Manag 26(8):2347–2363CrossRef Haghighi A, Ramos HM (2012) Detection of leakage freshwater and friction factor calibration in drinking networks using central force optimization. Water Resour Manag 26(8):2347–2363CrossRef
Zurück zum Zitat Kim SH (2005) Extensive development of leak detection algorithm by impulse response method. J Hydraul Eng ASCE 131(3):2001–2007CrossRef Kim SH (2005) Extensive development of leak detection algorithm by impulse response method. J Hydraul Eng ASCE 131(3):2001–2007CrossRef
Zurück zum Zitat Kim SH (2008) Address-oriented impedance matrix method for generic calibration of heterogeneous pipe network systems. J Hydraul Eng ASCE 134(1):66–75CrossRef Kim SH (2008) Address-oriented impedance matrix method for generic calibration of heterogeneous pipe network systems. J Hydraul Eng ASCE 134(1):66–75CrossRef
Zurück zum Zitat Kim SH (2011a) Dynamic memory computation of impedance matrix method. J Hydraul Eng ASCE 137(1):122–128CrossRef Kim SH (2011a) Dynamic memory computation of impedance matrix method. J Hydraul Eng ASCE 137(1):122–128CrossRef
Zurück zum Zitat Kim SH (2011b) Holistic unsteady friction model for the laminar transient flow in pipeline systems. J Hydraul Eng ASCE 137(12):1649–1658CrossRef Kim SH (2011b) Holistic unsteady friction model for the laminar transient flow in pipeline systems. J Hydraul Eng ASCE 137(12):1649–1658CrossRef
Zurück zum Zitat Lee PJ, Lambert MF, Simpson AP, Vitkovsky JP (2006) Experimental verification of the frequency response method for pipeline leak detection. J Hydraul Res 44(5):693–707CrossRef Lee PJ, Lambert MF, Simpson AP, Vitkovsky JP (2006) Experimental verification of the frequency response method for pipeline leak detection. J Hydraul Res 44(5):693–707CrossRef
Zurück zum Zitat Liggett JA, Chen L (1994) Inverse transient analysis in pipe networks. J Hydraul Eng ASCE 120(8):934–955CrossRef Liggett JA, Chen L (1994) Inverse transient analysis in pipe networks. J Hydraul Eng ASCE 120(8):934–955CrossRef
Zurück zum Zitat Massari C, Yeh TCJ, Ferrante M, Brunone B, Meniconi S (2015) A stochastic approach for extended partial blockage detection in viscoelastic pipelines: numerical and laboratory experiments. J Water Supply Res Technol AQUA 64(5):583–595CrossRef Massari C, Yeh TCJ, Ferrante M, Brunone B, Meniconi S (2015) A stochastic approach for extended partial blockage detection in viscoelastic pipelines: numerical and laboratory experiments. J Water Supply Res Technol AQUA 64(5):583–595CrossRef
Zurück zum Zitat Meniconi S, Brunone B, Ferrante M, Massari C (2011a) Small amplitude sharp pressure waves to diagnostic pipe systems. Water Resour Manag 25(1):79–96CrossRef Meniconi S, Brunone B, Ferrante M, Massari C (2011a) Small amplitude sharp pressure waves to diagnostic pipe systems. Water Resour Manag 25(1):79–96CrossRef
Zurück zum Zitat Meniconi S, Brunone B, Ferrante M, Massari C (2011b) Transient tests for locating and sizing illegal branches in pipe systems. J Hydroinf 13(3):334–345CrossRef Meniconi S, Brunone B, Ferrante M, Massari C (2011b) Transient tests for locating and sizing illegal branches in pipe systems. J Hydroinf 13(3):334–345CrossRef
Zurück zum Zitat Mpesha W, Gassman SL, Chaudry MH (2001) Leak detection in pipes by frequency response method. J Hydraul Eng ASCE 127(2):134–147 Mpesha W, Gassman SL, Chaudry MH (2001) Leak detection in pipes by frequency response method. J Hydraul Eng ASCE 127(2):134–147
Zurück zum Zitat Puust R, Kapelan Z, Savic DA, Koppel T (2010) A review of methods for leakage management in pipe networks. Urban Water J 7(1):25–44CrossRef Puust R, Kapelan Z, Savic DA, Koppel T (2010) A review of methods for leakage management in pipe networks. Urban Water J 7(1):25–44CrossRef
Zurück zum Zitat Sattar AM, Chaudhry MH, Kassem AA (2008) Partial blockage detection in pipelines by frequency response method. J Hydraul Eng ASCE 134(1):76–89CrossRef Sattar AM, Chaudhry MH, Kassem AA (2008) Partial blockage detection in pipelines by frequency response method. J Hydraul Eng ASCE 134(1):76–89CrossRef
Zurück zum Zitat Suo L, Wylie EB (1989) Impulse response method for frequency-dependent pipeline transients. J Fluids Eng Trans ASME 111(4):478–483CrossRef Suo L, Wylie EB (1989) Impulse response method for frequency-dependent pipeline transients. J Fluids Eng Trans ASME 111(4):478–483CrossRef
Zurück zum Zitat Wylie EB, Streeter VL (1993) Fluid transient in systems. Prentice Hall, Inc, Englewood Cliffs, p 339 Wylie EB, Streeter VL (1993) Fluid transient in systems. Prentice Hall, Inc, Englewood Cliffs, p 339
Zurück zum Zitat Zielke W (1968) Frequency-dependent friction in transient pipe flow. J Basic Eng ASME 90(1):109–115CrossRef Zielke W (1968) Frequency-dependent friction in transient pipe flow. J Basic Eng ASME 90(1):109–115CrossRef
Metadaten
Titel
Impedance Method for Abnormality Detection of a Branched Pipeline System
verfasst von
Sanghyun Kim
Publikationsdatum
01.02.2016
Verlag
Springer Netherlands
Erschienen in
Water Resources Management / Ausgabe 3/2016
Print ISSN: 0920-4741
Elektronische ISSN: 1573-1650
DOI
https://doi.org/10.1007/s11269-015-1213-6

Weitere Artikel der Ausgabe 3/2016

Water Resources Management 3/2016 Zur Ausgabe