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Analysis of defects with a proposal of the method of establishing structural failure probability categories for concrete sewers

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Języki publikacji
EN
Abstrakty
EN
The objective of this study was to identify and classify the type, size and frequency of structural defects occurring in concrete storm water, sanitary and combined sewers that have been in service for a long time. Another aim was to develop a method of classification of those sewers into five categories of failure probability. The paper presents results of non-destructive CCTV surveys of concrete sewers, which were conducted in different Polish cities. It also describes the causes of the defects that are related or unrelated to the type of flowing sewage. In the method proposed in the study, the matrix PS was developed. Elements of this matrix were determined. They contain lower boundary values that define the size of the analyzed defects for five categories of sewer failure probability. The proposed method allows classifying every analyzed sewer into one of five categories of sewer failure probability. The method can be used as a tool in sewer rehabilitation planning. The key conclusions highlight the causes of sewer failures, the scale of hazards and the benefits resulting from the application of the proposed method to prioritize analyzed sewers into one of five categories of failure probability.
Rocznik
Strony
1078--1084
Opis fizyczny
Bibliogr. 21 poz., rys., wykr.
Twórcy
  • Faculty of Environmental Engineering, Geomatics and Power Engineering, Kielce University of Technology, Al. 1000-lecia Panstwa Polskiego 7, 25-314 Kielce, Poland
Bibliografia
  • [1] Z. Giergiczny, T. Pużak, M. Sokołowski, H. Skalec, High performance concrete (HPC) in concrete pipe production, in: Nienartowicz, Szot (Eds.), Proceedings of the Underground Infrastructure of Urban Areas 2 – Madryas, Taylor & Francis Group, London, 2012, pp. 35–40.
  • [2] C. Berger, C. Falk, Zustand der Kanalisation in Deutschland, Ergebnisse der DWA – Umfrage 2009, Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall e.V., Hennef, 2011.
  • [3] K. Miszta-Kruk, M. Kwietniewski, A. Osiecka, J. Parada, Material structure of municipal wastewater networks in Poland in the period of 2000 to 2005, in: Przybyła, Szot (Eds.), Proceedings of the Underground Infrastructure of Urban Areas – Madryas, Taylor & Francis Group, London, 2009, pp. 203–211.
  • [4] A. Scheidegger, T. Hug, J. Rieckermann, M. Maurer, Network condition simulator for benchmarking sewer deterioration models, Water Research 45 (2011) 4983–4994, http://www. sciencedirect.com/science/article/pii/S0043135411003940.
  • [5] R. Younis, M.A. Knight, A probability model for investigating the trend of structural deterioration of wastewater pipelines, Tunneling and Underground Space Technology 25 (2010) 670– 680, http://www.sciencedirect.com/science/article/pii/ S0886779810000982.
  • [6] D.H. Tran, A.W.M. Ng, K.J. Mcmanus, S. Burn, Prediction models for serviceability deterioration of stormwater pipes, Structure and Infrastructure Engineering 4 (4) (2008) 287–295, http://www.tandfonline.com/doi/full/10.1080/ 15732470600792236#.VILl7zGG8QM.
  • [7] E. Kuliczkowska, Criteria for Planning Trenchless Rehabilitation of Non-Man Entry Sewers (in Polish), Monograph No. M3, Kielce University of Technology, Kielce, 2008.
  • [8] C. Madryas, B. Przybyła, Inspection of pipes as an element of operating municipal sewerage networks, Tunneling and Underground Space Technology 1 (13) (1998) 57–64, http:// www.sciencedirect.com/science/article/pii/S0886779898000261.
  • [9] T. Hao, C.D.F. Rogers, N. Metje, D.N. Chapman, J.M. Muggleton, K.Y. Foo, P. Wang, S.R. Pennock, P.R. Atkins, S.G. Swingler, J. Parker, S.B. Costello, M.P.N. Burrow, J.H. Anspach, R.J. Armitage, A.G. Cohn, K. Goddard, P.L. Lewin, G. Orlando, M.A. Redfern, A. C.D. Royal, A.J. Saul, Condition assessment of the buried utility service infrastructure, Tunneling and Underground Space Technology 28 (2013) 331–344, http://www.sciencedirect.com/ science/article/pii/S0886779811001428.
  • [10] T. Zayed, A. Salman, I. Basha, The impact on environment of underground infrastructure utility work, Structure and Infrastructure Engineering 3 (7) (2012) 199–210.
  • [11] C. Madryas, Forensic investigations of buried utilities failures in Poland, Tunneling and Underground Space Technology 23 (2008) 199–205, http://www.sciencedirect.com/science/ article/pii/S0886779807000272.
  • [12] A. Kuliczkowski, E. Kuliczkowska, A. Parka, Field measurements of sewer main structural integrity, in: Proceedings of the 21st International Conference No-Dig, Washington, DC, 2011.
  • [13] Water Authorities Association, Sewerage Rehabilitation Manual, vols. I–III, Water Research Centre, Swindon, 1990.
  • [14] P. Aarsleff, CCTV Surveys of Sewers, Basic Definitions and Photographic Manual (in Polish), 1989.
  • [15] ATV – Arbeitsblatt A 149, Zustandsklassifizierung und Zustandsbewertung von Abwasserkanälen und – Leitungen, Hennef, 1994.
  • [16] ATV – M 149, Zustandklassifizierung und -Bewertung von Entwässerungssystemen außerhalb von Gebäuden, Entwurf, 1998.
  • [17] ATV – Merkblatt M 143, Inspektion, Instandsetzung, Sanierung und Erneuerung von Abwasserkanälen und – Leitungen, Teil 2, Optische Inspektion, St. Augustin, 1991.
  • [18] ATV-Information, Der Zustand der Kanalisation in der Bundesrepublik Deutschland, Ergebnisse der ATV-Umfrage, ATV, 1997.
  • [19] D. Stein, Instandhaltung von Kanalisationen, 3 Auflage, Ernst & Sohn, Berlin, 1999.
  • [20] S. Rioned, Rioolschade Catalogus, Ontwerp Classificatiesysteem bij visuele inspectie van Riolen, Voorstudie nen 3399, 1991.
  • [21] NASSCO's, Pipeline Assessment and Certification Program, 2003.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d2b53a3d-8ceb-42ed-866e-15ecdfe21032
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