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Tytuł artykułu

Environmental and structural risk assessment of long operated vitrified clay sewers

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Investigations have been presented on the type, extent and frequency of operational and maintenance as well as structural linear and spot defects that occurred in long operated vitrified clay sewers, which are the most often used in sanitary sewer systems. The causes of the defects have been deter-mined and summarized in five groups. Two sewer failure probability matrices taking into account the impact of all the defects analysed in terms of environmental and structural hazards have been proposed. Numerical values determined for each element of the two matrices allow allocating the sewers into five probability of failure categories. The proposed method contains the consequences of failure of matrix of sewer, and finally two matrices of risk for environmental and structural safety. The elaborated method enables prioritization of sewers in terms of environmental and structural hazards from those of the highest to those of the lower risk, which allows efficient sewer failure management and may be used for planning the sewer trenchless maintenance and rehabilitation.
Rocznik
Strony
53--67
Opis fizyczny
Bibliogr. 17 poz., tab., rys.
Twórcy
  • Faculty of Environmental, Geomatic and Power Engineering, Kielce University of Technology, al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland
Bibliografia
  • [1] Water Authorities Association, Sewerage Rehabilitation Manual, Vol. 1–3, Water Research Centre, Swindon 1990.
  • [2] ZAYED T., SALMAN A., BASHA I., The impact on environment of underground infrastructure utility work, Struct. Infrastruct. E., 2012, 3 (7), 199.
  • [3] KULICZKOWSKI A., KULICZKOWSKA E., KUBICKA U., The criterions of urgency for sewerline rehabilitation, [in:] Proc. No-Dig Conference, NASTT, Chicago, Illinois, 2010, Paper A-4-05.
  • [4] KUTYŁOWSKA M., HOTLOŚ H., History, structure and deterioration of sewerage system in Wrocław, Environ. Prot. Eng., 2012, 38 (3), 145.
  • [5] VELDHUIS J., CLEMENS F., VAN GELDER P., Quantitative fault tree analysis for urban water infrastructure flooding, Struct. Infrastruct. E., 2011, 11 (7), 809.
  • [6] KULICZKOWSKA E., Criteria of planning the trenchless renewal of non-entry sewers, University of Technology Kielce Press, Kielce 2008 (in Polish).
  • [7] ATV-Information, Condition of sewers in Germany, ATV Press, Hennef 2011 (in German).
  • [8] BERGER C., FALK C., Condition of sewers in Germany, Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall e.V. Press, Hennef 2011 (in German).
  • [9] KOLONKO A., KOTOWSKI A., Proecological technologies of sewers rehabilitation, Environ. Prot. Eng., 2007, 33 (4), 55.
  • [10] HILL N., Sanitary System Asset Management Plan, District of West Vancouver, Final Report, No. 111319 (60118812) AECOM Canada, 2010.
  • [11] ALBIN R.L., KINSHELLA P.E., Accelerated corrorion rate threatens Phoenix sewers, [in:] Proc. No-Dig Conference, NASTT, New Orleans, Louisiana, 2004, Paper F-4-03.
  • [12] KULICZKOWSKI A., KULICZKOWSKA E., PARKA A., Field measurements of sewer main structural integrity, [in:] Proc. No-Dig Conference, NASTT, Washington, DC, 2011, Paper E-3-04.
  • [13] Per Aarsleff, Inspection of sewer pipes using CCTV. Basic definitions and manual photographic, Warsaw, 1989 (in Polish).
  • [14] Stichting Rioned, Cataloque of sewer defects, Ede, 1998.
  • [15] LUKAS A., MERRRILL M., Scraps, an expert system for prioritizing sewer inspections, [in:] Proc. No-Dig Conference, NASTT, Nashville, TN, 2006, Paper A-4-03.
  • [16] MCDONALD S., ZHAO J., Condition assessment and rehabilitation of large sewers, Report No. NRCC- -44696, Institute for Research in Construction, National Research Council, Ottawa 2001.
  • [17] SARRAMI K, LOSTRACCO S., Implementing an infrastructure asset management program to the city of Toronto, [in:] Proc. No-Dig Conference, NASTT, Montreal 2002.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-3e59dbc4-f931-4f3e-906a-72ebcf70479a
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