The influence of selected factors on the load capacity of sewers that are renovated using the relining method

Beata Nienartowicz

doi:10.1051/e3sconf/20184500057

All issues

Volume 45 (2018)

E3S Web Conf., 45 (2018) 00057

References

Open Access

Issue		E3S Web Conf. Volume 45, 2018 VI International Conference of Science and Technology INFRAEKO 2018 Modern Cities. Infrastructure and Environment


Article Number		00057
Number of page(s)		6
DOI		https://doi.org/10.1051/e3sconf/20184500057
Published online		30 July 2018

DWA-A 143-2, 2015. Sanierung von Entwässerungsszstemen außerhalb von Gebäuden-Teil 2: Statische Berechnung zur Sanierung von Abwasserleitungen und-kanälen mit Lining-und Montageverfahren. Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall [Google Scholar]
WRC/SRM, 2001. 4-th ed. Sewerage Rehabilitation Manual. Swindon: UK Water Research Centre/Water Authorities Association [Google Scholar]
ASTM F-1216, 1998. Standard practice for rehabilitation of existing pipelines and conduits by the inversion and curing of reisin-impregnated tube. Philadelphia: ASTM Designation [Google Scholar]
Popular Encyclopedia, PWN, 2017, PWN Scientific Publishing House [Google Scholar]
C. Madryas, B. Nienartowicz, L. Skomorowski, 2010. Assumptions to investigations of loading capacity of glass reinforced plastic noncircular modules used to renovation of sewerage channels. ITA-AITES, World Tunnel Congress and 36th General Assembly, Vancouver, Canada, May 14-20, 2010 / National Research Council Canada. [Google Scholar]
B. Nienartowicz, 2012. Rehabilitation of sewer channels : investigations of load capacity of channels renovated with GRP liners. Underground infrastructure of urban areas 2 / eds. Cezary Madryas, Beata Nienartowicz, Arkadiusz Szot. Leiden : CRC Press/Balkema, cop. 2012. pp. 185-194. [Google Scholar]
H. Doll, 2010. Sanierung schadhafter Abwasserkanäle mit verdämmten Kunststoffrohren, statische Aspekte, IRO [Google Scholar]
B. Falter, V. Wagner, 2013. Linerdimensionierung nach DWA-A 143-2. Gelbdruck der 2. Auflage des Merkblattes ATV-M 127-2. 3R 03/2013, pp.26-35 [Google Scholar]

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[1] DWA-A 143-2, 2015. Sanierung von Entwässerungsszstemen außerhalb von Gebäuden-Teil 2: Statische Berechnung zur Sanierung von Abwasserleitungen und-kanälen mit Lining-und Montageverfahren. Deutsche Vereinigung für Wasserwirtschaft, Abwasser und Abfall [Google Scholar]

[2] WRC/SRM, 2001. 4-th ed. Sewerage Rehabilitation Manual. Swindon: UK Water Research Centre/Water Authorities Association [Google Scholar]

[3] ASTM F-1216, 1998. Standard practice for rehabilitation of existing pipelines and conduits by the inversion and curing of reisin-impregnated tube. Philadelphia: ASTM Designation [Google Scholar]

[4] Popular Encyclopedia, PWN, 2017, PWN Scientific Publishing House [Google Scholar]

[5] C. Madryas, B. Nienartowicz, L. Skomorowski, 2010. Assumptions to investigations of loading capacity of glass reinforced plastic noncircular modules used to renovation of sewerage channels. ITA-AITES, World Tunnel Congress and 36th General Assembly, Vancouver, Canada, May 14-20, 2010 / National Research Council Canada. [Google Scholar]

[6] B. Nienartowicz, 2012. Rehabilitation of sewer channels : investigations of load capacity of channels renovated with GRP liners. Underground infrastructure of urban areas 2 / eds. Cezary Madryas, Beata Nienartowicz, Arkadiusz Szot. Leiden : CRC Press/Balkema, cop. 2012. pp. 185-194. [Google Scholar]

[7] H. Doll, 2010. Sanierung schadhafter Abwasserkanäle mit verdämmten Kunststoffrohren, statische Aspekte, IRO [Google Scholar]

[8] B. Falter, V. Wagner, 2013. Linerdimensionierung nach DWA-A 143-2. Gelbdruck der 2. Auflage des Merkblattes ATV-M 127-2. 3R 03/2013, pp.26-35 [Google Scholar]