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Example of sewerage system rehabilitation using trenchless technology

Identyfikatory
Warianty tytułu
PL
Technologie bezwykopowe jako przykład renowacji sieci kanalizacyjnych
Języki publikacji
EN
Abstrakty
EN
The sewerage network in Poland, built in the early 20th century, has been losing its original water-tightness and flow capacity. To bring these characteristics back, rehabilitation works are performed. The initial capacity of sewers can be restored without affecting the urban environment thanks to the trenchless technology. The sewer subjected to rehabilitation receives a new internal leakproof layer capable of preventing groundwater infiltration as well as sewage leaks, which can contaminate the environment. This paper intends to compare the trenchless technology with traditional open cut trench excavation. In the study, two variants of trenchless rehabilitation were considered: one performed with the help of GRP panels and the other using cured-in-place pipe (CIPP) lining. Flow velocities and flow rates in the sewers before and after rehabilitation were compared. Also, selected economic and environmental aspects of sewer rehabilitation methods were examined.
Rocznik
Strony
405--416
Opis fizyczny
Bibliogr. 29 poz., tab., rys.
Twórcy
autor
  • Faculty of Process and Environmental Engineering, Lodz University of Technology, ul. Wólczańska 213, 90-924 Łódź, Poland, phone +48 42 631 37 88
  • Faculty of Process and Environmental Engineering, Lodz University of Technology, ul. Wólczańska 213, 90-924 Łódź, Poland, phone +48 42 631 37 88
Bibliografia
  • [1] Sen Gupta B, Chandrasekaran S, Ibrahim S. A survey of sewer rehabilitation in Malaysia: application of trenchless technologies. Urban Water J. 2001;3:309-315. DOI: 10.1016/S1462-0758(01)00047-4.
  • [2] Wirahadikusumah R, Abraham DM, Iseley T, Prasanth RK. Assessment technologies for sewer system rehabilitation. Automat Constr. 1998;7:259-270. DOI: 10.1016/S0926-5805(97)00071-X.
  • [3] Ariaratnam ST. Survey questionnaire results of the current level of knowledge on trenchless technologies in China. Tunnelling Underground Space Technol. 2010;25:802-810. DOI: 10.1016/j.tust.2009.08.007.
  • [4] Kuliczkowski A, Kubicka U, Parka A. The comparative analysis of standards used in Poland for trenchless rehabilitation of sewage pipes and the problems in design of resin liners. Tunnelling Underground Space Technol. 2010;25:795-801. DOI: 10.1016/j.tust.2010.02.012.
  • [5] Council Directive 91/271/EEC of 21 May 1991 concerning urban waste-water treatment http://data.europa.eu/eli/dir/1991/271/oj.
  • [6] Stanko Š. Reconstruction and Rehabilitation of Sewer Systems in Slovakia. Dangerous Pollutants (Xenobiotics) in Urban Water Cycle. Dordrecht: Springer; 2008;61-70. DOI: 10.1007/978-1-4020-6795-2_7.
  • [7] Zaneldin EK. Trenchless construction: An emerging technology in United Arab Emirates. Tunnelling Underground Space Technol. 2007;22:96-105. DOI: 10.1016/j.tust.2006.04.001.
  • [8] Makar JM. Diagnostic techniques for sewer systems. J Infrastruct Systems. 1999;5(2):69-78. DOI: 10.1061/(ASCE)1076-0342(1999)5:2(69).
  • [9] Roszkowski A. Rehabilitacja przewodów kanalizacyjnych - jak zrobić coś z niczego. Inżynieria Bezwykopowa. 2007;2:80-84. https://inzynieria.com/uploaded/magazines/pdf/ib018s080.pdf.
  • [10] Baur R, Zielichowski-Haber W, Kropp I. Statistical analysis of inspection data for the asset management of sewer networks. 2004. http://apuss.insa-lyon.fr/CityNet/Paper_Rolf_Baur.pdf.
  • [11] Najafi M. Pipeline rehabilitation systems for service life extension. Service Life Estimation and Extension of Civil Engineering Structures. Woodhead Publishing. 2010; 262-289. DOI: 10.1533/9780857090928.2.262.
  • [12] Marlowa D, Goulda S, Lane B. An expert system for assessing the technical and economic risk of pipe rehabilitation options. Expert Syst Appl. 2015;42:8658-8668. DOI: 10.1016/j.eswa.2015.07.020.
  • [13] Syachrani S, Jeong HSD, Rai V, Chae MJ. Iseley T. A risk management approach to safety assessment of trenchless technologies for culvert rehabilitation. Tunnelling Underground Space Technol. 2010;25:681-688. DOI: 10.1016/j.tust.2010.05.005.
  • [14] PN-EN 752-5:2001. Drain and sewer systems outside buildings - Part 5: Rehabilitation (Zewnętrzne systemy kanalizacyjne - Modernizacja). http://sklep.pkn.pl/pn-en-752-5-2001p.html.
  • [15] Yang MD, Su TC. An optimization model of sewage rehabilitation. J Chin Ins Eng. 2007;30:651-659. DOI: 10.1080/02533839.2007.9671292.
  • [16] Chapman DN, Rogers CDF, Burd HJ, Norris PM, Milligan GWE. Research needs for new construction using trenchless technologies. Tunnelling Underground Space Technol. 2007;22:491-502. DOI: 10.1016/j.tust.2007.05.003.
  • [17] Abraham D, Wirahadikusumah R, Short T, Shahbahrami S. Optimization modeling for sewer network management. J Constr Eng Manage. 1998;124:402-410. DOI: 10.1061/(ASCE)0733-9364.
  • [18] http://muenchmeyerassoc.com/pdf/techoverview01.pdf.
  • [19] Matthews J, Selvakumar A, Sterling R, Condit W. Innovative rehabilitation technology demonstration and evaluation program. Tunnelling Underground Space Technol. 2013;39:73-81. DOI: 10.1016/j.tust.2012.02.003.
  • [20] http://www.istt.com/why-trenchless-no-dig.
  • [21] Muraoka M, Wada Y. Life cycle assessment of sewer rehabilitation methods. 11th Int Conf Urban Drainage. Edinburgh: 2008. https://web.sbe.hw.ac.uk/staffprofiles/bdgsa/11th_International_Conference_on_Urban_Drainage_CD/ICUD08/pdfs/153.pdf.
  • [22] Sihabuddin SS, Ariaratnam ST. Methodology for estimating emissions in underground utility construction operations. J Eng Design Technol. 2009;7:37-64. DOI: 10.1108/17260530910947259.
  • [23] Gerasimova V. Underground engineering and trenchless technologies at the defense of environment. Procedia Eng. 2016;165:1395-1401 DOI: 10.1016/j.proeng.2016.11.870.
  • [24] Jaromin K, Jlilati A, Borkowski T, Widomski M, Łagód G. Materials, exploatation manners and roughness coefficient in gravitational sanitation conduits. Ecol Chem Eng A. 2011;18:853-864. http://tchie.uni.opole.pl/ece_a/A_18_7/ECE_A_18(7).pdf.
  • [25] Czél G, Takács D. Determination of hoop direction effective elastic moduli of non-circular profile, fiber reinforced polymer composite sewer liner pipes from lateral ring compression tests. Int J Pres Ves Pip. 2015;134:46-55. DOI: 10.1016/j.ijpvp.2015.08.006.
  • [26] http://www.amiantit.eu/en/products/amiren.
  • [27] Allouche E, Alam S, Simicevic J, Sterling R, Condit W, Matthews J, et al. A pilot study for retrospective evaluation of cured-in-place pipe (CIPP) rehabilitation of municipal gravity sewers. Tunnelling Underground Space Technol. 2014;39:82-93. DOI: 10.1016/j.tust.2012.02.002.
  • [28] Madryas C, Szot A. Structural sensitivity of circular sewer liners to geometrical imperfections. Tunnelling Underground Space Technol. 2003;18:421-434. DOI: 10.1016/S0886-7798(03)00065-8.
  • [29] http://insituform.com/Wastewater/InsituformCIPP.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-41f94786-b928-4ac4-9881-88509ea9322c
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