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Approach to assessing the consequences of emergencies in sewer tunnels

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper deals with the approach to assessing the consequences of emergencies in sewer tunnels based on multicriteria analysis. A detailed analysis was performed of tendencies of research interests and areas in the world concerning the issue of the reliability of sewer networks. The main causes of deterioration of sewer tunnels resulting in the occurrence of emergencies were identified. A classification was proposed of the factors of their deterioration according to the following groups: production factors; factors of durability of materials of linear portions of a network; organizational and technological factors; operational factors; factors of the external operating environment. The main groups of consequences caused by emergencies were classified; in particular, the following groups were identified: ecological, economic, technical, social, innovative. The method was proposed for determining ranks of consequences of an emergency by means of the corresponding scale of ranks developed by the authors and the system of their determination. The main criteria and the range of their values were determined according to which an assessment is given and a rank is determined according to the emergency.
Rocznik
Strony
65--73
Opis fizyczny
Bibliogr. 20 poz.
Twórcy
  • Doctor of Engineering Sciences, Prof.; Department of Computer Science and Information Technology, Kharkiv National University of Civil Engineering and Architecture, Sumskaya st., 40, Kharkiv, Ukraine
  • PhD, Associate Prof.; Department of building technology, Kharkiv National University of Civil Engineering and Architecture, Sumskaya st., 40, Kharkiv, Ukraine
  • PhD, Associate Prof.; Department of Computer Science and Information Technology, Kharkiv National University of Civil Engineering and Architecture, Sumskaya st., 40, Kharkiv, Ukraine
Bibliografia
  • [1] Anbari, M. (2017). Risk assessment model to prioritize sewer pipes inspection in wastewater collection networks. Journal of environmental management, 190, 91-101.
  • [2] Stanic, N. (2017). A technology for sewer pipe inspection (part 1): Design, calibration, corrections and potential application of a laser profiler. Automation in Construction, 75, 91-107.
  • [3] Kaushal, V., Young, V. (2017). Microbiologically Induced Concrete Corrosion in Sanitary Sewer Systems. Trenchless Technology and Pipe Conference TX, 6, 254-256.
  • [4] Noeiaghaei, T., Mukherjee, A., Dhami, N., Chae, S.- R. (2017). Biogenic deterioration of concrete and its mitigation technologies. Construction and Building Materials, 149, 575-586.
  • [5] Johnstone, D. (2017). The use of epoxy and polymer modified cementitious coatings to re-line old concrete and brick manholes and sewer structures. Corrosion and Prevention, 2, 845-852.
  • [6] Dong, Q. (2017). Microbial character related sulfur cycle under dynamic environmental factors based on the microbial population analysis in sewerage system. Frontiers in microbiology, 8.
  • [7] Roscher, H. (2015). Rehabilitation von Rohrleitungen Sanierung und Erneuerung von Verund Entsorgungsnetzen Weiterbildendes. Bauhaus- Univ. Weimar, Weiterbildendes Studium Wasser und Umwelt.
  • [8] Jeyapalan, J.K., Gipson, B., Biesalski, M., (2015). An Evaluation of Trenchless Point Repair Solutions for Pipes of Varying Inner Diameter and Offset Joints. Pipelines 2015: Recent Advances in Underground Pipeline Engineering and Construction.
  • [9] Sterling, R., Alam, S., Allouche, E., Condit, W., Matthews, J. (2015). Studying the Life-cycle Performance of Gravity Sewer Rehabilitation Liners in North America. Procedia Engineering, 165, 251-258.
  • [10] Wilson, D., Filion, Y. I. (2017). Moore State-of-theart review of water pipe failure prediction models and applicability to large-diameter mains. Urban Water Journal, 14(2), 173-184.
  • [11] Goncharenko, D.F., Ubyivovk, Harmash, O.O., Gorokh, M.P. (2019). Restoration of urban underground workings using secondary polymer composites. Naukovyi Visnyk NHU, 1, 110-116.
  • [12] Goncharenk , D., Bondarenko, D., Starkova, O. (2018). Repair and refurbishment technologies for inspection shafts in deep-level sewer tunnels. World Journal of Engineering, 15(1), 48-53.
  • [13] Goncharenko, D., Starkova, O., Aleinikova, A., Kolomiiets, Y. (2018). Efficient method of eliminating accidental damage of sewer tunnel. MATEC Web of Conferences, 230, 02011.
  • [14] Programma razvitiya KP “Khar’kovvodokanal” do 2026 goda. (2012). Khar’kov.
  • [15] Starkova, O.V., ed. (2017). Methodological bases of extension of operational life of underground engineering networks. Kharkiv: Raritety Ukrainy.
  • [16] Aleinikova, A. (2016). Methods for evaluating the economic efficiency of water supply lines restoration based on the findings of teleinspection. Actual Problems of Economics, 8(182), 224-229.
  • [17] Praetorius, S., Schößer, B. (2015). Bentonithandbuch. Ringspaltschmierung für den Rohrvortrieb Bauingenieur-Praxis. Kartoniert Ernst & Sohn.
  • [18] Körkemeyer, K. (2015). State-of-the-art sewer construction using precast elements. Qualitätssicherung und Fehlervermeidung. Betonwerk- und Fertigteiltechnik (BFT), 2, 180-183.
  • [19] Demina, O.I., Plugin, A.A., Dedenyova, E.B. (2017). Interaction of Portland cement hydration products with complex chemical additives containing fiberglass in moisture-proof cement compositions. Functional Materials, 3, 415-419.
  • [20] https://math.semestr.ru/corel/concordance.php
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-f5194675-ff02-4bfb-9f50-62d075689cf9
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