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Simulation model of contamination threat assessment in water network using the EPANET software

Identyfikatory
Warianty tytułu
PL
Model symulacji zagrożenia zanieczyszczeniami w sieci wodociągowej z użyciem programu EPANET
Języki publikacji
EN
Abstrakty
EN
The aim of this study is to assess the risk of failure of group water network in case of raw water contamination. The analysis was based on qualitative simulation performed in hydraulic water network model developed in the EPANET software. It was focused on the quantitative description of the consequences of chemically contaminated water. The methodology of risk assessment relies in determining the consequences of the supply water containing contamination threatening the health and lives of water consumers. The research methodology is as follows: development of a hydraulic model of the water pipeline and it’s hydraulic verification, computer simulations of contamination propagation, calculating the dose delivered to the i-th section of the water supply system supplying water to Ni recipients and the mass of a substance that enters the body li. The simulation results indicate the spread of contamination that after 24 h covered most of the area supplied with water. The load delivered to the resident obtaining water from the i-th section of the water supply network, Li/Ni, was up to 18 g·d-1, at least 15 g·d-1 was received by 34.9% of the population, 10-15 g·d-1 by 12.5% of the residents, 5-10 g·d-1 by 10.7% of the residents, 0-5 g·d-1 by 41.7% of the residents and uncontaminated water was delivered to only 13.3% of the consumers. The dose taken by the statistical consumer (calculated as for adults) l is up to 0.8 g for Li/Ni = 18 g·d-1 and is proportional to Li/Ni.
Rocznik
Strony
425--433
Opis fizyczny
Bibliogr. 34 poz., rys., wykr.
Twórcy
  • Department of Water Supply and Sewerage Systems, Faculty of Civil and Environmental Engineering, Rzeszow University of Technology, al. Powstańców Warszawy 6, 35-959 Rzeszów, Poland
  • Department of Water Supply and Sewerage Systems, Faculty of Civil and Environmental Engineering, Rzeszow University of Technology, al. Powstańców Warszawy 6, 35-959 Rzeszów, Poland
Bibliografia
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  • [17] Schwartz R, Lahav O, Ostfeld A. Water Res. 2014;63:271-284. DOI: 10.1016/j.watres.2014.06.030.
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  • [24] Blokker M, Smeets P, Medema G. Procedia Eng. 2014;89:151-159. DOI: 10.1016/j.proeng.2014.11.171.
  • [25] Xin K, Tao T, Wang Y, Liu S. Front Environment Sci Eng. 2012;6:839-848. DOI: 10.1007/s11783-012-0409-8.
  • [26] Aminravan F, Sadiq R, Hoorfar M, Rodriguez MJ, Najjaran H. Expert Syst Appl. 2015;42:3813-3831. DOI: 10.1016/j.eswa.2014.11.014.
  • [27] Ondrejka Harbulakova V, Purcz P, Estokova A, Luptakova A, Repka M. Chem Eng Trans. 2015;43:2221-2226. DOI: 10.3303/CET1543371.
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  • [29] Rak JR. Environ Prot Eng. 2009;2:23-28. http://epe.pwr.wroc.pl/2009/Rak_2-2009b.pdf.
  • [30] Besner MC, Prévost M, Regli S. Water Res. 2011;45:961-979. DOI: 10.1016/j.watres.2010.10.035.
  • [31] Davis MJ, Janke R, Magnuson ML. Risk Anal. 2014;34:498-513. DOI: 10.1111/risa.12107.
  • [32] Liu S, Che H, Smith K, Chang T. J Environ Manage. 2015;154:13-21. DOI: 10.1016/j.jenvman.2015.02.023.
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Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-258d148f-7ae6-4d2f-af1b-889526dc2a75
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