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Analysis of risk of failure in water main pipe network and of delivering poor quality water

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The method of identifying areas of risk of failure in water pipe network has been presented including presentation and analysis of risk factors for failure in water main pipe network, the proposal of the method for identifying risk areas using a simulation model of the water distribution subsystems (WDS) operation, and an example of application. In the hydraulic model, the failures of main water pipes as well as the operation of the WDS in the case of contamination were simulated. The proposed method consists of preparing the so-called risk maps and the designation of areas in which the limit values for the identified risk, the first type and the second type according to the assumed risk categories (tolerated, controlled and unacceptable) were exceeded.
Rocznik
Strony
77--92
Opis fizyczny
Bibliogr. 22 poz., tab., rys.
Twórcy
autor
  • Department of Water Supply and Sewage Systems, Rzeszów University of Technology, al. Powstańców Warszawy 6, 35-959 Rzeszów, Poland
  • Department of Water Supply and Sewage Systems, Rzeszów University of Technology, al. Powstańców Warszawy 6, 35-959 Rzeszów, Poland
Bibliografia
  • [1] World Health Organization, Guidelines for drinking-water quality, 3rd Ed., World Health Organization, Geneva 2004.
  • [2] RAK J., Some aspects of risk management in waterworks, Ochr. Środ., 2007, 29 (4), 61 (in Polish).
  • [3] RAK J., PIETRUCHA K., Some factors of crisis management in water supply system, Environ. Prot. Eng., 2008, 34 (2), 57.
  • [4] TCHÓRZEWSKA-CIEŚLAK B., Estimating the acceptance of bearing the cost of the risks associated with the management of water supply system, Ochr. Środ., 2007, 29 (3), 69 (in Polish).
  • [5] TCHÓRZEWSKA-CIEŚLAK B., BORYCZKO K., Analysis of undesirable events scenarios in water supply system by means of fault tree method, J. KONBiN, 2010, 2, 3 (14, 15), 317.
  • [6] ZIMOCH I., ŁOBOS E., Comprehensive interpretation of safety of wide water supply systems, Environ. Prot. Eng., 2012, 38 (3), 107.
  • [7] WEBER P., SIMON C., THEILLIOL D., PUIG V., Control allocation of k-out-of-n systems based on Bayesian network reliability model. Application to a drinking water network, [in:] A. Grall, C. Bérenguer, C. Guedes Soares (Eds.), Advances in Safety, Reliability and Risk Management, Taylor & Francis Group, London 2012, 533–540.
  • [8] BYLEVELD P.M., DEERE D., DAVISON A., Water safety plans: planning for adverse events and communicating with consumers, J. Water Health, 2008, 6 (S1), 1.
  • [9] SADIQ R., SAINT-MARTIN E., KLEINER Y., Predicting risk of water quality failures in distribution networks under uncertainties using fault-tree analysis, Urban Water J., 2008, 5 (4), 287.
  • [10] WINSTON G., LEVENTHAL A., Unintentional drinking-water contamination events of unknown origin: surrogate for terrorism preparedness, J. Water Health, 2008, 6 (S1), 11.
  • [11] HRUDEY S.E., Drinking water quality – a risk management approach, Water, 2001, 26 (1), 29.
  • [12] TCHÓRZEWSKA CIEŚLAK B., BORYCZKO K., EID M., Failure scenarios in water supply system by means of fault tree analysis, [in:] A. Grall, C. Bérenguer, C. Guedes Soares (Eds.), Advances in Safety, Reliability and Risk Management, Taylor & Francis Group, London 2012, 2492–2499.
  • [13] TCHÓRZEWSKA-CIEŚLAK B., Water supply system reliability management, Environ. Prot. Eng., 2009 (35) 2, 29.
  • [14] MAYS L., Water Supply Systems Security, McGraw-Hill Professional Publishing, New York 2004.
  • [15] KAPLAN S., GARRICK B.J., On the quantative definition of risk, Risk Anal., 1981, 1 (1), 11.
  • [16] BORYCZKO K., TCHÓRZEWSKA-CIEŚLAK B., Maps of risk in water distribution subsystem, 11th International Probabilistic Safety Assessment and Management Conference and the Annual European Safety and Reliability Conference 2012, Curran Associates, Inc., Helsinki 2012, 1, 5832– 5841.
  • [17] HOTLOŚ H., Quantitative assessment of the influence of water pressure on the reliability of waterpipe networks in service, Environ. Prot. Eng., 2010, 36 (3), 103.
  • [18] FERWTRELL L., BARTRAM J., Water Quality: Guidelines Standards Health. Assessment of Risk Management for Water Related Infection Disease, IWA Publishing, London 2001.
  • [19] KOTOWSKI A., SZEWCZYK H., CIEŻAK W., Entrance loss coefficients in pipe hydraulic systems, Environ. Prot. Eng., 2011, 37 (4), 105.
  • [20] ZIMOCH I., Pressure control as part of risk management for a water pipe network in service, Ochr. Środ., 2012, 34 (4), 57 (in Polish).
  • [21] SIWOŃ Z., CIEŻAK W., CIEŻAK J., Neural network models of hourly water demand time series in housing areas, Ochr. Środ., 2011, 33 (2), 23 (in Polish).
  • [22] BORYCZKO K., PIEGDON I., EID M., Collective water supply systems risk analysis model by means of RENO software, [in:] R.D.J.M. Steenbergen, P.H.A.J.M. van Gelder, S. Miraglia, A.C.W.M. Vrouwenvelder (Eds.), Safety, Reliability and Risk Analysis. Beyond the Horizon, Taylor & Francis Group, London 2014, 1987–1992.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-196ebaae-dacc-4917-945e-26e7296bf3d2
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