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Depth-duration-frequency rainfall model for dimensioning and modelling of Wroclaw drainage systems

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
PL
Abstrakty
EN
The paper presents the method for model formation to describe the maximum rainfall depth in Wroclaw for practical applications. Two models have been formulated: a probabilistic model for rainfall frequency range from C = 1 year do C = 100 years, and a physical model for frequency range from C = 1 year do C = 0.1 year. The probabilistic model can be used for dimensioning and modeling effects of sewage or combined sewage systems, for the required EN 752 standard for drainage area. This model, due to the time range of rainfalls (up to 3 days) can be also suitable for determining the volume of the storage reservoirs. The physical model, in turn, allows determination of storm overflows number per year.
Rocznik
Strony
127--138
Opis fizyczny
Bibliogr. 28 poz., tab., rys.
Twórcy
  • Institute of Environmental Protection Engineering, Wrocław University of Technology, pl. Grunwaldzki 9, 50-370 Wrocław, Poland
autor
  • Institute of Environmental Protection Engineering, Wrocław University of Technology, pl. Grunwaldzki 9, 50-370 Wrocław, Poland
Bibliografia
  • [1] KOTOWSKI A., Principles of the safe dimensioning of sewage systems, Seidel–Przywecki Publishers, Warsaw, 2011.
  • [2] KOTOWSKI A., KAŹMIERCZAK B., DANCEWICZ A., The modelling of precipitations for the dimensioning of sewage systems, The Polish Academy of Sciences, Warsaw, 2010.
  • [3] BOGDANOWICZ E., STACHÝ J., Maximum rainfall in Poland. Design characteristics, The Publishing House of the Institute of Meteorology and Water Management, Warsaw, 1998.
  • [4] KOTOWSKI A., Gaz, Woda i Technika Sanitarna, 2006, 6, 20.
  • [5] DZIOPAK J.,HYPIAK J.,Folia Scientiarum Universitatis Technicae Resoviensis, 2011, 58 (2), 21.
  • [6] EDEL R., Street draining, Transport and Communication Publishers, Warsaw, 2006.
  • [7] KAŹMIERCZAK B., KOTOWSKI A., Verification of storm water drainage capacity in hydrodynamic modeling, Oficyna Wydawnicza Politechniki Wrocławskiej, Wrocław, 2012.
  • [8] SCHMITT T., Kommentar zum Arbeitsblatt A 118 Hydraulische Bemessung und Nachweis von Entwässerungssystemen, DWA, Hennef, 2000.
  • [9] SCHMITT T.,THOMAS M., KA – Wasserwirtschaft, Abwasser, Abfall, 2000, 47 (1), 63.
  • [10] LICZNAR P., Generators of synthetic precipitation series for modeling stormwater and combined sewage, The Publishing House of Wrocław University of Environmental and Life Studies, Wrocław, 2009.
  • [11] LICZNAR P.,ŁOMOTOWSKI J.,RUPP D.E.,Atmospheric Research, 2011, 99 (3–4), 563.
  • [12] LICZNAR P.,SCHMITT T.G.,RUPP D.E.,Acta Geophysica, 2011, 59, 1013.
  • [13] RUPP D.E.,LICZNAR P.,ADAMOWSKI W.,LEŚNIEWSKI M., Hydrol. Earth Syst. Sci., 2012, 16, 671.
  • [14] MEHROTRA R.,SHARMA A., J. Hydrol., 2007, 335 (1–2), 180.
  • [15] MEHROTRA R.,SHARMA A.,J. Hydrol., 2007, 345 (1–2), 102.
  • [16] DZIOPAK J., SŁYŚ D., Classic and pump-gravitational storage reservoirs modeling in sewage systems, The Publishing House of Rzeszów University of Technology, Rzeszów, 2007.
  • [17] ROSSMAN L.A., Storm Water Management Model. User’s Manual, United States Environmental Protection Agency, Cincinnati, 2010.
  • [18] SCHMITT T.,THOMAS M.,ETTRICH N., J. Hydrol., 2004, 299, 300.
  • [19] SŁYŚD.,DZIOPAK J., Pol. J. Environ. Stud., 2011, 20 (3), 743.
  • [20] SŁYŚ D., DZIOPAK J., STEC A., Hydrodynamic modeling of detention canal, Underground Infrastructure of Urban Areas 2, London, 2011, 243.
  • [21] KOTOWSKI A.,KAŹMIERCZAK B.,DANCEWICZ A., Ochr. Środ., 2010, 32 (4), 37.
  • [22] KOTOWSKI A.,DANCEWICZ A.,KAŹMIERCZAK B., Environ. Prot. Eng., 2011, 37 (2), 23.
  • [23] GUPTA R.D.,KUNDU D., J. Stat. Comput. Sim., 2001, 69 (4), 315.
  • [24] GUPTA R.D.,KUNDU D.,J. Stat. Plan. Infer., 2007, 137, 3537.
  • [25] JAMALUDIN S.,JEMAIN A.A.,J. Tekn., 2007, 46 (C), 33.
  • [26] ZHANG J.,WU Y.,Comput. Stat. Data An., 2005, 49 (3), 709.
  • [27] KONISHI S.,KITAGAWA G.,Information Criteria and Statistical Modeling, Springer, 2008.
  • [28] OZGA-ZIELIŃSKA M.,BRZEZIŃSKI J.,Applied hydrology, PWN, Warsaw, 1997.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-82a54760-78a2-4eb5-8ec3-405d579ab42b
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