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Hydrodynamic modelling of the combined sewage system for the city of Przemyśl

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Języki publikacji
EN
Abstrakty
EN
The paper presents results of studies on hydraulic parameters characterizing various variants of modernization of sewage system serving the city of Przemyśl. In the research work, a hydrodynamic model of urban catchment area with its sewage network cooperating with a sewage pumping station, storm overflow and retention reservoirs was developed with the use of Storm Water Management Model (SWMM) software. In the analysis, actual pluviometer records were used as input data.
Rocznik
Strony
99--112
Opis fizyczny
Bibliogr. 22 poz., tab., rys.
Twórcy
autor
  • Rzeszów University of Technology, Department of Infrastructure and Sustainable Development, al. Powstańców Warszawy 6, 35-082 Rzeszów, Poland
autor
  • Rzeszów University of Technology, Department of Infrastructure and Sustainable Development, al. Powstańców Warszawy 6, 35-082 Rzeszów, Poland
Bibliografia
  • [1] EN 752, Drain and sewer systems outside buildings, 2008.
  • [2] JAMES W., Rules for responsible modeling, Computational Hydraulics International, Guelph, Ontario, 2003.
  • [3] KOTOWSKI A.,Basics of safe dimensioning of drainage areas, Seidel–Przywecki, Warszawa, 2011.
  • [4] PARK H.,JOHNSON T.J.,Water Res., 1998, 6, 1948.
  • [5] SŁYŚD.,DZIOPAK J., Pol. J. Environ. Stud., 2011, 3, 743.
  • [6] SŁYŚD.,Environ. Prot. Eng., 2010, 3, 113.
  • [7] ZAWILSKI M.,SAKSON G.,Modeling of sewage systems using SWMM software, [in:] J. Łomotowski (Ed.), Problems of rainwater management, Seidel–Przywecki, Warszawa, 2008, 352.
  • [8] KAŹMIERCZAK B., KOTOWSKI A., Verification of storm water drainage capacity in hydrodynamic modeling, Wrocław University of Technology, Wrocław, 2012.
  • [9] ZAWILSKI M.,SAKSON G., Gas, Water and Sanitary Engineering, 2007, 2, 10.
  • [10] STEC A.,HYPIAK J., Instal,, 2011, 2, 38.
  • [11] JANG S.,CHO M.,YOON J.,YOON Y.,KIM S.,KIM G.,KIM L.,AKSOY H.,Desalination, 2007, 212, 344.
  • [12] EPA SWMM v.5.018. Manual v.5.0. US Environmental Protection Agency, http://www.epa.gov/ednnrmrl/models/swmm/.
  • [13] PARK S.Y.,LEE K.W.,PARK I.H.,HA S.R.,Desalination, 2008, 226, 328.
  • [14] American Society of Civil Engineers, Task Committee on Hydrology Handbook, ASCE Publications, 1996.
  • [15] Dz.U. nr 137, poz. 984, Decree of Ministry of the Environment of July 24, 2006 concerning conditions that have to be fulfilled while discharging sewage to water or ground and on substances particularly harmful for the water environment.
  • [16] SKOTNICKI M., SOWIŃSKI M., Verification of subcatchment hydraulic width evaluation method exemplified by real urban catchment, [in:] M. Kwietniewski, J. Sawicki, M. Zawilski (Eds.), Modeling of the sewer systems, Scientific Papers of The Warsaw University of Technology, Environmental Engineering, Warsaw, 2009, 57, 27.
  • [17] CHEN J.,ADAMS B.,Adv. Water Resour., 2005, 28, 377.
  • [18] ELLIOTT A.,TROWSDALE S.,Environ. Modell. Softw., 2007, 22, 394.
  • [19] SŁYŚ D., DZIOPAK J., The importance of the planned storage reservoirs for functioning of combined sewage system in the Zasanie district of the city of Przemyśl and their impact on the stage of the San River, Report, Cracow–Rzeszow, 2008.
  • [20] KOTOWSKI A.,DANCEWICZ A.,KAŹMIERCZAK B.,Environ. Prot. Eng., 2011, 2, 23.
  • [21] KOTOWSKI A., DANCEWICZ A., KAŹMIERCZAK B., Modeling of precipitation for dimensioning of sewage system, Polish Academy of Sciences, Warsaw, 2010.
  • [22] KOTOWSKI A.,DANCEWICZ A.,KAŹMIERCZAK B., Ochrona Środowiska, 2010, 4, 37.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5c7d5e66-560d-4515-8b87-dae5735da900
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