Sizing and Modeling of the Sewage System in the City of Wroclaw / Wymiarowanie I Modelowanie Kanalizacji Deszczowej We Wrocławiu

[1] Kaźmierczak B, Kotowski A. Environment Protection Engineering. 2012;38(4):127-138. DOI: 10.5277/EPE120411.Search in Google Scholar

[2] Kotowski A. Principles of the Safe Dimensioning of Sewage Systems. Warsaw: Seidel-Przywecki Publishers; 2011.Search in Google Scholar

[3] Capart H, Sillen X, Zech Y. J Hydraulic Res. 1997;35(5):659-670.10.1080/00221689709498400Search in Google Scholar

[4] Cardle JA, Song CCS, Yuan M. J Hydraulics Division. 1989;115(2):169-182.10.1061/(ASCE)0733-9429(1989)115:2(169)Search in Google Scholar

[5] Gironás J, Roesner LA, Davis J. Storm Water Management Model. Applications Manual. Cincinnati: United States Environmental Protection Agency; 2010.Search in Google Scholar

[6] Guo YP. J Hydrologic Eng. 2001;6(6):472-479. DOI: 10.1061/(ASCE)1084-0699.Search in Google Scholar

[7] Huber W, Clannon L, Stouder M. BMP Modeling Concepts and Simulation. Cincinnati: United States Environmental Protection Agency; 2006.Search in Google Scholar

[8] Mignot E, Paquier A, Haider S. J of Hydrology. 2006;327(1-2):186-199. DOI: 10.1016/j.jhydrol.2005.11.026.10.1016/j.jhydrol.2005.11.026Search in Google Scholar

[9] Phillips BC, Yu S, Thompson GR, de Silva N. 1D and 2D Modelling of Urban Drainage Systems using XPSWMM and TUFLOW. 10th International Conference on Urban Drainage, Copenhagen/Denmark; 2005.Search in Google Scholar

[10] Arbeitsblatt ATV-A118: Hydraulische Bemessung und Nachweis von Entwässerungs-systemen. Gfa, Hennef 1999.Search in Google Scholar

[11] Schmitt TG. Kommentar zum Arbeitsblatt A 118 "Hydraulische Bemessung und Nachweis von Entwässerungssystemen". DWA, Hennef; 2000.Search in Google Scholar

[12] Nabil AZ. Adv Water Res. 1983;6(4):214-223.10.1016/0309-1708(83)90059-3Search in Google Scholar

[13] Rossman LA. Storm Water Management Model. Quality Assurance Report: Dynamic Wave Flow Routing. Cincinnati: United States Environmental Protection Agency, National Risk Management Research Laboratory; 2006.Search in Google Scholar

[14] Kaźmierczak B. Simulation investigations of storm water overflows and separators operation in unstable flow conditions to aid drainage system design [PhD Thesis]. Wroclaw: Wroclaw University of Technology; 2011.Search in Google Scholar

[15] Abood MM, Yusuf B, Mohammed TA, Ghazali AH. J of Sci and Technol. 2006;13(4):317-330.Search in Google Scholar

[16] Burian SJ, Brown MJ, McPherson TN. Water Sci Technol. 2002;45(9):269-276.10.2166/wst.2002.0256Search in Google Scholar

[17] Das A. J Irrigat nd Drainage Eng. 2004;130(2):160-165. DOI: 10.1061/(ASCE)0733-9437.Search in Google Scholar

[18] Kalyanapu A J, Burian SJ, McPherson TN. J Spatial Hydrology. 2009;9(2):51-71.Search in Google Scholar

[19] Kaźmierczak B, Kotowski A. Verification of Storm Water Drainage Capacity in Hydrodynamic Modeling. Wrocław: Publishing House of Wrocław University of Technology; 2012.Search in Google Scholar

[20] Skotnicki M. Przegl Komunal. 2005;(5):76.Search in Google Scholar

[21] Zawilski M. Gaz, Woda i Technika Sanitar. 2010;(6):28-32.Search in Google Scholar

[22] Kotowski A. Gaz, Woda i Technika Sanitar. 2006;(6):20-26.Search in Google Scholar

[23] Kotowski A, Kaźmierczak B, Dancewicz A. Precipitation Modeling for Sewage System Sizing. Warsaw: The Publishing House of the Civil Engineering Committee PAN (the Polish Academy of Sciences). The Institute of Basic Technology Problems. Studies in Engineering no.68; 2010.Search in Google Scholar

[24] Schmitt TG, Thomas M. KA - Wasserwirtschaft, Abwasser, Abfall 2000;1(47):63-69. Search in Google Scholar