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<dc:title xml:lang="pl"><![CDATA[Emporal and spatial variability of rainfall in modelling of stormwater outflows]]></dc:title>
<dc:creator><![CDATA[Nowogoński, Ireneusz]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[rainfall]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[storm water]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[runoff]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[drainage]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[modeling]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[SWMM]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[opady]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[woda deszczowa]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[spływ]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[drenaż]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[modelowanie]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[The article presents issues related to modeling of the rainfall-runoff phenomenon. As factors influencing the simulation results, the velocity and direction of precipitation relative to the drainage basin were indicated. The possibility of underestimating the crosssections of rainwater channels as a result of overlapping rain wave directions and the dominant flow direction in the rainwater channel network was pointed out. The research results to date indicate a reduction in the symptoms of this phenomenon as the complexity of the channel network increases. The final verification was based on the actual catchment. Calculations were made using the Epa SWMM 5.1.013 software. The results are presented in a graphic form to illustrate the variability of stormwater outflow.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[tytuł dodatkowy: Prace z Inżynierii Lądowej i Środowiska]]></dc:description>
<dc:publisher><![CDATA[Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego]]></dc:publisher>
<dc:contributor><![CDATA[Kuczyński, Tadeusz - red.]]></dc:contributor>
<dc:date><![CDATA[2019]]></dc:date>
<dc:type xml:lang="pl"><![CDATA[artykuł]]></dc:type>
<dc:format xml:lang="pl"><![CDATA[application/pdf]]></dc:format>
<dc:identifier><![CDATA[http://www.zbc.uz.zgora.pl/repozytorium/Content/72248/ceer2019_4_nowogonski_emporal.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/79513/edition/72248/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:72248]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 29, vol. 4]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:79513]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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