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<dc:title xml:lang="pl"><![CDATA[Hydrological Modeling-Based Assessment of the Impact of Urbanization on Runoff From Watercourse Catchments]]></dc:title>
<dc:creator><![CDATA[Jamry, Hubert]]></dc:creator>
<dc:creator><![CDATA[Wdowikowski, Marcin]]></dc:creator>
<dc:creator><![CDATA[Wartalska, Katarzyna]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[hydrological modelling]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[stormwater management]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[urbanized catchment]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[SCALGO Live]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[SWMM]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[Urban expansion significantly alters natural hydrological regimes and increases the risk of flooding, particularly in suburban catchments undergoing rapid land-use transformation. The replacement of permeable surfaces with impervious infrastructure reduces infiltration and increases pressure on existing drainage systems. This study evaluates the hydraulic performance of a suburban catchment in southwestern Poland (18.78 km2) using an integrated modelling approach combining SWMM hydrodynamic simulations with high-resolution (1 m) terrain analysis in SCALGO Live Poland.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[Results show that an imperviousness level of approximately 18% is sufficient to exceed the hydraulic capacity of the drainage system during design rainfall events. The introduction of two retention reservoirs (total capacity 180 000 m3) reduced peak flows by 32% and eliminated 93% of high-risk flood zones. The study highlights the importance of integrated hydrological modelling for planning effective stormwater retention strategies in rapidly urbanizing catchments.]]></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[2026]]></dc:date>
<dc:type xml:lang="pl"><![CDATA[artykuł]]></dc:type>
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<dc:identifier><![CDATA[http://zbc.uz.zgora.pl/Content/97516/ceer_2026_2_6_jamry_hydrological.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/dlibra/publication/109228/edition/97516/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:97516]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), no 36, vol. 2]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:109228]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
<dc:rights xml:lang="pl"><![CDATA[CC 4.0]]></dc:rights>
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