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<dc:title xml:lang="pl"><![CDATA[Dewaterability of thermal conditioned sewage sludge after anaerobic stabilization = Efektywność odwadniania termicznie kondycjonowanych osadów ściekowych poddanych stabilizacji beztlenowej]]></dc:title>
<dc:creator><![CDATA[Małkowski, Mariusz]]></dc:creator>
<dc:creator><![CDATA[Wolski, Paweł]]></dc:creator>
<dc:creator><![CDATA[Wolny, Lidia]]></dc:creator>
<dc:subject xml:lang="pl"><![CDATA[osady ściekowe]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[kondycjonowanie termiczne]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[stabilizacja beztlenowa]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[odwadnianie]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[sewage sludge]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[thermal conditioning]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[anaerobic stabilization]]></dc:subject>
<dc:subject xml:lang="pl"><![CDATA[dewatering]]></dc:subject>
<dc:description xml:lang="pl"><![CDATA[Thermal pretreatment of sewage sludge influences the improvement of biochemical decomposition of sludge in the anaerobic stabilization process. At the same time the ratio of fermentation impacts on the effectiveness of sludge dewatering. The aim of investigation was the evaluation of thermal conditioned excess sludge dewaterability after anaerobic stabilization process.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[In the tests excess and digested (10%) sludge from municipal wastewater treatment plant was used. Experiments were carried out in the laboratory flasks filled with the tested sludge and located in the laboratory incubator. Unconditioned and conditioned sludge in temperature of 50, 60, 70, 80 and 90°C was stabilised during 10 days.]]></dc:description>
<dc:description xml:lang="pl"><![CDATA[In each day of the process the capillary suction time (CST), thickening degree and dry matter content were determinated. Thermal conditioning of excess sludge influenced the increase of CST values. For sludge after mesophilic anaerobic stabilization in the successive days of the process, the decrease of CST values, dry matter content and thickening degree were noticed.]]></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[Kuczma, Mieczysław - red.]]></dc:contributor>
<dc:date><![CDATA[2011]]></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/47204/CEER6-09_M.Ma%C5%82kowski-et.al.pdf]]></dc:identifier>
<dc:identifier><![CDATA[https://zbc.uz.zgora.pl/repozytorium/dlibra/publication/55323/edition/47204/content]]></dc:identifier>
<dc:identifier><![CDATA[oai:zbc.uz.zgora.pl:47204]]></dc:identifier>
<dc:source xml:lang="pl"><![CDATA[Civil and Environmental Engineering Reports (CEER), No 6]]></dc:source>
<dc:language><![CDATA[eng]]></dc:language>
<dc:relation><![CDATA[oai:zbc.uz.zgora.pl:publication:55323]]></dc:relation>
<dc:rights xml:lang="pl"><![CDATA[Biblioteka Uniwersytetu Zielonogórskiego]]></dc:rights>
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