Ecological safety regulation of A/DAT-IAT process for municipal wastewater treatment
Four controlling parameters of A/DAT-IAT process for municipal wastewater treatment, i. e., operation period (T), external recycled rate (R1), internal recycled rate (R2), and mixed liquid suspended solid concentration (MLSS), were studied by orthogonal experiments, and the regular and ecotoxicological indicators of the effluents were examined. The results showed that the optimum conditions of regular indicators removal were T = 3 h, R1 = 20%, R2 = 150%, and MLSS = 5000 mg x L(-1), and the optimum conditions of ecotoxicological indicators removal were T = 3 h, R1 = 20%, R2 = 150%, and MLSS = 3000 mg x L(-1). The reason which caused the difference of the two optimum conditions might be that there were some non-biodegradable organic matters having certain ecological toxic effects and some organic matters whose ecological toxicity increased after hydrolysis and acidification. Adding flocculants and properly choosing controlling parameters were suggested to improve the regular and ecotoxicological indicators of the effluent.
Medienart: |
Artikel |
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Erscheinungsjahr: |
2009 |
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Erschienen: |
2009 |
Enthalten in: |
Zur Gesamtaufnahme - volume:20 |
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Enthalten in: |
Ying yong sheng tai xue bao = The journal of applied ecology - 20(2009), 5 vom: 01. Mai, Seite 1209-13 |
Sprache: |
Chinesisch |
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Beteiligte Personen: |
Zhu, Shuang [VerfasserIn] |
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Themen: |
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Anmerkungen: |
Date Completed 10.12.2010 Date Revised 01.12.2018 published: Print Citation Status MEDLINE |
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Förderinstitution / Projekttitel: |
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PPN (Katalog-ID): |
NLM191817236 |
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500 | |a Date Completed 10.12.2010 | ||
500 | |a Date Revised 01.12.2018 | ||
500 | |a published: Print | ||
500 | |a Citation Status MEDLINE | ||
520 | |a Four controlling parameters of A/DAT-IAT process for municipal wastewater treatment, i. e., operation period (T), external recycled rate (R1), internal recycled rate (R2), and mixed liquid suspended solid concentration (MLSS), were studied by orthogonal experiments, and the regular and ecotoxicological indicators of the effluents were examined. The results showed that the optimum conditions of regular indicators removal were T = 3 h, R1 = 20%, R2 = 150%, and MLSS = 5000 mg x L(-1), and the optimum conditions of ecotoxicological indicators removal were T = 3 h, R1 = 20%, R2 = 150%, and MLSS = 3000 mg x L(-1). The reason which caused the difference of the two optimum conditions might be that there were some non-biodegradable organic matters having certain ecological toxic effects and some organic matters whose ecological toxicity increased after hydrolysis and acidification. Adding flocculants and properly choosing controlling parameters were suggested to improve the regular and ecotoxicological indicators of the effluent | ||
650 | 4 | |a Journal Article | |
650 | 4 | |a Research Support, Non-U.S. Gov't | |
700 | 1 | |a Hua, Tao |e verfasserin |4 aut | |
700 | 1 | |a Zhou, Qi-Xing |e verfasserin |4 aut | |
700 | 1 | |a Wu, Qiong |e verfasserin |4 aut | |
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