Odour emission from primary settling tanks after air-tightening
The purpose of the present article was to determine odour emission rate from primary settling tanks after hermetisation. The paper presents the results of the research on odour emission from four settling tanks, covered with self-supporting aluminium domes with a diameter of 52 meters, located on ur...
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doaj-6b8c3abe70ad4d118fc2efa2184ff2462021-09-05T14:01:02ZengSciendoPolish Journal of Chemical Technology1899-47412020-12-01224222710.2478/pjct-2020-0034pjct-2020-0034Odour emission from primary settling tanks after air-tighteningFriedrich Małgorzata0Mizerna-Nowotna Paulina1Latzke Filip2West Pomeranian University of Technology Szczecin, Faculty of Chemical Technology and Engineering, Department of Chemical and Process Engineering, Piastów Avenue 42, 71-065Szczecin, PolandAQUANET S.A., ul. Dolna Wilda 126, 61-492Poznań, PolandWest Pomeranian University of Technology Szczecin, Faculty of Chemical Technology and Engineering, Piastów Avenue 42, 71-065Szczecin, PolandThe purpose of the present article was to determine odour emission rate from primary settling tanks after hermetisation. The paper presents the results of the research on odour emission from four settling tanks, covered with self-supporting aluminium domes with a diameter of 52 meters, located on urban wastewater treatment plants, with the planned flow capacity equal to 200 000 m3/day. Altogether, the olfactometry analysis of 189 samples of polluted air pulled from the domes with the use of an air blower which has efficiency of 12 000 m3/h was conducted. The results of odour concentration measurements were in a range of approximately 10 800 to 763 600 ouE/m3. Average odour emission rate was equal to 102 ouE/(s · m2). The obtained value is much higher than the literature data, available for non-hermetised settlers only. This rate enables better estimation of the odour stream that has to be deodorised after sealing the settling tanks.https://doi.org/10.2478/pjct-2020-0034odour emissionodour emission rateair tighteningprimary settling tankwastewater treatment plant |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Friedrich Małgorzata Mizerna-Nowotna Paulina Latzke Filip |
spellingShingle |
Friedrich Małgorzata Mizerna-Nowotna Paulina Latzke Filip Odour emission from primary settling tanks after air-tightening Polish Journal of Chemical Technology odour emission odour emission rate air tightening primary settling tank wastewater treatment plant |
author_facet |
Friedrich Małgorzata Mizerna-Nowotna Paulina Latzke Filip |
author_sort |
Friedrich Małgorzata |
title |
Odour emission from primary settling tanks after air-tightening |
title_short |
Odour emission from primary settling tanks after air-tightening |
title_full |
Odour emission from primary settling tanks after air-tightening |
title_fullStr |
Odour emission from primary settling tanks after air-tightening |
title_full_unstemmed |
Odour emission from primary settling tanks after air-tightening |
title_sort |
odour emission from primary settling tanks after air-tightening |
publisher |
Sciendo |
series |
Polish Journal of Chemical Technology |
issn |
1899-4741 |
publishDate |
2020-12-01 |
description |
The purpose of the present article was to determine odour emission rate from primary settling tanks after hermetisation. The paper presents the results of the research on odour emission from four settling tanks, covered with self-supporting aluminium domes with a diameter of 52 meters, located on urban wastewater treatment plants, with the planned flow capacity equal to 200 000 m3/day. Altogether, the olfactometry analysis of 189 samples of polluted air pulled from the domes with the use of an air blower which has efficiency of 12 000 m3/h was conducted. The results of odour concentration measurements were in a range of approximately 10 800 to 763 600 ouE/m3. Average odour emission rate was equal to 102 ouE/(s · m2). The obtained value is much higher than the literature data, available for non-hermetised settlers only. This rate enables better estimation of the odour stream that has to be deodorised after sealing the settling tanks. |
topic |
odour emission odour emission rate air tightening primary settling tank wastewater treatment plant |
url |
https://doi.org/10.2478/pjct-2020-0034 |
work_keys_str_mv |
AT friedrichmałgorzata odouremissionfromprimarysettlingtanksafterairtightening AT mizernanowotnapaulina odouremissionfromprimarysettlingtanksafterairtightening AT latzkefilip odouremissionfromprimarysettlingtanksafterairtightening |
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