Influence of temperature on the performance of anaerobic treatment systems of municipal wastewater

Detalhes bibliográficos
Autor(a) principal: Santos, Silvânia Lucas dos
Data de Publicação: 2018
Outros Autores: Chaves, Sílvia Raphaele Morais, Haandel, Adrianus van
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UFRN
Texto Completo: https://repositorio.ufrn.br/handle/123456789/30546
Resumo: Anaerobic sewage treatment systems, especially upflow anaerobic sludge blanket (UASB) reactors, have found wide application over the past decades, particularly in regions with a warm climate. A low sewage temperature is generally considered as a factor contributing to poor performance, characterized by an increase of the COD fractions in the effluent and the generated sludge, and decreasing the fraction that is transformed into methane. An experimental investigation was carried out at pilot scale to establish the values of the three COD fractions for different values of temperature and the applied organic load. The sludge age of the anaerobic treatment, together with temperature, was identified as the main operational variable that affects the efficiency of anaerobic treatment. An empirical expression was derived for the values of the three factions as a function of these two variables. From the results of the experimental investigation it was apparent that there is no point in applying a sludge age of more than 100 d, when the reactor is near its best performance. An expression was derived to establish the hydraulic retention time for maximum digestion efficiency as a function of temperature, concentration and composition of organic material and sludge mass. It was established that the main limit to the sludge hold-up in UASB reactors treating sewage is not the sludge settleability, but rather the break-up of flocs leading to loss of small, poorly-settling particles
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spelling Santos, Silvânia Lucas dosChaves, Sílvia Raphaele MoraisHaandel, Adrianus van2020-11-09T19:25:23Z2020-11-09T19:25:23Z2018-04-25SANTOS, Silvânia Lucas dos; CHAVES, Sílvia Raphaele Morais; VAN HAANDEL, Adrianus. Influence of temperature on the performance of anaerobic treatment systems of municipal wastewater. Water SA, [S.L.], v. 44, n. 2, p. 1-2, 25 abr. 2018. Disponível em: https://www.watersa.net/article/view/6568. Acesso em: 28 out. 2020. http://dx.doi.org/10.4314/wsa.v44i2.07.1816-79500378-4738https://repositorio.ufrn.br/handle/123456789/3054610.4314/wsa.v44i2.07Water Research Commission (WRC)Attribution 3.0 Brazilhttp://creativecommons.org/licenses/by/3.0/br/info:eu-repo/semantics/openAccessAnaerobic sewage treatmentUASB reactorTemperatureSludge ageProcess simulationInfluence of temperature on the performance of anaerobic treatment systems of municipal wastewaterinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleAnaerobic sewage treatment systems, especially upflow anaerobic sludge blanket (UASB) reactors, have found wide application over the past decades, particularly in regions with a warm climate. A low sewage temperature is generally considered as a factor contributing to poor performance, characterized by an increase of the COD fractions in the effluent and the generated sludge, and decreasing the fraction that is transformed into methane. An experimental investigation was carried out at pilot scale to establish the values of the three COD fractions for different values of temperature and the applied organic load. The sludge age of the anaerobic treatment, together with temperature, was identified as the main operational variable that affects the efficiency of anaerobic treatment. An empirical expression was derived for the values of the three factions as a function of these two variables. From the results of the experimental investigation it was apparent that there is no point in applying a sludge age of more than 100 d, when the reactor is near its best performance. An expression was derived to establish the hydraulic retention time for maximum digestion efficiency as a function of temperature, concentration and composition of organic material and sludge mass. It was established that the main limit to the sludge hold-up in UASB reactors treating sewage is not the sludge settleability, but rather the break-up of flocs leading to loss of small, poorly-settling particlesengreponame:Repositório Institucional da UFRNinstname:Universidade Federal do Rio Grande do Norte (UFRN)instacron:UFRNCC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8914https://repositorio.ufrn.br/bitstream/123456789/30546/2/license_rdf4d2950bda3d176f570a9f8b328dfbbefMD52LICENSElicense.txtlicense.txttext/plain; charset=utf-81484https://repositorio.ufrn.br/bitstream/123456789/30546/3/license.txte9597aa2854d128fd968be5edc8a28d9MD53ORIGINALInfluenceTemperaturePerformance_Santos_2018.pdfInfluenceTemperaturePerformance_Santos_2018.pdfapplication/pdf3894036https://repositorio.ufrn.br/bitstream/123456789/30546/1/InfluenceTemperaturePerformance_Santos_2018.pdfe9def4151854477999b6160715dff1dcMD51TEXTInfluenceTemperaturePerformance_Santos_2018.pdf.txtInfluenceTemperaturePerformance_Santos_2018.pdf.txtExtracted texttext/plain53797https://repositorio.ufrn.br/bitstream/123456789/30546/4/InfluenceTemperaturePerformance_Santos_2018.pdf.txt3cb531b05caeb5bd3779b541f8ed230dMD54THUMBNAILInfluenceTemperaturePerformance_Santos_2018.pdf.jpgInfluenceTemperaturePerformance_Santos_2018.pdf.jpgGenerated Thumbnailimage/jpeg1564https://repositorio.ufrn.br/bitstream/123456789/30546/5/InfluenceTemperaturePerformance_Santos_2018.pdf.jpgbc7c40cfb398ad0b58fc92e09756ead3MD55123456789/305462020-11-15 05:07:11.774oai:https://repositorio.ufrn.br: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Repositório de PublicaçõesPUBhttp://repositorio.ufrn.br/oai/opendoar:2020-11-15T08:07:11Repositório Institucional da UFRN - Universidade Federal do Rio Grande do Norte (UFRN)false
dc.title.pt_BR.fl_str_mv Influence of temperature on the performance of anaerobic treatment systems of municipal wastewater
title Influence of temperature on the performance of anaerobic treatment systems of municipal wastewater
spellingShingle Influence of temperature on the performance of anaerobic treatment systems of municipal wastewater
Santos, Silvânia Lucas dos
Anaerobic sewage treatment
UASB reactor
Temperature
Sludge age
Process simulation
title_short Influence of temperature on the performance of anaerobic treatment systems of municipal wastewater
title_full Influence of temperature on the performance of anaerobic treatment systems of municipal wastewater
title_fullStr Influence of temperature on the performance of anaerobic treatment systems of municipal wastewater
title_full_unstemmed Influence of temperature on the performance of anaerobic treatment systems of municipal wastewater
title_sort Influence of temperature on the performance of anaerobic treatment systems of municipal wastewater
author Santos, Silvânia Lucas dos
author_facet Santos, Silvânia Lucas dos
Chaves, Sílvia Raphaele Morais
Haandel, Adrianus van
author_role author
author2 Chaves, Sílvia Raphaele Morais
Haandel, Adrianus van
author2_role author
author
dc.contributor.author.fl_str_mv Santos, Silvânia Lucas dos
Chaves, Sílvia Raphaele Morais
Haandel, Adrianus van
dc.subject.por.fl_str_mv Anaerobic sewage treatment
UASB reactor
Temperature
Sludge age
Process simulation
topic Anaerobic sewage treatment
UASB reactor
Temperature
Sludge age
Process simulation
description Anaerobic sewage treatment systems, especially upflow anaerobic sludge blanket (UASB) reactors, have found wide application over the past decades, particularly in regions with a warm climate. A low sewage temperature is generally considered as a factor contributing to poor performance, characterized by an increase of the COD fractions in the effluent and the generated sludge, and decreasing the fraction that is transformed into methane. An experimental investigation was carried out at pilot scale to establish the values of the three COD fractions for different values of temperature and the applied organic load. The sludge age of the anaerobic treatment, together with temperature, was identified as the main operational variable that affects the efficiency of anaerobic treatment. An empirical expression was derived for the values of the three factions as a function of these two variables. From the results of the experimental investigation it was apparent that there is no point in applying a sludge age of more than 100 d, when the reactor is near its best performance. An expression was derived to establish the hydraulic retention time for maximum digestion efficiency as a function of temperature, concentration and composition of organic material and sludge mass. It was established that the main limit to the sludge hold-up in UASB reactors treating sewage is not the sludge settleability, but rather the break-up of flocs leading to loss of small, poorly-settling particles
publishDate 2018
dc.date.issued.fl_str_mv 2018-04-25
dc.date.accessioned.fl_str_mv 2020-11-09T19:25:23Z
dc.date.available.fl_str_mv 2020-11-09T19:25:23Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
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dc.identifier.citation.fl_str_mv SANTOS, Silvânia Lucas dos; CHAVES, Sílvia Raphaele Morais; VAN HAANDEL, Adrianus. Influence of temperature on the performance of anaerobic treatment systems of municipal wastewater. Water SA, [S.L.], v. 44, n. 2, p. 1-2, 25 abr. 2018. Disponível em: https://www.watersa.net/article/view/6568. Acesso em: 28 out. 2020. http://dx.doi.org/10.4314/wsa.v44i2.07.
dc.identifier.uri.fl_str_mv https://repositorio.ufrn.br/handle/123456789/30546
dc.identifier.issn.none.fl_str_mv 1816-7950
0378-4738
dc.identifier.doi.none.fl_str_mv 10.4314/wsa.v44i2.07
identifier_str_mv SANTOS, Silvânia Lucas dos; CHAVES, Sílvia Raphaele Morais; VAN HAANDEL, Adrianus. Influence of temperature on the performance of anaerobic treatment systems of municipal wastewater. Water SA, [S.L.], v. 44, n. 2, p. 1-2, 25 abr. 2018. Disponível em: https://www.watersa.net/article/view/6568. Acesso em: 28 out. 2020. http://dx.doi.org/10.4314/wsa.v44i2.07.
1816-7950
0378-4738
10.4314/wsa.v44i2.07
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http://creativecommons.org/licenses/by/3.0/br/
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publisher.none.fl_str_mv Water Research Commission (WRC)
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