Strategies for Urban Stormwater Wetlands

Detalhes bibliográficos
Autor(a) principal: Manoel Lucas Machado Xavier
Data de Publicação: 2018
Tipo de documento: Tese
Idioma: por
Título da fonte: Repositório Institucional da UFMS
Texto Completo: https://repositorio.ufms.br/handle/123456789/3911
Resumo: Constructed wetlands, which are commonly used in wastewater treatment, are difficult to use for stormwater treatment, because the water level variation in a stormwater pond makes it difficult for rooted vegetation to survive. As an alternative, vegetation can be grown on floating mats, called floating treatment islands (FTI), with roots extending downward into the water. Nutrient removal is achieved through uptake and trapping by the matrix of roots and bio-film. The overall treatment provided by a pond with FTIs depends on the fraction of flow exposed to the root zone. This study used numerical modeling to study the flow through the root zone, with the goal of determining which configuration of FTI achieved the greatest overall treatment. Six different configurations were considered, all with root zone volume equal to 11% of the pond volume. The permeability of the root zone was estimated using velocity measurements within real floating vegetation. A first-order removal rate within the root zone (r) was estimated from removal rates reported in the literature. Preliminary studies considered the similarity in flow and removal between systems of different physical scale. Geometric similarity of the root zone guaranteed flow similarity within the root zone. To achieve performance similarity (same mass reduction), systems need to have the same non-dimensional removal rate (krtn,, with tn the nominal residence time of the pond). The consideration of different FTI configurations showed that wakes generated by upstream FTIs lowered the mass removal of downstream FTIs, so that segmenting a single large FTI into multiple smaller FTIs in series did not improve overall nutrient removal. However, segmenting a single FTI into a pair of parallel FTIs did improve the nutrient removal, and this configuration provided the best pond-scale removal.
id UFMS_a9c8db51673e366123595415d46a02b3
oai_identifier_str oai:repositorio.ufms.br:123456789/3911
network_acronym_str UFMS
network_name_str Repositório Institucional da UFMS
repository_id_str 2124
spelling 2021-08-17T19:29:02Z2021-09-30T19:56:57Z2018https://repositorio.ufms.br/handle/123456789/3911Constructed wetlands, which are commonly used in wastewater treatment, are difficult to use for stormwater treatment, because the water level variation in a stormwater pond makes it difficult for rooted vegetation to survive. As an alternative, vegetation can be grown on floating mats, called floating treatment islands (FTI), with roots extending downward into the water. Nutrient removal is achieved through uptake and trapping by the matrix of roots and bio-film. The overall treatment provided by a pond with FTIs depends on the fraction of flow exposed to the root zone. This study used numerical modeling to study the flow through the root zone, with the goal of determining which configuration of FTI achieved the greatest overall treatment. Six different configurations were considered, all with root zone volume equal to 11% of the pond volume. The permeability of the root zone was estimated using velocity measurements within real floating vegetation. A first-order removal rate within the root zone (r) was estimated from removal rates reported in the literature. Preliminary studies considered the similarity in flow and removal between systems of different physical scale. Geometric similarity of the root zone guaranteed flow similarity within the root zone. To achieve performance similarity (same mass reduction), systems need to have the same non-dimensional removal rate (krtn,, with tn the nominal residence time of the pond). The consideration of different FTI configurations showed that wakes generated by upstream FTIs lowered the mass removal of downstream FTIs, so that segmenting a single large FTI into multiple smaller FTIs in series did not improve overall nutrient removal. However, segmenting a single FTI into a pair of parallel FTIs did improve the nutrient removal, and this configuration provided the best pond-scale removal.Wetlands construídos, que são comumente usados ​​no tratamento de águas residuais, são difíceis de usar para tratamento de águas pluviais, porque a variação do nível de água em uma lagoa de águas pluviais torna difícil para a vegetação enraizada sobreviver. Como alternativa, a vegetação pode ser cultivada em esteiras flutuantes, chamadas ilhas de tratamento flutuante (FTI), com raízes estendendo-se para baixo na água. A remoção de nutrientes é obtida através da absorção e captura pela matriz das raízes e biofilme. O tratamento geral fornecido por uma lagoa com FTIs depende da fração do fluxo exposta à zona radicular. Este estudo utilizou modelagem numérica para estudar o fluxo através da zona radicular, com o objetivo de determinar qual configuração de FTI alcançou o melhor tratamento geral. Seis configurações diferentes foram consideradas, todas com volume da zona radicular igual a 11% do volume do tanque. A permeabilidade da zona radicular foi estimada usando medições de velocidade dentro de vegetação flutuante real. A taxa de remoção de primeira ordem dentro da zona radicular (r) foi estimada a partir das taxas de remoção relatadas na literatura. Estudos preliminares consideraram a similaridade de fluxo e remoção entre sistemas de diferentes escalas físicas. A similaridade geométrica da zona radicular garantiu a similaridade do fluxo dentro da zona radicular. Para alcançar similaridade de desempenho (mesma redução de massa), os sistemas precisam ter a mesma taxa de remoção não dimensional (krtn ,, com tn o tempo de residência nominal da lagoa). A consideração de diferentes configurações de FTI mostrou que as ondas geradas por FTIs a montante diminuíram a remoção de massa de FTIs a jusante, de modo que a segmentação de um único FTI grande em vários FTIs menores em série não melhorou a remoção geral de nutrientes. No entanto, a segmentação de um único FTI em um par de FTIs paralelos melhorou a remoção de nutrientes e esta configuração proporcionou a melhor remoção de incrustações.Fundação Universidade Federal de Mato Grosso do SulUFMSBrasilVegetação AquáticaComputational Fluid DynamicsModelagem Numérica.Strategies for Urban Stormwater Wetlandsinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisJohannes Gerson JanzenManoel Lucas Machado Xavierinfo:eu-repo/semantics/openAccessporreponame:Repositório Institucional da UFMSinstname:Universidade Federal de Mato Grosso do Sul (UFMS)instacron:UFMSTHUMBNAILThesis Manoel 02018.pdf.jpgThesis Manoel 02018.pdf.jpgGenerated Thumbnailimage/jpeg1192https://repositorio.ufms.br/bitstream/123456789/3911/3/Thesis%20Manoel%2002018.pdf.jpg9d6d783492c9ef9348e7971b309d1e32MD53TEXTThesis Manoel 02018.pdf.txtThesis Manoel 02018.pdf.txtExtracted texttext/plain139774https://repositorio.ufms.br/bitstream/123456789/3911/2/Thesis%20Manoel%2002018.pdf.txt86f17adecd15abf0c697f2601b1d45fcMD52ORIGINALThesis Manoel 02018.pdfThesis Manoel 02018.pdfapplication/pdf3205409https://repositorio.ufms.br/bitstream/123456789/3911/1/Thesis%20Manoel%2002018.pdf3dd564a35ffeeb2ac1f25701106e724eMD51123456789/39112021-09-30 15:56:57.793oai:repositorio.ufms.br:123456789/3911Repositório InstitucionalPUBhttps://repositorio.ufms.br/oai/requestri.prograd@ufms.bropendoar:21242021-09-30T19:56:57Repositório Institucional da UFMS - Universidade Federal de Mato Grosso do Sul (UFMS)false
dc.title.pt_BR.fl_str_mv Strategies for Urban Stormwater Wetlands
title Strategies for Urban Stormwater Wetlands
spellingShingle Strategies for Urban Stormwater Wetlands
Manoel Lucas Machado Xavier
Vegetação Aquática
Computational Fluid Dynamics
Modelagem Numérica.
title_short Strategies for Urban Stormwater Wetlands
title_full Strategies for Urban Stormwater Wetlands
title_fullStr Strategies for Urban Stormwater Wetlands
title_full_unstemmed Strategies for Urban Stormwater Wetlands
title_sort Strategies for Urban Stormwater Wetlands
author Manoel Lucas Machado Xavier
author_facet Manoel Lucas Machado Xavier
author_role author
dc.contributor.advisor1.fl_str_mv Johannes Gerson Janzen
dc.contributor.author.fl_str_mv Manoel Lucas Machado Xavier
contributor_str_mv Johannes Gerson Janzen
dc.subject.por.fl_str_mv Vegetação Aquática
Computational Fluid Dynamics
Modelagem Numérica.
topic Vegetação Aquática
Computational Fluid Dynamics
Modelagem Numérica.
description Constructed wetlands, which are commonly used in wastewater treatment, are difficult to use for stormwater treatment, because the water level variation in a stormwater pond makes it difficult for rooted vegetation to survive. As an alternative, vegetation can be grown on floating mats, called floating treatment islands (FTI), with roots extending downward into the water. Nutrient removal is achieved through uptake and trapping by the matrix of roots and bio-film. The overall treatment provided by a pond with FTIs depends on the fraction of flow exposed to the root zone. This study used numerical modeling to study the flow through the root zone, with the goal of determining which configuration of FTI achieved the greatest overall treatment. Six different configurations were considered, all with root zone volume equal to 11% of the pond volume. The permeability of the root zone was estimated using velocity measurements within real floating vegetation. A first-order removal rate within the root zone (r) was estimated from removal rates reported in the literature. Preliminary studies considered the similarity in flow and removal between systems of different physical scale. Geometric similarity of the root zone guaranteed flow similarity within the root zone. To achieve performance similarity (same mass reduction), systems need to have the same non-dimensional removal rate (krtn,, with tn the nominal residence time of the pond). The consideration of different FTI configurations showed that wakes generated by upstream FTIs lowered the mass removal of downstream FTIs, so that segmenting a single large FTI into multiple smaller FTIs in series did not improve overall nutrient removal. However, segmenting a single FTI into a pair of parallel FTIs did improve the nutrient removal, and this configuration provided the best pond-scale removal.
publishDate 2018
dc.date.issued.fl_str_mv 2018
dc.date.accessioned.fl_str_mv 2021-08-17T19:29:02Z
dc.date.available.fl_str_mv 2021-09-30T19:56:57Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/doctoralThesis
format doctoralThesis
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://repositorio.ufms.br/handle/123456789/3911
url https://repositorio.ufms.br/handle/123456789/3911
dc.language.iso.fl_str_mv por
language por
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Fundação Universidade Federal de Mato Grosso do Sul
dc.publisher.initials.fl_str_mv UFMS
dc.publisher.country.fl_str_mv Brasil
publisher.none.fl_str_mv Fundação Universidade Federal de Mato Grosso do Sul
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFMS
instname:Universidade Federal de Mato Grosso do Sul (UFMS)
instacron:UFMS
instname_str Universidade Federal de Mato Grosso do Sul (UFMS)
instacron_str UFMS
institution UFMS
reponame_str Repositório Institucional da UFMS
collection Repositório Institucional da UFMS
bitstream.url.fl_str_mv https://repositorio.ufms.br/bitstream/123456789/3911/3/Thesis%20Manoel%2002018.pdf.jpg
https://repositorio.ufms.br/bitstream/123456789/3911/2/Thesis%20Manoel%2002018.pdf.txt
https://repositorio.ufms.br/bitstream/123456789/3911/1/Thesis%20Manoel%2002018.pdf
bitstream.checksum.fl_str_mv 9d6d783492c9ef9348e7971b309d1e32
86f17adecd15abf0c697f2601b1d45fc
3dd564a35ffeeb2ac1f25701106e724e
bitstream.checksumAlgorithm.fl_str_mv MD5
MD5
MD5
repository.name.fl_str_mv Repositório Institucional da UFMS - Universidade Federal de Mato Grosso do Sul (UFMS)
repository.mail.fl_str_mv ri.prograd@ufms.br
_version_ 1807552843554488320