Estudo da reaeração da água em canal com fundo deslizante

Detalhes bibliográficos
Autor(a) principal: Queiroz, Flávia Martins de
Data de Publicação: 2013
Tipo de documento: Tese
Idioma: por
Título da fonte: LOCUS Repositório Institucional da UFV
Texto Completo: http://locus.ufv.br/handle/123456789/755
Resumo: This work aimed to study the reaeration of clean water in shallow channel process, to evaluate the main factors intervening and to propose predictive equations, which could allow the estimation of the reaeration coefficient (K2) from hydraulic and other variables representing the process of mass transfer of oxygen from air to flowing water. To implement the experiment was necessary to build a water channel, with the length, width and height dimensions of 5.00 mx 1.60 mx 0.80 m, and a conveyor belt, which was positioned at the bottom of the channel, whose function was to move the water at different velocities and to promote turbulence. To conduct reaeration tests, initially, the oxygen dissolved, present in the water supply network, was removed by adding sodium sulfite. The reintroduction of oxygen in the water was due to physical phenomenon of mass transfer, which was favored by the water motion. The tests were conducted by subjecting the belt slide at the speeds of 0.54, 0.67, 0.74, 0.84, 0.94, 1.14 and 1.35 ms-1, with of water depths in range 0.11 to 0.25 m. These conditions provided the water an average speed in the range of 0.05 ms-1 to 0.20 ms-1. To the experimental data, previously treated and converted into a deficit of dissolved oxygen, were fitted to first-order kinetics model and determined the parameter named reaeration coefficient (K2) of water for all 27 tests conducted. With the hydraulic channel data, the value of K2 was estimated using various predictive theoretical, empirical and semiempirical equations available in the literature. The suitability of the equations have been evaluated by analyzing the coefficient of determination (R²) and error estimation such as standard error (SE), normal mean error (NME) and mean multiplicative error (MME). Estimated K2 values using predictive equations were compared to those calculated from data obtained in the tests (measurement of absorbed oxygen), having been found that the best adjustments occurred in semiempirical equations proposed by Krenkel and Orlob (1962), Cadwallader and McDonnell (1969), Parkhurst and Pomeroy (1972), although some empirical also have provided good fit. Twenty combinations of variables were tested to obtain a predictive general equation that produce a good fit to experimental data. The equation involving the variables shape factor channel, slope and Reynolds number was considered the most appropriate because it presented a high determination coefficient and significant parameters, and also variables showed a similar degree of importance in the sensitivity analysis of the mathematical model. It was also analyzed a model based on surface renewal theory and the phenomenon of turbulence, which indicated that large vortices were the principal agents in the transport of oxygen from air to water. Therefore, another equation was proposed, adjusted using data obtained in this work and the Moog and Jirka (1999), with which the adequate estimation of physical phenomenon was obtained.
id UFV_6d86efdbe4c1ea42fa78c359d0cfae21
oai_identifier_str oai:locus.ufv.br:123456789/755
network_acronym_str UFV
network_name_str LOCUS Repositório Institucional da UFV
repository_id_str 2145
spelling Queiroz, Flávia Martins dehttp://lattes.cnpq.br/6700352626527122Sperling, Marcos Vonhttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4781014A0Matos, Antonio Teixeira dehttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4783529H2Monaco, Paola Alfonsa Vieira Lohttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4705673E3Pereira, Silvio Buenohttp://lattes.cnpq.br/8282607859777220Borges, Alisson Carrarohttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4706302U92015-03-26T12:31:29Z2013-11-272015-03-26T12:31:29Z2013-04-04QUEIROZ, Flávia Martins de. Reaeration study of water in moving-bed channel. 2013. 133 f. Tese (Doutorado em Construções rurais e ambiência; Energia na agricultura; Mecanização agrícola; Processamento de produ) - Universidade Federal de Viçosa, Viçosa, 2013.http://locus.ufv.br/handle/123456789/755This work aimed to study the reaeration of clean water in shallow channel process, to evaluate the main factors intervening and to propose predictive equations, which could allow the estimation of the reaeration coefficient (K2) from hydraulic and other variables representing the process of mass transfer of oxygen from air to flowing water. To implement the experiment was necessary to build a water channel, with the length, width and height dimensions of 5.00 mx 1.60 mx 0.80 m, and a conveyor belt, which was positioned at the bottom of the channel, whose function was to move the water at different velocities and to promote turbulence. To conduct reaeration tests, initially, the oxygen dissolved, present in the water supply network, was removed by adding sodium sulfite. The reintroduction of oxygen in the water was due to physical phenomenon of mass transfer, which was favored by the water motion. The tests were conducted by subjecting the belt slide at the speeds of 0.54, 0.67, 0.74, 0.84, 0.94, 1.14 and 1.35 ms-1, with of water depths in range 0.11 to 0.25 m. These conditions provided the water an average speed in the range of 0.05 ms-1 to 0.20 ms-1. To the experimental data, previously treated and converted into a deficit of dissolved oxygen, were fitted to first-order kinetics model and determined the parameter named reaeration coefficient (K2) of water for all 27 tests conducted. With the hydraulic channel data, the value of K2 was estimated using various predictive theoretical, empirical and semiempirical equations available in the literature. The suitability of the equations have been evaluated by analyzing the coefficient of determination (R²) and error estimation such as standard error (SE), normal mean error (NME) and mean multiplicative error (MME). Estimated K2 values using predictive equations were compared to those calculated from data obtained in the tests (measurement of absorbed oxygen), having been found that the best adjustments occurred in semiempirical equations proposed by Krenkel and Orlob (1962), Cadwallader and McDonnell (1969), Parkhurst and Pomeroy (1972), although some empirical also have provided good fit. Twenty combinations of variables were tested to obtain a predictive general equation that produce a good fit to experimental data. The equation involving the variables shape factor channel, slope and Reynolds number was considered the most appropriate because it presented a high determination coefficient and significant parameters, and also variables showed a similar degree of importance in the sensitivity analysis of the mathematical model. It was also analyzed a model based on surface renewal theory and the phenomenon of turbulence, which indicated that large vortices were the principal agents in the transport of oxygen from air to water. Therefore, another equation was proposed, adjusted using data obtained in this work and the Moog and Jirka (1999), with which the adequate estimation of physical phenomenon was obtained.Este trabalho teve por objetivos estudar o processo de reaeração de água limpa em canal raso; avaliar os principais fatores intervenientes; e propor equações preditoras, que possibilitassem a estimativa do coeficiente de reaeração (K2), a partir das variáveis hidráulicas e de outras que representassem o processo de transferência de massa do oxigênio do ar para a água, no seu escoamento. Para a execução do experimento, foi necessária a construção de canal hidráulico, nas dimensões de comprimento, largura e altura de 5,00 m x 1,60 m x 0,80 m, e esteira transportadora, que foi posicionada no fundo do canal para movimentar a água em diferentes velocidades e promover turbulência. Para a condução dos testes de reaeração, inicialmente, o oxigênio dissolvido, presente na água da rede de abastecimento, foi removido por meio da adição de sulfito de sódio. A reintrodução do oxigênio na água ocorreu pelo fenômeno físico de transferência de massa, que foi favorecido pela movimentação da água em escoamento. Os testes foram conduzidos submetendo a esteira às velocidades de 0,54; 0,67; 0,74; 0,84; 0,94; 1,14; e 1,35 ms-1, com profundidade das lâminas d águas na faixa de 0,11 a 0,25 m. Essas condições proporcionaram à água, velocidade média na faixa de 0,05 ms-1 a 0,20 ms-1. Aos dados experimentais previamente tratados e transformados em déficit de oxigênio dissolvido ajustou-se o modelo cinético de decaimento de primeira ordem e determinou-se o parâmetro denominado coeficiente de reaeração (K2) da água para os 27 testes conduzidos. Com os dados hidráulicos do canal, calculou-se o valor de K2, utilizando-se várias equações preditoras teóricas, semiempíricas e empíricas disponíveis na literatura. A avaliação da adequabilidade das equações se deu por meio da análise do coeficiente de determinação (R²) e das estatísticas do erro-padrão de estimativa (SE), erro médio normalizado (NME) e erro médio multiplicativo (MME). Valores de K2 estimados utilizandoxv se as equações preditoras foram comparados com os calculados a partir de dados obtidos nos testes (medição da quantidade de oxigênio incorporado), tendo sido verificado que os melhores ajustamentos ocorreram nas equações semiempíricas propostas por Krenkel e Orlob (1962), Cadwallader e McDonnell (1969), Parkhurst e Pomeroy (1972), embora algumas equações empíricas também tenham fornecido bom ajuste. Foram testadas 20 combinações de variáveis para que se obtivesse uma equação preditiva geral, de bom ajuste aos dados experimentais. A equação que envolveu as variáveis fator de forma, declividade e número de Reynolds foi considerada a mais adequada porque além de ter apresentado coeficiente de determinação elevado e parâmetros significativos, as variáveis apresentaram semelhante grau de importância na análise de sensibilidade do modelo matemático. Foi analisado também um modelo co base na teoria da renovação superficial e no fenômeno da turbulência, que indicou que os grandes vórtices foram os agentes principais no transporte de oxigênio do ar para a água. Com isso, foi proposta outra equação, ajustada, utilizando-se dados deste trabalho e do de Moog e Jirka (1999), em que se obteve estimativa do fenômeno físico.application/pdfporUniversidade Federal de ViçosaDoutorado em Engenharia AgrícolaUFVBRConstruções rurais e ambiência; Energia na agricultura; Mecanização agrícola; Processamento de produRecursos hídricosReareaçãoWater resourcesReaerationCNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLAEstudo da reaeração da água em canal com fundo deslizanteReaeration study of water in moving-bed channelinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisinfo:eu-repo/semantics/openAccessreponame:LOCUS Repositório Institucional da UFVinstname:Universidade Federal de Viçosa (UFV)instacron:UFVORIGINALtexto completo.pdfapplication/pdf7418644https://locus.ufv.br//bitstream/123456789/755/1/texto%20completo.pdf8eacc5beb30b3027d3410ada8c154d10MD51TEXTtexto completo.pdf.txttexto completo.pdf.txtExtracted texttext/plain225846https://locus.ufv.br//bitstream/123456789/755/2/texto%20completo.pdf.txt41d1afb46fa8cab24e900d4433b4f1e8MD52THUMBNAILtexto completo.pdf.jpgtexto completo.pdf.jpgIM Thumbnailimage/jpeg3458https://locus.ufv.br//bitstream/123456789/755/3/texto%20completo.pdf.jpg110bd04141e210a723254fdb39191a14MD53123456789/7552016-04-06 23:10:32.763oai:locus.ufv.br:123456789/755Repositório InstitucionalPUBhttps://www.locus.ufv.br/oai/requestfabiojreis@ufv.bropendoar:21452016-04-07T02:10:32LOCUS Repositório Institucional da UFV - Universidade Federal de Viçosa (UFV)false
dc.title.por.fl_str_mv Estudo da reaeração da água em canal com fundo deslizante
dc.title.alternative.eng.fl_str_mv Reaeration study of water in moving-bed channel
title Estudo da reaeração da água em canal com fundo deslizante
spellingShingle Estudo da reaeração da água em canal com fundo deslizante
Queiroz, Flávia Martins de
Recursos hídricos
Reareação
Water resources
Reaeration
CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
title_short Estudo da reaeração da água em canal com fundo deslizante
title_full Estudo da reaeração da água em canal com fundo deslizante
title_fullStr Estudo da reaeração da água em canal com fundo deslizante
title_full_unstemmed Estudo da reaeração da água em canal com fundo deslizante
title_sort Estudo da reaeração da água em canal com fundo deslizante
author Queiroz, Flávia Martins de
author_facet Queiroz, Flávia Martins de
author_role author
dc.contributor.authorLattes.por.fl_str_mv http://lattes.cnpq.br/6700352626527122
dc.contributor.author.fl_str_mv Queiroz, Flávia Martins de
dc.contributor.advisor-co1.fl_str_mv Sperling, Marcos Von
dc.contributor.advisor-co1Lattes.fl_str_mv http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4781014A0
dc.contributor.advisor1.fl_str_mv Matos, Antonio Teixeira de
dc.contributor.advisor1Lattes.fl_str_mv http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4783529H2
dc.contributor.referee1.fl_str_mv Monaco, Paola Alfonsa Vieira Lo
dc.contributor.referee1Lattes.fl_str_mv http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4705673E3
dc.contributor.referee2.fl_str_mv Pereira, Silvio Bueno
dc.contributor.referee2Lattes.fl_str_mv http://lattes.cnpq.br/8282607859777220
dc.contributor.referee3.fl_str_mv Borges, Alisson Carraro
dc.contributor.referee3Lattes.fl_str_mv http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4706302U9
contributor_str_mv Sperling, Marcos Von
Matos, Antonio Teixeira de
Monaco, Paola Alfonsa Vieira Lo
Pereira, Silvio Bueno
Borges, Alisson Carraro
dc.subject.por.fl_str_mv Recursos hídricos
Reareação
topic Recursos hídricos
Reareação
Water resources
Reaeration
CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
dc.subject.eng.fl_str_mv Water resources
Reaeration
dc.subject.cnpq.fl_str_mv CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
description This work aimed to study the reaeration of clean water in shallow channel process, to evaluate the main factors intervening and to propose predictive equations, which could allow the estimation of the reaeration coefficient (K2) from hydraulic and other variables representing the process of mass transfer of oxygen from air to flowing water. To implement the experiment was necessary to build a water channel, with the length, width and height dimensions of 5.00 mx 1.60 mx 0.80 m, and a conveyor belt, which was positioned at the bottom of the channel, whose function was to move the water at different velocities and to promote turbulence. To conduct reaeration tests, initially, the oxygen dissolved, present in the water supply network, was removed by adding sodium sulfite. The reintroduction of oxygen in the water was due to physical phenomenon of mass transfer, which was favored by the water motion. The tests were conducted by subjecting the belt slide at the speeds of 0.54, 0.67, 0.74, 0.84, 0.94, 1.14 and 1.35 ms-1, with of water depths in range 0.11 to 0.25 m. These conditions provided the water an average speed in the range of 0.05 ms-1 to 0.20 ms-1. To the experimental data, previously treated and converted into a deficit of dissolved oxygen, were fitted to first-order kinetics model and determined the parameter named reaeration coefficient (K2) of water for all 27 tests conducted. With the hydraulic channel data, the value of K2 was estimated using various predictive theoretical, empirical and semiempirical equations available in the literature. The suitability of the equations have been evaluated by analyzing the coefficient of determination (R²) and error estimation such as standard error (SE), normal mean error (NME) and mean multiplicative error (MME). Estimated K2 values using predictive equations were compared to those calculated from data obtained in the tests (measurement of absorbed oxygen), having been found that the best adjustments occurred in semiempirical equations proposed by Krenkel and Orlob (1962), Cadwallader and McDonnell (1969), Parkhurst and Pomeroy (1972), although some empirical also have provided good fit. Twenty combinations of variables were tested to obtain a predictive general equation that produce a good fit to experimental data. The equation involving the variables shape factor channel, slope and Reynolds number was considered the most appropriate because it presented a high determination coefficient and significant parameters, and also variables showed a similar degree of importance in the sensitivity analysis of the mathematical model. It was also analyzed a model based on surface renewal theory and the phenomenon of turbulence, which indicated that large vortices were the principal agents in the transport of oxygen from air to water. Therefore, another equation was proposed, adjusted using data obtained in this work and the Moog and Jirka (1999), with which the adequate estimation of physical phenomenon was obtained.
publishDate 2013
dc.date.available.fl_str_mv 2013-11-27
2015-03-26T12:31:29Z
dc.date.issued.fl_str_mv 2013-04-04
dc.date.accessioned.fl_str_mv 2015-03-26T12:31:29Z
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.citation.fl_str_mv QUEIROZ, Flávia Martins de. Reaeration study of water in moving-bed channel. 2013. 133 f. Tese (Doutorado em Construções rurais e ambiência; Energia na agricultura; Mecanização agrícola; Processamento de produ) - Universidade Federal de Viçosa, Viçosa, 2013.
dc.identifier.uri.fl_str_mv http://locus.ufv.br/handle/123456789/755
identifier_str_mv QUEIROZ, Flávia Martins de. Reaeration study of water in moving-bed channel. 2013. 133 f. Tese (Doutorado em Construções rurais e ambiência; Energia na agricultura; Mecanização agrícola; Processamento de produ) - Universidade Federal de Viçosa, Viçosa, 2013.
url http://locus.ufv.br/handle/123456789/755
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.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Viçosa
dc.publisher.program.fl_str_mv Doutorado em Engenharia Agrícola
dc.publisher.initials.fl_str_mv UFV
dc.publisher.country.fl_str_mv BR
dc.publisher.department.fl_str_mv Construções rurais e ambiência; Energia na agricultura; Mecanização agrícola; Processamento de produ
publisher.none.fl_str_mv Universidade Federal de Viçosa
dc.source.none.fl_str_mv reponame:LOCUS Repositório Institucional da UFV
instname:Universidade Federal de Viçosa (UFV)
instacron:UFV
instname_str Universidade Federal de Viçosa (UFV)
instacron_str UFV
institution UFV
reponame_str LOCUS Repositório Institucional da UFV
collection LOCUS Repositório Institucional da UFV
bitstream.url.fl_str_mv https://locus.ufv.br//bitstream/123456789/755/1/texto%20completo.pdf
https://locus.ufv.br//bitstream/123456789/755/2/texto%20completo.pdf.txt
https://locus.ufv.br//bitstream/123456789/755/3/texto%20completo.pdf.jpg
bitstream.checksum.fl_str_mv 8eacc5beb30b3027d3410ada8c154d10
41d1afb46fa8cab24e900d4433b4f1e8
110bd04141e210a723254fdb39191a14
bitstream.checksumAlgorithm.fl_str_mv MD5
MD5
MD5
repository.name.fl_str_mv LOCUS Repositório Institucional da UFV - Universidade Federal de Viçosa (UFV)
repository.mail.fl_str_mv fabiojreis@ufv.br
_version_ 1801212967698563072