Modelagem e simulação de um sistema de tratamento de esgoto sanitário usando rede neural artificial

Detalhes bibliográficos
Ano de defesa: 2015
Autor(a) principal: Silva Neto, Pedro Nogueira da lattes
Orientador(a): Vieira, Fernando Fernandes lattes
Banca de defesa: Sousa, José Tavares de lattes, Barbosa, Enivaldo Santos lattes
Tipo de documento: Dissertação
Tipo de acesso: Acesso aberto
Idioma: por
Instituição de defesa: Universidade Estadual da Paraíba
Programa de Pós-Graduação: Programa de Pós-Graduação em Ciência e Tecnologia Ambiental - PPGCTA
Departamento: Pró-Reitoria de Pós-Graduação e Pesquisa - PRPGP
País: Brasil
Palavras-chave em Português:
Palavras-chave em Inglês:
Área do conhecimento CNPq:
Link de acesso: http://tede.bc.uepb.edu.br/tede/jspui/handle/tede/2472
Resumo: The population growth in cities, and in parallel, the intensification of agricultural and livestock activities , in addition to industrial and agro-industrial development are the main causes for the increase in the dumping of sewage , often arranged in lakes , seas and rivers in its raw form or with insufficient treatment. UpflowAnaerobicSludgeBlanket(UASB) reactors appear as an option for treatment of various types of wastewater , widespread and well being applied more than the other , and having as an essential aspect of the process the nature of the active biomass. The Artificial Neural Networks ( ANN ) are a type of mathematical model of the area of Artificial Intelligence are a modeling technique based on input-output relations ( black -box structures) that has received great interest from the scientific community , being carried out research in a multidisciplinary way. Thus, this research is structured in order to model and simulate a UASB reactor in order to evaluate and establish control parameters, using Artificial Neural Networks (ANN). The set of data relating to the 13 analyzed parameters , has been subdivided in three different forms and the use of a hidden layer and two hidden layers with varying number of neurons in amounts of 5, 10 and 15. In addition, the functions activation were modified in order to obtain fluctuations networks. Thus, it was found that when using a single intermediate layer, the best activation function was Logsig and better distribution data is presented when it was combined 80% of the data used for training, 10% for trial and 10% for validation. At the same time, one can conclude that the greater the number of neurons used in the hidden layer, best determination coefficients are found. In this 2 circumstance, the R was 0.9985, which was considered most suitable for predicting the parameters analyzed. When patterned with 2 hidden layers, the results resembled well with the simulation of a hidden layer, since the best results have been obtained for distributing data, 80%, 10%, 10% respectively to training, testing and validation. The best determination coefficient was obtained with the combination of Tansig activation functions in the hidden 2 layer 1 and Logsig in the hidden layer 2, obtivendo an R of 0.9912, considered excellent for predicting the data.
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spelling Vieira, Fernando Fernandes25184016449http://lattes.cnpq.br/1129711375633007Sousa, José Tavares de13140124449http://lattes.cnpq.br/9348418607084437Barbosa, Enivaldo Santos99699745487http://lattes.cnpq.br/083607732232203205344993412http://lattes.cnpq.br/6825754825385936Silva Neto, Pedro Nogueira da2016-08-25T12:31:09Z2015-05-28SILVA NETO, P. N. da. Modelagem e simulação de um sistema de tratamento de esgoto sanitário usando rede neural artificial. 2015. 69f. Dissertação (Programa de Pós-Graduação em Ciência e Tecnologia Ambiental - PPGCTA)- Universidade Estadual da Paraíba, Campina Grande, 2015.http://tede.bc.uepb.edu.br/tede/jspui/handle/tede/2472The population growth in cities, and in parallel, the intensification of agricultural and livestock activities , in addition to industrial and agro-industrial development are the main causes for the increase in the dumping of sewage , often arranged in lakes , seas and rivers in its raw form or with insufficient treatment. UpflowAnaerobicSludgeBlanket(UASB) reactors appear as an option for treatment of various types of wastewater , widespread and well being applied more than the other , and having as an essential aspect of the process the nature of the active biomass. The Artificial Neural Networks ( ANN ) are a type of mathematical model of the area of Artificial Intelligence are a modeling technique based on input-output relations ( black -box structures) that has received great interest from the scientific community , being carried out research in a multidisciplinary way. Thus, this research is structured in order to model and simulate a UASB reactor in order to evaluate and establish control parameters, using Artificial Neural Networks (ANN). The set of data relating to the 13 analyzed parameters , has been subdivided in three different forms and the use of a hidden layer and two hidden layers with varying number of neurons in amounts of 5, 10 and 15. In addition, the functions activation were modified in order to obtain fluctuations networks. Thus, it was found that when using a single intermediate layer, the best activation function was Logsig and better distribution data is presented when it was combined 80% of the data used for training, 10% for trial and 10% for validation. At the same time, one can conclude that the greater the number of neurons used in the hidden layer, best determination coefficients are found. In this 2 circumstance, the R was 0.9985, which was considered most suitable for predicting the parameters analyzed. When patterned with 2 hidden layers, the results resembled well with the simulation of a hidden layer, since the best results have been obtained for distributing data, 80%, 10%, 10% respectively to training, testing and validation. The best determination coefficient was obtained with the combination of Tansig activation functions in the hidden 2 layer 1 and Logsig in the hidden layer 2, obtivendo an R of 0.9912, considered excellent for predicting the data.O aumento populacional nas cidades, e em paralelo, a intensificação das atividades agrícolas e pecuárias, além do desenvolvimento industrial e agroindustrial são as principais causas para o aumento do lançamento de esgotos, muitas vezes dispostos em lagos, mares e rios na sua forma bruta ou com tratamento insuficiente. Reatores UpflowAnaerobicSludgeBlanket (UASB) surgem como uma possibilidade para tratamento de vários tipos de águas residuárias, sendo bastante difundido e bem mais aplicado do que os outros e, tendo como aspecto essencial do processo a natureza da biomassa ativa.As Redes Neurais Artificiais (RNA’s) constituem um tipo de modelo matemático da área da Inteligência Artificial são uma técnica de modelagem baseada nas relações entrada-saída (estruturas black- box) que tem recebido grande interesse da comunidade científica, sendo realizadas pesquisas de forma multidisciplinar. Assim, esta pesquisa se estrutura com o objetivo de modelar e simular um reator UASB, afim de avaliar e estabelecer parâmetros de controle, através de Redes Neurais Artificiais (RNA). O conjunto de dados, referentes aos 13 parâmetros analisados, foi subdividido de três formas diferentes e com o uso de uma camada oculta e com duas camadas ocultas com variação do número de neurônios em quantidades de 5, 10 e 15. Além disso, as funções de ativação sofreram modificação com o intuito de obter flutuações das redes. Dessa forma, concluiu-se que quando se utiliza uma única camada intermediária, a melhor função de ativação foi a Logsig e a melhor distribuição de dados apresentou-se quando foi combinado 80% dos dados usados para treinamento, 10 % para teste e 10 % para validação. Paralelamente, é possível concluir que quanto maior é o número de neurônio usado na camada oculta, melhores coeficientes de determinação são encontrados. Nesta 2 circunstância, o R foi de 0,9985,valor considerado muito satisfatório para predição dos parâmetros analisados. Quando modelada com 2 camadas ocultas, os resultados assemelharam-se bastante com as simulações de uma camada oculta, visto os melhores resultados terem sido obtidos na distribuição de dados , 80%, 10% , 10%, respectivamente para treinamento, teste e validação. O melhor coeficiente de determinação foi obtido com a combinação das funções de ativação Tansig na camada oculta 1 e Logsig na camada oculta 2, 2 obtivendo um R de 0,9912, considerado excelente para a predição dos dados.Submitted by Jean Medeiros (jeanletras@uepb.edu.br) on 2016-08-25T12:31:09Z No. of bitstreams: 1 PDF - Pedro Nogueira da Silva Neto.pdf: 2592431 bytes, checksum: 2f677411e0aeb3c27f0922d578ac580c (MD5)Made available in DSpace on 2016-08-25T12:31:09Z (GMT). No. of bitstreams: 1 PDF - Pedro Nogueira da Silva Neto.pdf: 2592431 bytes, checksum: 2f677411e0aeb3c27f0922d578ac580c (MD5) Previous issue date: 2015-05-28application/pdfhttp://tede.bc.uepb.edu.br/jspui/retrieve/5182/PDF%20-%20Pedro%20Nogueira%20da%20Silva%20Neto.pdf.jpgporUniversidade Estadual da ParaíbaPrograma de Pós-Graduação em Ciência e Tecnologia Ambiental - PPGCTAUEPBBrasilPró-Reitoria de Pós-Graduação e Pesquisa - PRPGPTratamento de esgotoMatéria orgânicaMATLABRedes neurais artificiaisOrganic matterSewage treatmentENGENHARIAS::ENGENHARIA SANITARIAModelagem e simulação de um sistema de tratamento de esgoto sanitário usando rede neural artificialinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesis44240657867457009536006006005248714503811102784980055448743338403info:eu-repo/semantics/openAccessreponame:Biblioteca Digital de Teses e Dissertações da UEPBinstname:Universidade Estadual da Paraíba (UEPB)instacron:UEPBTHUMBNAILPDF - Pedro Nogueira da Silva Neto.pdf.jpgPDF - Pedro Nogueira da Silva Neto.pdf.jpgimage/jpeg3411http://tede.bc.uepb.edu.br/jspui/bitstream/tede/2472/3/PDF+-+Pedro+Nogueira+da+Silva+Neto.pdf.jpgb84d5bec1620b82e136bd29984644039MD53ORIGINALPDF - Pedro Nogueira da Silva Neto.pdfPDF - Pedro Nogueira da Silva Neto.pdfapplication/pdf2592431http://tede.bc.uepb.edu.br/jspui/bitstream/tede/2472/2/PDF+-+Pedro+Nogueira+da+Silva+Neto.pdf2f677411e0aeb3c27f0922d578ac580cMD52LICENSElicense.txtlicense.txttext/plain; charset=utf-81960http://tede.bc.uepb.edu.br/jspui/bitstream/tede/2472/1/license.txt6052ae61e77222b2086e666b7ae213ceMD51tede/24722016-08-26 01:01:07.006oai:tede.bc.uepb.edu.br:tede/2472TElDRU7Dh0EgREUgRElTVFJJQlVJw4fDg08gTsODTy1FWENMVVNJVkEKCkNvbSBhIGFwcmVzZW50YcOnw6NvIGRlc3RhIGxpY2Vuw6dhLCB2b2PDqiAobyBhdXRvciAoZXMpIG91IG8gdGl0dWxhciBkb3MgZGlyZWl0b3MgZGUgYXV0b3IpIGNvbmNlZGUgw6AgVW5pdmVyc2lkYWRlIApFc3RhZHVhbCBkYSBQYXJhw61iYSBvIGRpcmVpdG8gbsOjby1leGNsdXNpdm8gZGUgcmVwcm9kdXppciwgIHRyYWR1emlyIChjb25mb3JtZSBkZWZpbmlkbyBhYmFpeG8pLCBlL291IApkaXN0cmlidWlyIGEgc3VhIHRlc2Ugb3UgZGlzc2VydGHDp8OjbyAoaW5jbHVpbmRvIG8gcmVzdW1vKSBwb3IgdG9kbyBvIG11bmRvIG5vIGZvcm1hdG8gaW1wcmVzc28gZSBlbGV0csO0bmljbyBlIAplbSBxdWFscXVlciBtZWlvLCBpbmNsdWluZG8gb3MgZm9ybWF0b3Mgw6F1ZGlvIG91IHbDrWRlby4KClZvY8OqIGNvbmNvcmRhIHF1ZSBhIFVFUEIgcG9kZSwgc2VtIGFsdGVyYXIgbyBjb250ZcO6ZG8sIHRyYW5zcG9yIGEgc3VhIHRlc2Ugb3UgZGlzc2VydGHDp8OjbyAKcGFyYSBxdWFscXVlciBtZWlvIG91IGZvcm1hdG8gcGFyYSBmaW5zIGRlIHByZXNlcnZhw6fDo28uCgpWb2PDqiB0YW1iw6ltIGNvbmNvcmRhIHF1ZSBhIFVFUEIgcG9kZSBtYW50ZXIgbWFpcyBkZSB1bWEgY8OzcGlhIGRhIHN1YSB0ZXNlIG91IApkaXNzZXJ0YcOnw6NvIHBhcmEgZmlucyBkZSBzZWd1cmFuw6dhLCBiYWNrdXAgZSBwcmVzZXJ2YcOnw6NvLgoKVm9jw6ogZGVjbGFyYSBxdWUgYSBzdWEgdGVzZSBvdSBkaXNzZXJ0YcOnw6NvIMOpIG9yaWdpbmFsIGUgcXVlIHZvY8OqIHRlbSBvIHBvZGVyIGRlIGNvbmNlZGVyIG9zIGRpcmVpdG9zIGNvbnRpZG9zIApuZXN0YSBsaWNlbsOnYS4gVm9jw6ogdGFtYsOpbSBkZWNsYXJhIHF1ZSBvIGRlcMOzc2l0byBkYSBzdWEgdGVzZSBvdSBkaXNzZXJ0YcOnw6NvIG7Do28sIHF1ZSBzZWphIGRlIHNldSAKY29uaGVjaW1lbnRvLCBpbmZyaW5nZSBkaXJlaXRvcyBhdXRvcmFpcyBkZSBuaW5ndcOpbS4KCkNhc28gYSBzdWEgdGVzZSBvdSBkaXNzZXJ0YcOnw6NvIGNvbnRlbmhhIG1hdGVyaWFsIHF1ZSB2b2PDqiBuw6NvIHBvc3N1aSBhIHRpdHVsYXJpZGFkZSBkb3MgZGlyZWl0b3MgYXV0b3JhaXMsIHZvY8OqIApkZWNsYXJhIHF1ZSBvYnRldmUgYSBwZXJtaXNzw6NvIGlycmVzdHJpdGEgZG8gZGV0ZW50b3IgZG9zIGRpcmVpdG9zIGF1dG9yYWlzIHBhcmEgY29uY2VkZXIgw6AgVUVQQiAKb3MgZGlyZWl0b3MgYXByZXNlbnRhZG9zIG5lc3RhIGxpY2Vuw6dhLCBlIHF1ZSBlc3NlIG1hdGVyaWFsIGRlIHByb3ByaWVkYWRlIGRlIHRlcmNlaXJvcyBlc3TDoSBjbGFyYW1lbnRlIAppZGVudGlmaWNhZG8gZSByZWNvbmhlY2lkbyBubyB0ZXh0byBvdSBubyBjb250ZcO6ZG8gZGEgdGVzZSBvdSBkaXNzZXJ0YcOnw6NvIG9yYSBkZXBvc2l0YWRhLgoKQ0FTTyBBIFRFU0UgT1UgRElTU0VSVEHDh8ODTyBPUkEgREVQT1NJVEFEQSBURU5IQSBTSURPIFJFU1VMVEFETyBERSBVTSBQQVRST0PDjU5JTyBPVSAKQVBPSU8gREUgVU1BIEFHw4pOQ0lBIERFIEZPTUVOVE8gT1UgT1VUUk8gT1JHQU5JU01PIFFVRSBOw4NPIFNFSkEgQSBVRVBCLCAKVk9Dw4ogREVDTEFSQSBRVUUgUkVTUEVJVE9VIFRPRE9TIEUgUVVBSVNRVUVSIERJUkVJVE9TIERFIFJFVklTw4NPIENPTU8gVEFNQsOJTSBBUyAKREVNQUlTIE9CUklHQcOHw5VFUyBFWElHSURBUyBQT1IgQ09OVFJBVE8gT1UgQUNPUkRPLgoKQSBVRVBCIHNlIGNvbXByb21ldGUgYSBpZGVudGlmaWNhciBjbGFyYW1lbnRlIG8gc2V1IG5vbWUgKHMpIG91IG8ocykgbm9tZShzKSBkbyhzKSAKZGV0ZW50b3IoZXMpIGRvcyBkaXJlaXRvcyBhdXRvcmFpcyBkYSB0ZXNlIG91IGRpc3NlcnRhw6fDo28sIGUgbsOjbyBmYXLDoSBxdWFscXVlciBhbHRlcmHDp8OjbywgYWzDqW0gZGFxdWVsYXMgCmNvbmNlZGlkYXMgcG9yIGVzdGEgbGljZW7Dp2EuCg==Biblioteca Digital de Teses e Dissertaçõeshttp://tede.bc.uepb.edu.br/jspui/PUBhttp://tede.bc.uepb.edu.br/oai/requestbc@uepb.edu.br||opendoar:2016-08-26T04:01:07Biblioteca Digital de Teses e Dissertações da UEPB - Universidade Estadual da Paraíba (UEPB)false
dc.title.por.fl_str_mv Modelagem e simulação de um sistema de tratamento de esgoto sanitário usando rede neural artificial
title Modelagem e simulação de um sistema de tratamento de esgoto sanitário usando rede neural artificial
spellingShingle Modelagem e simulação de um sistema de tratamento de esgoto sanitário usando rede neural artificial
Silva Neto, Pedro Nogueira da
Tratamento de esgoto
Matéria orgânica
MATLAB
Redes neurais artificiais
Organic matter
Sewage treatment
ENGENHARIAS::ENGENHARIA SANITARIA
title_short Modelagem e simulação de um sistema de tratamento de esgoto sanitário usando rede neural artificial
title_full Modelagem e simulação de um sistema de tratamento de esgoto sanitário usando rede neural artificial
title_fullStr Modelagem e simulação de um sistema de tratamento de esgoto sanitário usando rede neural artificial
title_full_unstemmed Modelagem e simulação de um sistema de tratamento de esgoto sanitário usando rede neural artificial
title_sort Modelagem e simulação de um sistema de tratamento de esgoto sanitário usando rede neural artificial
author Silva Neto, Pedro Nogueira da
author_facet Silva Neto, Pedro Nogueira da
author_role author
dc.contributor.advisor1.fl_str_mv Vieira, Fernando Fernandes
dc.contributor.advisor1ID.fl_str_mv 25184016449
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/1129711375633007
dc.contributor.referee1.fl_str_mv Sousa, José Tavares de
dc.contributor.referee1ID.fl_str_mv 13140124449
dc.contributor.referee1Lattes.fl_str_mv http://lattes.cnpq.br/9348418607084437
dc.contributor.referee2.fl_str_mv Barbosa, Enivaldo Santos
dc.contributor.referee2ID.fl_str_mv 99699745487
dc.contributor.referee2Lattes.fl_str_mv http://lattes.cnpq.br/0836077322322032
dc.contributor.authorID.fl_str_mv 05344993412
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/6825754825385936
dc.contributor.author.fl_str_mv Silva Neto, Pedro Nogueira da
contributor_str_mv Vieira, Fernando Fernandes
Sousa, José Tavares de
Barbosa, Enivaldo Santos
dc.subject.por.fl_str_mv Tratamento de esgoto
Matéria orgânica
MATLAB
Redes neurais artificiais
topic Tratamento de esgoto
Matéria orgânica
MATLAB
Redes neurais artificiais
Organic matter
Sewage treatment
ENGENHARIAS::ENGENHARIA SANITARIA
dc.subject.eng.fl_str_mv Organic matter
Sewage treatment
dc.subject.cnpq.fl_str_mv ENGENHARIAS::ENGENHARIA SANITARIA
description The population growth in cities, and in parallel, the intensification of agricultural and livestock activities , in addition to industrial and agro-industrial development are the main causes for the increase in the dumping of sewage , often arranged in lakes , seas and rivers in its raw form or with insufficient treatment. UpflowAnaerobicSludgeBlanket(UASB) reactors appear as an option for treatment of various types of wastewater , widespread and well being applied more than the other , and having as an essential aspect of the process the nature of the active biomass. The Artificial Neural Networks ( ANN ) are a type of mathematical model of the area of Artificial Intelligence are a modeling technique based on input-output relations ( black -box structures) that has received great interest from the scientific community , being carried out research in a multidisciplinary way. Thus, this research is structured in order to model and simulate a UASB reactor in order to evaluate and establish control parameters, using Artificial Neural Networks (ANN). The set of data relating to the 13 analyzed parameters , has been subdivided in three different forms and the use of a hidden layer and two hidden layers with varying number of neurons in amounts of 5, 10 and 15. In addition, the functions activation were modified in order to obtain fluctuations networks. Thus, it was found that when using a single intermediate layer, the best activation function was Logsig and better distribution data is presented when it was combined 80% of the data used for training, 10% for trial and 10% for validation. At the same time, one can conclude that the greater the number of neurons used in the hidden layer, best determination coefficients are found. In this 2 circumstance, the R was 0.9985, which was considered most suitable for predicting the parameters analyzed. When patterned with 2 hidden layers, the results resembled well with the simulation of a hidden layer, since the best results have been obtained for distributing data, 80%, 10%, 10% respectively to training, testing and validation. The best determination coefficient was obtained with the combination of Tansig activation functions in the hidden 2 layer 1 and Logsig in the hidden layer 2, obtivendo an R of 0.9912, considered excellent for predicting the data.
publishDate 2015
dc.date.issued.fl_str_mv 2015-05-28
dc.date.accessioned.fl_str_mv 2016-08-25T12:31:09Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
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dc.identifier.citation.fl_str_mv SILVA NETO, P. N. da. Modelagem e simulação de um sistema de tratamento de esgoto sanitário usando rede neural artificial. 2015. 69f. Dissertação (Programa de Pós-Graduação em Ciência e Tecnologia Ambiental - PPGCTA)- Universidade Estadual da Paraíba, Campina Grande, 2015.
dc.identifier.uri.fl_str_mv http://tede.bc.uepb.edu.br/tede/jspui/handle/tede/2472
identifier_str_mv SILVA NETO, P. N. da. Modelagem e simulação de um sistema de tratamento de esgoto sanitário usando rede neural artificial. 2015. 69f. Dissertação (Programa de Pós-Graduação em Ciência e Tecnologia Ambiental - PPGCTA)- Universidade Estadual da Paraíba, Campina Grande, 2015.
url http://tede.bc.uepb.edu.br/tede/jspui/handle/tede/2472
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