Performance de emissores em irrigação por gotejamento com uso de esgoto doméstico tratado
Autor(a) principal: | |
---|---|
Data de Publicação: | 2016 |
Tipo de documento: | Dissertação |
Idioma: | por |
Título da fonte: | Biblioteca Digital de Teses e Dissertações da UFRPE |
Texto Completo: | http://www.tede2.ufrpe.br:8080/tede2/handle/tede2/7688 |
Resumo: | Because of availability reduction of water resources in quantity and quality to attend its diverse uses, usage of treated wastewater is nowadays more a need than an alternative, especially in regions having scarcity. Drip irrigations systems are an efficient and reliable way to use sewage effluent in agriculture. However, some characteristics of wastewater could reduce performance of emitters and system uniformity. The aim of this study was to assess a drip irrigation system under field conditions using treated sewage effluents obtained from three different treatment methods: UASB reactor, anaerobic filter associated with a septic tank, anaerobic filter and fresh water as control treatment. Four kinds of emitters were evaluated. Two was inline labyrinth type and two online, where one of inline drippers was non-pressure compensating. Initial condition of drippers was defined before the start of experiment. Subsequently, three discharge measurements of 16 emitters in each lateral were performed through the execution of experiment at 0,5; 7 and 55 working hours. To assess the response of average discharge of emitters to treatments it were used statistical quality control and process tools. Irrigation with treated sewage effluent promoted increasing of mean discharge ratio coefficient (Dra) and diminishing emission uniformity (EU) and statistical uniformity coefficient (Us). Physic and chemical characteristics of effluents was identified as main causes of clogging. At the end of experiment, there was interaction between kind of water and type of emitter, where the least favorable combination was online lateral outlet dripper using any kind of treated effluent. In this circumstance, there was high percentage of emitter clogging. There was no difference in performance of system using inline non-pressure compensating emitters instead of using inline self-compensating and online pressure compensating emitter with upper outlet. Initial condition of drippers was classified as excellent according to manufacturing coefficient of variability (Mfg CV) values. Even with this characteristic, none of the emitters of the drippers reaches the manufacturer´s specification for average flow in field conditions. Online emitters showed more dispersion for individual flow measurements and non-pressure compensating dripper showed less variability. Irrigation process using online upper outlet was under statistical control through all experiment when using fresh water. When using treated wastewater effluents for irrigation it is recommended a first system assessment after 7 operation hours with the application of control and appropriated correcting procedures to diminish clogging issues. |
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SILVA, Ênio Farias de França eALBUQUERQUE FILHO, João Audifax Cézar deALMEIDA, Ceres Duarte Guedes Cabral deSILVA, Alexsandro Oliveira dahttp://lattes.cnpq.br/7064400191129189ACUÑA CHINCHILLA, Sisgo Rachith2018-11-12T13:41:17Z2016-02-29ACUÑA CHINCHILLA, Sisgo Rachith. Performance de emissores em irrigação por gotejamento com uso de esgoto doméstico tratado. 2016. 108 f. Dissertação (Programa de Pós-Graduação em Engenharia Agrícola) - Universidade Federal Rural de Pernambuco, Recife.http://www.tede2.ufrpe.br:8080/tede2/handle/tede2/7688Because of availability reduction of water resources in quantity and quality to attend its diverse uses, usage of treated wastewater is nowadays more a need than an alternative, especially in regions having scarcity. Drip irrigations systems are an efficient and reliable way to use sewage effluent in agriculture. However, some characteristics of wastewater could reduce performance of emitters and system uniformity. The aim of this study was to assess a drip irrigation system under field conditions using treated sewage effluents obtained from three different treatment methods: UASB reactor, anaerobic filter associated with a septic tank, anaerobic filter and fresh water as control treatment. Four kinds of emitters were evaluated. Two was inline labyrinth type and two online, where one of inline drippers was non-pressure compensating. Initial condition of drippers was defined before the start of experiment. Subsequently, three discharge measurements of 16 emitters in each lateral were performed through the execution of experiment at 0,5; 7 and 55 working hours. To assess the response of average discharge of emitters to treatments it were used statistical quality control and process tools. Irrigation with treated sewage effluent promoted increasing of mean discharge ratio coefficient (Dra) and diminishing emission uniformity (EU) and statistical uniformity coefficient (Us). Physic and chemical characteristics of effluents was identified as main causes of clogging. At the end of experiment, there was interaction between kind of water and type of emitter, where the least favorable combination was online lateral outlet dripper using any kind of treated effluent. In this circumstance, there was high percentage of emitter clogging. There was no difference in performance of system using inline non-pressure compensating emitters instead of using inline self-compensating and online pressure compensating emitter with upper outlet. Initial condition of drippers was classified as excellent according to manufacturing coefficient of variability (Mfg CV) values. Even with this characteristic, none of the emitters of the drippers reaches the manufacturer´s specification for average flow in field conditions. Online emitters showed more dispersion for individual flow measurements and non-pressure compensating dripper showed less variability. Irrigation process using online upper outlet was under statistical control through all experiment when using fresh water. When using treated wastewater effluents for irrigation it is recommended a first system assessment after 7 operation hours with the application of control and appropriated correcting procedures to diminish clogging issues.Como resultado da redução da disponibilidade do recurso hídrico em qualidade e quantidade apropriada para seus diversos usos, a utilização de água residuária tratada é atualmente uma necessidade mais do que uma alternativa, principalmente naquelas regiões que apresentam escassez. Os sistemas de irrigação por gotejamento são uma forma eficiente e confiável para utilizar efluentes domésticos tratados na agricultura. Porém, algumas características da água residuária podem comprometer o desempenho dos emissores e a uniformidade do sistema. Objetivou-se com este trabalho avaliar o desempenho de um sistema de irrigação por gotejamento sob condições de campo utilizando efluentes de esgoto doméstico obtido através de diferentes métodos de tratamento: reator UASB, filtro digestor anaeróbio associado a um decanto digestor e filtro digestor anaeróbio, em comparação com o uso de água de abastecimento. Foram avaliados quatro tipos de gotejadores, dois internos tipo labirinto e dois externos, sendo um dos emissores internos não autocompensante. Determinou-se a condição inicial dos emissores antes do experimento. Posteriormente foram realizadas três coletas da vazão de 16 gotejadores em cada linha lateral para determinar as variações nos coeficientes de desempenho do sistema às 0,5; 7 e 55 horas de funcionamento. Para a avaliação da resposta da vazão média dos gotejadores aos tratamentos, foram utilizadas ferramentas do controle estatístico da qualidade e do processo. A irrigação com efluente doméstico tratado provocou o aumento no Coeficiente de Variação da vazão (CVq) e diminuição dos Coeficientes de Uniformidade e Estatístico (CUD e CUE). As características físicas e químicas dos efluentes foram identificadas como as causas principais do entupimento. No final do experimento apresentou-se interação entre os tipos de água e modelo do emissor, sendo a combinação menos favorável o gotejador externo de saída lateral dupla usando todos os tipos de efluente tratado. Nesse caso apresentou-se entupimento de uma alta porcentagem de emissores. Não houve diferença no desempenho do sistema funcionando com o gotejador não autocompensante em comparação com o gotejador interno autocompensante e o gotejador externo autocompensante de saída superior. A condição inicial dos emissores foi classificada como excelente de acordo com o Coeficiente de Variação do fabricante (CVf). Mesmo apresentando esta característica, nenhum dos modelos conseguiu atingir a especificação de vazão nominal em condições de campo. Os gotejadores externos apresentaram maior dispersão entre as medidas de vazão o gotejador interno a menor variabilidade. O processo de irrigação com o gotejador externo de saída superior esteve sob controle durante todo o experimento utilizando água de abastecimento. Para o uso de efluentes de esgoto doméstico tratado recomenda-se a primeira avaliação após 7 horas de trabalho e medidas apropriadas para corrigir problemas de entupimento.Submitted by Mario BC (mario@bc.ufrpe.br) on 2018-11-12T13:41:17Z No. of bitstreams: 1 Sisgo Rachith Acuna Chinchilla.pdf: 3142866 bytes, checksum: 7131836644011c9bfa51b4306c3990f9 (MD5)Made available in DSpace on 2018-11-12T13:41:17Z (GMT). No. of bitstreams: 1 Sisgo Rachith Acuna Chinchilla.pdf: 3142866 bytes, checksum: 7131836644011c9bfa51b4306c3990f9 (MD5) Previous issue date: 2016-02-29Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPESapplication/pdfporUniversidade Federal Rural de PernambucoPrograma de Pós-Graduação em Engenharia AgrícolaUFRPEBrasilDepartamento de Engenharia AgrícolaReúso da águaIrrigação por gotejamentoÁgua residuáriaCIENCIAS AGRARIAS::ENGENHARIA AGRICOLAPerformance de emissores em irrigação por gotejamento com uso de esgoto doméstico tratadoinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesis-5347692450416052129600600600600-286211619635507967491854457215887615552075167498588264571info:eu-repo/semantics/openAccessreponame:Biblioteca Digital de Teses e Dissertações da UFRPEinstname:Universidade Federal Rural de Pernambuco (UFRPE)instacron:UFRPEORIGINALSisgo Rachith Acuna Chinchilla.pdfSisgo Rachith Acuna Chinchilla.pdfapplication/pdf3142866http://www.tede2.ufrpe.br:8080/tede2/bitstream/tede2/7688/2/Sisgo+Rachith+Acuna+Chinchilla.pdf7131836644011c9bfa51b4306c3990f9MD52LICENSElicense.txtlicense.txttext/plain; charset=utf-82165http://www.tede2.ufrpe.br:8080/tede2/bitstream/tede2/7688/1/license.txtbd3efa91386c1718a7f26a329fdcb468MD51tede2/76882023-06-12 15:18:51.815oai:tede2: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Biblioteca Digital de Teses e Dissertaçõeshttp://www.tede2.ufrpe.br:8080/tede/PUBhttp://www.tede2.ufrpe.br:8080/oai/requestbdtd@ufrpe.br ||bdtd@ufrpe.bropendoar:2024-05-28T12:36:00.144154Biblioteca Digital de Teses e Dissertações da UFRPE - Universidade Federal Rural de Pernambuco (UFRPE)false |
dc.title.por.fl_str_mv |
Performance de emissores em irrigação por gotejamento com uso de esgoto doméstico tratado |
title |
Performance de emissores em irrigação por gotejamento com uso de esgoto doméstico tratado |
spellingShingle |
Performance de emissores em irrigação por gotejamento com uso de esgoto doméstico tratado ACUÑA CHINCHILLA, Sisgo Rachith Reúso da água Irrigação por gotejamento Água residuária CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA |
title_short |
Performance de emissores em irrigação por gotejamento com uso de esgoto doméstico tratado |
title_full |
Performance de emissores em irrigação por gotejamento com uso de esgoto doméstico tratado |
title_fullStr |
Performance de emissores em irrigação por gotejamento com uso de esgoto doméstico tratado |
title_full_unstemmed |
Performance de emissores em irrigação por gotejamento com uso de esgoto doméstico tratado |
title_sort |
Performance de emissores em irrigação por gotejamento com uso de esgoto doméstico tratado |
author |
ACUÑA CHINCHILLA, Sisgo Rachith |
author_facet |
ACUÑA CHINCHILLA, Sisgo Rachith |
author_role |
author |
dc.contributor.advisor1.fl_str_mv |
SILVA, Ênio Farias de França e |
dc.contributor.referee1.fl_str_mv |
ALBUQUERQUE FILHO, João Audifax Cézar de |
dc.contributor.referee2.fl_str_mv |
ALMEIDA, Ceres Duarte Guedes Cabral de |
dc.contributor.referee3.fl_str_mv |
SILVA, Alexsandro Oliveira da |
dc.contributor.authorLattes.fl_str_mv |
http://lattes.cnpq.br/7064400191129189 |
dc.contributor.author.fl_str_mv |
ACUÑA CHINCHILLA, Sisgo Rachith |
contributor_str_mv |
SILVA, Ênio Farias de França e ALBUQUERQUE FILHO, João Audifax Cézar de ALMEIDA, Ceres Duarte Guedes Cabral de SILVA, Alexsandro Oliveira da |
dc.subject.por.fl_str_mv |
Reúso da água Irrigação por gotejamento Água residuária |
topic |
Reúso da água Irrigação por gotejamento Água residuária CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA |
dc.subject.cnpq.fl_str_mv |
CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA |
description |
Because of availability reduction of water resources in quantity and quality to attend its diverse uses, usage of treated wastewater is nowadays more a need than an alternative, especially in regions having scarcity. Drip irrigations systems are an efficient and reliable way to use sewage effluent in agriculture. However, some characteristics of wastewater could reduce performance of emitters and system uniformity. The aim of this study was to assess a drip irrigation system under field conditions using treated sewage effluents obtained from three different treatment methods: UASB reactor, anaerobic filter associated with a septic tank, anaerobic filter and fresh water as control treatment. Four kinds of emitters were evaluated. Two was inline labyrinth type and two online, where one of inline drippers was non-pressure compensating. Initial condition of drippers was defined before the start of experiment. Subsequently, three discharge measurements of 16 emitters in each lateral were performed through the execution of experiment at 0,5; 7 and 55 working hours. To assess the response of average discharge of emitters to treatments it were used statistical quality control and process tools. Irrigation with treated sewage effluent promoted increasing of mean discharge ratio coefficient (Dra) and diminishing emission uniformity (EU) and statistical uniformity coefficient (Us). Physic and chemical characteristics of effluents was identified as main causes of clogging. At the end of experiment, there was interaction between kind of water and type of emitter, where the least favorable combination was online lateral outlet dripper using any kind of treated effluent. In this circumstance, there was high percentage of emitter clogging. There was no difference in performance of system using inline non-pressure compensating emitters instead of using inline self-compensating and online pressure compensating emitter with upper outlet. Initial condition of drippers was classified as excellent according to manufacturing coefficient of variability (Mfg CV) values. Even with this characteristic, none of the emitters of the drippers reaches the manufacturer´s specification for average flow in field conditions. Online emitters showed more dispersion for individual flow measurements and non-pressure compensating dripper showed less variability. Irrigation process using online upper outlet was under statistical control through all experiment when using fresh water. When using treated wastewater effluents for irrigation it is recommended a first system assessment after 7 operation hours with the application of control and appropriated correcting procedures to diminish clogging issues. |
publishDate |
2016 |
dc.date.issued.fl_str_mv |
2016-02-29 |
dc.date.accessioned.fl_str_mv |
2018-11-12T13:41:17Z |
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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publishedVersion |
dc.identifier.citation.fl_str_mv |
ACUÑA CHINCHILLA, Sisgo Rachith. Performance de emissores em irrigação por gotejamento com uso de esgoto doméstico tratado. 2016. 108 f. Dissertação (Programa de Pós-Graduação em Engenharia Agrícola) - Universidade Federal Rural de Pernambuco, Recife. |
dc.identifier.uri.fl_str_mv |
http://www.tede2.ufrpe.br:8080/tede2/handle/tede2/7688 |
identifier_str_mv |
ACUÑA CHINCHILLA, Sisgo Rachith. Performance de emissores em irrigação por gotejamento com uso de esgoto doméstico tratado. 2016. 108 f. Dissertação (Programa de Pós-Graduação em Engenharia Agrícola) - Universidade Federal Rural de Pernambuco, Recife. |
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http://www.tede2.ufrpe.br:8080/tede2/handle/tede2/7688 |
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Universidade Federal Rural de Pernambuco |
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