Desempenho hidráulico de unidades gotejadoras com efluente doméstico tratado e prevenção do entupimento
Autor(a) principal: | |
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Data de Publicação: | 2017 |
Tipo de documento: | Tese |
Idioma: | por |
Título da fonte: | Biblioteca Digital de Teses e Dissertações da UFERSA |
Texto Completo: | https://repositorio.ufersa.edu.br/handle/tede/710 |
Resumo: | Brazil faces typical problems of a developing society in relation to water scarcity. This situation intensifies in the northeast region, due to its climate and the lower incidence of rainfall. Reusing water is a way to control losses and avoid waste. Their reuse in agriculture can be a very effective strategy for preserving water resources and reducing their indiscriminate use. An alternative to reduce the risks of contamination of agricultural crops is the use of drip irrigation systems. In this context, the present work had as objective to study the hydraulic performance of dripping units with treated domestic effluent and prevention of clogging. Two experimental stands were set up in an area located in the East Campus of the Universidade Federal Rural do Semi – Árido, Mossoró/RN, to evaluate the hydraulic performance and clogging of four types of drippers every 80 h, applying treated domestic wastewater (ARDT), For a total of 400 hours. The experiment was set up in a sub - divided plots scheme, with treatments: T1 - without application of the product, T2 - 100ml of Byosol Swift in 50L of water, T3 - 200ml of Byosol Swift in 50L of water, and T4 - 300ml of Byosol Swift in 50L of water. In the subplots the types of drippers: G1 - flow of 1,60 L h-1, G2 - flow of 2.00 L h-1, G3 - flow of 1,60 L h-1, and G4 - 70 L h-1, and in the subsubparcels the evaluation periods: 0, 80, 160, 240, 360 and 400 h. At each time, physical-chemical and microbiological analyzes of treated domestic wastewater were also carried out. Data were submitted to simple and multiple regression analysis, mean test and Pearson parametric correlation test. The results indicated that the null (mean), cubic, quadratic and linear regression models were the ones that best fit the analyzed variables, depending on the dosages of the product. The elements Fe, SD, SS, Ca2+ and pH predominated in the empirical models of hydraulic performance for the four types of drippers. There was no difference between treatments. The changes in the analyzed variables were due to the time of operation and the physical-chemical agents, which caused partial clogging of the drippers and, consequently, increase in the coefficients of variation of the flow of the drippers in the irrigation units that operated with ARDT. The action of the enzymatic catalyst was inhibited due to the high chlorine content present in the ARDT. The chemical elements, chlorine, potassium, calcium, silicon, iron and sulfur predominated in the chemical composition of the biofouling present in the analyzed drippers. The service pressures verified upstream and downstream of the screen filter of the irrigation system have inverse behavior over time |
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Batista, Rafael OliveiraLemos Filho, Luis César de Aquinohttp://lattes.cnpq.br/3767200446774360Andrade Filho, Jerônimohttp://lattes.cnpq.br/5042861886172615Coelho, Daniela da Costa Leitehttp://lattes.cnpq.br/2826359344539740Marques, Blake Charles Dinizhttp://lattes.cnpq.br/5697026315809928Santos, Wesley de Oliveirahttp://lattes.cnpq.br/348714510466108805096121488http://lattes.cnpq.br/6557455517182117http://lattes.cnpq.br/6747258062404427Silva, Ketson Bruno da2017-05-24T11:16:28Z2017-02-16SILVA, Ketson Bruno da. Desempenho hidráulico de unidades gotejadoras com efluente doméstico tratado e prevenção do entupimento. 2017. 132 f. Tese (Doutorado) - Curso de Pós-graduação em Manejo de Solo e Água, Universidade Federal Rural do Semi-Árido, Mossoró, 2017.https://repositorio.ufersa.edu.br/handle/tede/710Brazil faces typical problems of a developing society in relation to water scarcity. This situation intensifies in the northeast region, due to its climate and the lower incidence of rainfall. Reusing water is a way to control losses and avoid waste. Their reuse in agriculture can be a very effective strategy for preserving water resources and reducing their indiscriminate use. An alternative to reduce the risks of contamination of agricultural crops is the use of drip irrigation systems. In this context, the present work had as objective to study the hydraulic performance of dripping units with treated domestic effluent and prevention of clogging. Two experimental stands were set up in an area located in the East Campus of the Universidade Federal Rural do Semi – Árido, Mossoró/RN, to evaluate the hydraulic performance and clogging of four types of drippers every 80 h, applying treated domestic wastewater (ARDT), For a total of 400 hours. The experiment was set up in a sub - divided plots scheme, with treatments: T1 - without application of the product, T2 - 100ml of Byosol Swift in 50L of water, T3 - 200ml of Byosol Swift in 50L of water, and T4 - 300ml of Byosol Swift in 50L of water. In the subplots the types of drippers: G1 - flow of 1,60 L h-1, G2 - flow of 2.00 L h-1, G3 - flow of 1,60 L h-1, and G4 - 70 L h-1, and in the subsubparcels the evaluation periods: 0, 80, 160, 240, 360 and 400 h. At each time, physical-chemical and microbiological analyzes of treated domestic wastewater were also carried out. Data were submitted to simple and multiple regression analysis, mean test and Pearson parametric correlation test. The results indicated that the null (mean), cubic, quadratic and linear regression models were the ones that best fit the analyzed variables, depending on the dosages of the product. The elements Fe, SD, SS, Ca2+ and pH predominated in the empirical models of hydraulic performance for the four types of drippers. There was no difference between treatments. The changes in the analyzed variables were due to the time of operation and the physical-chemical agents, which caused partial clogging of the drippers and, consequently, increase in the coefficients of variation of the flow of the drippers in the irrigation units that operated with ARDT. The action of the enzymatic catalyst was inhibited due to the high chlorine content present in the ARDT. The chemical elements, chlorine, potassium, calcium, silicon, iron and sulfur predominated in the chemical composition of the biofouling present in the analyzed drippers. The service pressures verified upstream and downstream of the screen filter of the irrigation system have inverse behavior over timeO Brasil enfrenta problemas típicos de uma sociedade em desenvolvimento com relação à escassez hídrica. Esta situação se intensifica na região nordeste, devido ao seu clima e as menores incidências de precipitações pluviométricas. Reutilizar a água é uma forma de controlar perdas e evitar desperdícios. Seu reúso na agricultura, pode ser uma estratégia bastante eficaz para preservar os recursos hídricos e diminuir sua utilização indiscriminada. Uma alternativa para reduzir os riscos de contaminação dos cultivos agrícolas é a utilização de sistemas de irrigação por gotejamento. Neste contexto, o presente trabalho teve como objetivo estudar o desempenho hidráulico de unidades gotejadoras com efluente doméstico tratado e prevenção do entupimento. Foram montadas duas bancadas experimentais em área localizada no Campus Leste da Universidade Federal Rural do Semi – Árido, Mossoró/RN, para avaliação, a cada 80h, do desempenho hidráulico e do entupimento de quatro tipos de gotejadores, aplicando água residuária doméstica tratada (ARDT), perfazendo um total de 400h. O experimento foi montado em esquema de parcelas subsubdivididas, tendo nas parcelas os tratamentos: T1 – sem aplicação do produto, T2 – 100ml de Byosol Swift em 50L de água, T3 – 200ml de Byosol Swift em 50L de água, e T4 – 300ml de Byosol Swift em 50L de água. Nas subparcelas os tipos de gotejadores: G1 – vazão de 1,60 L h-1, G2 – vazão de 2,00 L h-1, G3 – vazão de 1,60 L h-1, e G4 – vazão de 1,70 L h-1, e nas subsubparcelas os períodos das avaliações: 0, 80, 160, 240, 360 e 400 h. Em cada tempo, também foram feitas análises físico-químicas e microbiológicas da água residuária doméstica tratada. Os dados foram submetidos às análises de regressão simples e múltipla, teste de média e teste de correlações paramétricas de Pearson. Os resultados indicaram que os modelos de regressão nulo (média), cúbico, quadrático e linear, foram os que melhor se ajustaram às variáveis analisadas, em função das dosagens do produto. Os elementos Fe, SD, SS, Ca2+ e pH predominaram nos modelos empíricos de desempenho hidráulico para os quatro tipos de gotejadores. Não houve diferença entre os tratamentos. As alterações nas variáveis analisadas se deram em função do tempo de operação e dos agentes físico-químicos, que propiciaram entupimento parcial dos gotejadores e, consequentemente, aumento nos coeficientes de variação da vazão dos gotejadores nas unidades de irrigação que operaram com ARDT. A ação do catalisador enzimático foi inibida devido ao alto teor de cloro presente na ARDT. Os elementos químicos, cloro, potássio, cálcio, silício, ferro e enxofre predominaram na composição química da bioincrustação presente nos gotejadores analisados. As pressões de serviço verificadas a montante e a jusante do filtro de tela do sistema de irrigação, apresentam comportamentos inversos ao longo do tempoCoordenação de Aperfeiçoamento de Pessoal de Nível Superior2017-05-18application/pdfhttp://repositorio.ufersa.edu.br/retrieve/1753/KetsonBS_TESE.pdf.jpgporUniversidade Federal Rural do Semi-ÁridoPrograma de Pós-Graduação em Manejo de Solo e ÁguaUFERSABrasilCC-BY-SAinfo:eu-repo/semantics/openAccessDesobstruçãoEfluenteEsgotamento sanitárioReúsoUncloggingEffluentSanitary sewageReuseCNPQ::CIENCIAS AGRARIAS::AGRONOMIADesempenho hidráulico de unidades gotejadoras com efluente doméstico tratado e prevenção do entupimentoinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisreponame:Biblioteca Digital de Teses e Dissertações da UFERSAinstname:Universidade Federal Rural do Semi-Árido (UFERSA)instacron:UFERSAORIGINALKetsonBS_TESE.pdfKetsonBS_TESE.pdfapplication/pdf1539822https://repositorio.ufersa.edu.br//bitstream/tede/710/1/KetsonBS_TESE.pdf0c6b1fa96adda03092cd26468cf142d3MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-82165https://repositorio.ufersa.edu.br//bitstream/tede/710/2/license.txtbd3efa91386c1718a7f26a329fdcb468MD52TEXTKetsonBS_TESE.pdf.txtKetsonBS_TESE.pdf.txtExtracted Texttext/plain272555https://repositorio.ufersa.edu.br//bitstream/tede/710/3/KetsonBS_TESE.pdf.txt1e41ec43c2c2c6e6f43c6e21cbee3bf7MD53THUMBNAILKetsonBS_TESE.pdf.jpgKetsonBS_TESE.pdf.jpgGenerated Thumbnailimage/jpeg3563https://repositorio.ufersa.edu.br//bitstream/tede/710/4/KetsonBS_TESE.pdf.jpg96bb70f1fee861d0c7882dadd94d2d0cMD54tede/7102022-07-11 18:39:46.503oai:repositorio.ufersa.edu.br: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Biblioteca Digital de Teses e Dissertaçõeshttps://repositorio.ufersa.edu.br/PUBhttp://bdtd.ufersa.edu.br/oai/requestdirecaosisbi@ufersa.edu.br|| direcaosisbi@ufersa.edu.bropendoar:2022-07-11T21:39:46Biblioteca Digital de Teses e Dissertações da UFERSA - Universidade Federal Rural do Semi-Árido (UFERSA)false |
dc.title.por.fl_str_mv |
Desempenho hidráulico de unidades gotejadoras com efluente doméstico tratado e prevenção do entupimento |
title |
Desempenho hidráulico de unidades gotejadoras com efluente doméstico tratado e prevenção do entupimento |
spellingShingle |
Desempenho hidráulico de unidades gotejadoras com efluente doméstico tratado e prevenção do entupimento Silva, Ketson Bruno da Desobstrução Efluente Esgotamento sanitário Reúso Unclogging Effluent Sanitary sewage Reuse CNPQ::CIENCIAS AGRARIAS::AGRONOMIA |
title_short |
Desempenho hidráulico de unidades gotejadoras com efluente doméstico tratado e prevenção do entupimento |
title_full |
Desempenho hidráulico de unidades gotejadoras com efluente doméstico tratado e prevenção do entupimento |
title_fullStr |
Desempenho hidráulico de unidades gotejadoras com efluente doméstico tratado e prevenção do entupimento |
title_full_unstemmed |
Desempenho hidráulico de unidades gotejadoras com efluente doméstico tratado e prevenção do entupimento |
title_sort |
Desempenho hidráulico de unidades gotejadoras com efluente doméstico tratado e prevenção do entupimento |
author |
Silva, Ketson Bruno da |
author_facet |
Silva, Ketson Bruno da |
author_role |
author |
dc.contributor.authorID.por.fl_str_mv |
05096121488 |
dc.contributor.authorLattes.por.fl_str_mv |
http://lattes.cnpq.br/6557455517182117 |
dc.contributor.advisorLattes.por.fl_str_mv |
http://lattes.cnpq.br/6747258062404427 |
dc.contributor.advisor1.fl_str_mv |
Batista, Rafael Oliveira |
dc.contributor.advisor-co1.fl_str_mv |
Lemos Filho, Luis César de Aquino |
dc.contributor.advisor-co1Lattes.fl_str_mv |
http://lattes.cnpq.br/3767200446774360 |
dc.contributor.referee1.fl_str_mv |
Andrade Filho, Jerônimo |
dc.contributor.referee1Lattes.fl_str_mv |
http://lattes.cnpq.br/5042861886172615 |
dc.contributor.referee2.fl_str_mv |
Coelho, Daniela da Costa Leite |
dc.contributor.referee2Lattes.fl_str_mv |
http://lattes.cnpq.br/2826359344539740 |
dc.contributor.referee3.fl_str_mv |
Marques, Blake Charles Diniz |
dc.contributor.referee3Lattes.fl_str_mv |
http://lattes.cnpq.br/5697026315809928 |
dc.contributor.referee4.fl_str_mv |
Santos, Wesley de Oliveira |
dc.contributor.referee4Lattes.fl_str_mv |
http://lattes.cnpq.br/3487145104661088 |
dc.contributor.author.fl_str_mv |
Silva, Ketson Bruno da |
contributor_str_mv |
Batista, Rafael Oliveira Lemos Filho, Luis César de Aquino Andrade Filho, Jerônimo Coelho, Daniela da Costa Leite Marques, Blake Charles Diniz Santos, Wesley de Oliveira |
dc.subject.por.fl_str_mv |
Desobstrução Efluente Esgotamento sanitário Reúso Unclogging Effluent Sanitary sewage Reuse |
topic |
Desobstrução Efluente Esgotamento sanitário Reúso Unclogging Effluent Sanitary sewage Reuse CNPQ::CIENCIAS AGRARIAS::AGRONOMIA |
dc.subject.cnpq.fl_str_mv |
CNPQ::CIENCIAS AGRARIAS::AGRONOMIA |
description |
Brazil faces typical problems of a developing society in relation to water scarcity. This situation intensifies in the northeast region, due to its climate and the lower incidence of rainfall. Reusing water is a way to control losses and avoid waste. Their reuse in agriculture can be a very effective strategy for preserving water resources and reducing their indiscriminate use. An alternative to reduce the risks of contamination of agricultural crops is the use of drip irrigation systems. In this context, the present work had as objective to study the hydraulic performance of dripping units with treated domestic effluent and prevention of clogging. Two experimental stands were set up in an area located in the East Campus of the Universidade Federal Rural do Semi – Árido, Mossoró/RN, to evaluate the hydraulic performance and clogging of four types of drippers every 80 h, applying treated domestic wastewater (ARDT), For a total of 400 hours. The experiment was set up in a sub - divided plots scheme, with treatments: T1 - without application of the product, T2 - 100ml of Byosol Swift in 50L of water, T3 - 200ml of Byosol Swift in 50L of water, and T4 - 300ml of Byosol Swift in 50L of water. In the subplots the types of drippers: G1 - flow of 1,60 L h-1, G2 - flow of 2.00 L h-1, G3 - flow of 1,60 L h-1, and G4 - 70 L h-1, and in the subsubparcels the evaluation periods: 0, 80, 160, 240, 360 and 400 h. At each time, physical-chemical and microbiological analyzes of treated domestic wastewater were also carried out. Data were submitted to simple and multiple regression analysis, mean test and Pearson parametric correlation test. The results indicated that the null (mean), cubic, quadratic and linear regression models were the ones that best fit the analyzed variables, depending on the dosages of the product. The elements Fe, SD, SS, Ca2+ and pH predominated in the empirical models of hydraulic performance for the four types of drippers. There was no difference between treatments. The changes in the analyzed variables were due to the time of operation and the physical-chemical agents, which caused partial clogging of the drippers and, consequently, increase in the coefficients of variation of the flow of the drippers in the irrigation units that operated with ARDT. The action of the enzymatic catalyst was inhibited due to the high chlorine content present in the ARDT. The chemical elements, chlorine, potassium, calcium, silicon, iron and sulfur predominated in the chemical composition of the biofouling present in the analyzed drippers. The service pressures verified upstream and downstream of the screen filter of the irrigation system have inverse behavior over time |
publishDate |
2017 |
dc.date.accessioned.fl_str_mv |
2017-05-24T11:16:28Z |
dc.date.issued.fl_str_mv |
2017-02-16 |
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 |
SILVA, Ketson Bruno da. Desempenho hidráulico de unidades gotejadoras com efluente doméstico tratado e prevenção do entupimento. 2017. 132 f. Tese (Doutorado) - Curso de Pós-graduação em Manejo de Solo e Água, Universidade Federal Rural do Semi-Árido, Mossoró, 2017. |
dc.identifier.uri.fl_str_mv |
https://repositorio.ufersa.edu.br/handle/tede/710 |
identifier_str_mv |
SILVA, Ketson Bruno da. Desempenho hidráulico de unidades gotejadoras com efluente doméstico tratado e prevenção do entupimento. 2017. 132 f. Tese (Doutorado) - Curso de Pós-graduação em Manejo de Solo e Água, Universidade Federal Rural do Semi-Árido, Mossoró, 2017. |
url |
https://repositorio.ufersa.edu.br/handle/tede/710 |
dc.language.iso.fl_str_mv |
por |
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por |
dc.rights.driver.fl_str_mv |
CC-BY-SA info:eu-repo/semantics/openAccess |
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CC-BY-SA |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Universidade Federal Rural do Semi-Árido |
dc.publisher.program.fl_str_mv |
Programa de Pós-Graduação em Manejo de Solo e Água |
dc.publisher.initials.fl_str_mv |
UFERSA |
dc.publisher.country.fl_str_mv |
Brasil |
publisher.none.fl_str_mv |
Universidade Federal Rural do Semi-Árido |
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Biblioteca Digital de Teses e Dissertações da UFERSA |
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Biblioteca Digital de Teses e Dissertações da UFERSA - Universidade Federal Rural do Semi-Árido (UFERSA) |
repository.mail.fl_str_mv |
direcaosisbi@ufersa.edu.br|| direcaosisbi@ufersa.edu.br |
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