Performance of drippers in two filtering systems using sewage treatment effluent

Detalhes bibliográficos
Autor(a) principal: Dalri, Alexandre B. [UNESP]
Data de Publicação: 2017
Outros Autores: Santos, Gilmar O., Dantas, Geffson de F. [UNESP], Faria, Rogerio T. de [UNESP], Zanini, Jose R. [UNESP], Palaretti, Luiz F. [UNESP]
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1590/1807-1929/agriambi.v21n6p363-368
http://hdl.handle.net/11449/162830
Resumo: The objective of this study was to evaluate the performance of three models of drippers using treated sewage effluent, pure and diluted, and two types of filters, screen and disc. The treated sewage effluent used in the experiment was collected from the city's treatment plant. The experiment included 12 lateral lines with three types of emitters to apply pure (100%) and diluted (50%) effluent filtered by screen and disc filters. The combination of those factors set the treatments: T1 (50% effluent diluted in fresh water filtered by a screen filter); T2 (50% effluent diluted in fresh water filtered by a disc filter); T3 (pure effluent filtered by a screen filter); T4 (pure effluent filtered by a disc filter). The results showed that the flat type emitter is less sensitive to clogging, the disc filter is the most suitable to prevent clogging and the use of pure or diluted sewage effluent increases the drippers' flow rate coefficient of variation.
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spelling Performance of drippers in two filtering systems using sewage treatment effluentwastewateremittersfilterreuseirrigationThe objective of this study was to evaluate the performance of three models of drippers using treated sewage effluent, pure and diluted, and two types of filters, screen and disc. The treated sewage effluent used in the experiment was collected from the city's treatment plant. The experiment included 12 lateral lines with three types of emitters to apply pure (100%) and diluted (50%) effluent filtered by screen and disc filters. The combination of those factors set the treatments: T1 (50% effluent diluted in fresh water filtered by a screen filter); T2 (50% effluent diluted in fresh water filtered by a disc filter); T3 (pure effluent filtered by a screen filter); T4 (pure effluent filtered by a disc filter). The results showed that the flat type emitter is less sensitive to clogging, the disc filter is the most suitable to prevent clogging and the use of pure or diluted sewage effluent increases the drippers' flow rate coefficient of variation.Univ Estadual Paulista, Fac Ciencias Agr & Vet, Dept Engn Rural, Jaboticabal, SP, BrazilUniv Rio Verde, Rio Verde, Go, BrazilUniv Estadual Paulista, Fac Ciencias Agr & Vet, Dept Engn Rural, Jaboticabal, SP, BrazilUniv Federal Campina GrandeUniversidade Estadual Paulista (Unesp)Univ Rio VerdeDalri, Alexandre B. [UNESP]Santos, Gilmar O.Dantas, Geffson de F. [UNESP]Faria, Rogerio T. de [UNESP]Zanini, Jose R. [UNESP]Palaretti, Luiz F. [UNESP]2018-11-26T17:33:00Z2018-11-26T17:33:00Z2017-06-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article363-368application/pdfhttp://dx.doi.org/10.1590/1807-1929/agriambi.v21n6p363-368Revista Brasileira De Engenharia Agricola E Ambiental. Campina Grande Pb: Univ Federal Campina Grande, v. 21, n. 6, p. 363-368, 2017.1807-1929http://hdl.handle.net/11449/16283010.1590/1807-1929/agriambi.v21n6p363-368S1415-43662017000600363WOS:000402000700001S1415-43662017000600363.pdfWeb of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengRevista Brasileira De Engenharia Agricola E Ambientalinfo:eu-repo/semantics/openAccess2024-06-06T15:18:43Zoai:repositorio.unesp.br:11449/162830Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T21:50:09.277488Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Performance of drippers in two filtering systems using sewage treatment effluent
title Performance of drippers in two filtering systems using sewage treatment effluent
spellingShingle Performance of drippers in two filtering systems using sewage treatment effluent
Dalri, Alexandre B. [UNESP]
wastewater
emitters
filter
reuse
irrigation
title_short Performance of drippers in two filtering systems using sewage treatment effluent
title_full Performance of drippers in two filtering systems using sewage treatment effluent
title_fullStr Performance of drippers in two filtering systems using sewage treatment effluent
title_full_unstemmed Performance of drippers in two filtering systems using sewage treatment effluent
title_sort Performance of drippers in two filtering systems using sewage treatment effluent
author Dalri, Alexandre B. [UNESP]
author_facet Dalri, Alexandre B. [UNESP]
Santos, Gilmar O.
Dantas, Geffson de F. [UNESP]
Faria, Rogerio T. de [UNESP]
Zanini, Jose R. [UNESP]
Palaretti, Luiz F. [UNESP]
author_role author
author2 Santos, Gilmar O.
Dantas, Geffson de F. [UNESP]
Faria, Rogerio T. de [UNESP]
Zanini, Jose R. [UNESP]
Palaretti, Luiz F. [UNESP]
author2_role author
author
author
author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
Univ Rio Verde
dc.contributor.author.fl_str_mv Dalri, Alexandre B. [UNESP]
Santos, Gilmar O.
Dantas, Geffson de F. [UNESP]
Faria, Rogerio T. de [UNESP]
Zanini, Jose R. [UNESP]
Palaretti, Luiz F. [UNESP]
dc.subject.por.fl_str_mv wastewater
emitters
filter
reuse
irrigation
topic wastewater
emitters
filter
reuse
irrigation
description The objective of this study was to evaluate the performance of three models of drippers using treated sewage effluent, pure and diluted, and two types of filters, screen and disc. The treated sewage effluent used in the experiment was collected from the city's treatment plant. The experiment included 12 lateral lines with three types of emitters to apply pure (100%) and diluted (50%) effluent filtered by screen and disc filters. The combination of those factors set the treatments: T1 (50% effluent diluted in fresh water filtered by a screen filter); T2 (50% effluent diluted in fresh water filtered by a disc filter); T3 (pure effluent filtered by a screen filter); T4 (pure effluent filtered by a disc filter). The results showed that the flat type emitter is less sensitive to clogging, the disc filter is the most suitable to prevent clogging and the use of pure or diluted sewage effluent increases the drippers' flow rate coefficient of variation.
publishDate 2017
dc.date.none.fl_str_mv 2017-06-01
2018-11-26T17:33:00Z
2018-11-26T17:33:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://dx.doi.org/10.1590/1807-1929/agriambi.v21n6p363-368
Revista Brasileira De Engenharia Agricola E Ambiental. Campina Grande Pb: Univ Federal Campina Grande, v. 21, n. 6, p. 363-368, 2017.
1807-1929
http://hdl.handle.net/11449/162830
10.1590/1807-1929/agriambi.v21n6p363-368
S1415-43662017000600363
WOS:000402000700001
S1415-43662017000600363.pdf
url http://dx.doi.org/10.1590/1807-1929/agriambi.v21n6p363-368
http://hdl.handle.net/11449/162830
identifier_str_mv Revista Brasileira De Engenharia Agricola E Ambiental. Campina Grande Pb: Univ Federal Campina Grande, v. 21, n. 6, p. 363-368, 2017.
1807-1929
10.1590/1807-1929/agriambi.v21n6p363-368
S1415-43662017000600363
WOS:000402000700001
S1415-43662017000600363.pdf
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Revista Brasileira De Engenharia Agricola E Ambiental
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 363-368
application/pdf
dc.publisher.none.fl_str_mv Univ Federal Campina Grande
publisher.none.fl_str_mv Univ Federal Campina Grande
dc.source.none.fl_str_mv Web of Science
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
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