Performance of drippers in two filtering systems using sewage treatment effluent
Autor(a) principal: | |
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Data de Publicação: | 2017 |
Outros Autores: | , , , , |
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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Repositório Institucional da UNESP |
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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 |
|
_version_ |
1808129364470005760 |