Distribution uniformity in drip units applying dilutions of treated water produced by oil exploration

Detalhes bibliográficos
Autor(a) principal: Vale,Hudson S. M.
Data de Publicação: 2020
Outros Autores: Costa,Danniely O., Batista,Rafael O., Oliveira,Francisco de A. de, Medeiros,José F. de, Coelho,Daniela da C. L.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Revista Brasileira de Engenharia Agrícola e Ambiental (Online)
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1415-43662020000600394
Resumo: ABSTRACT The objective of this study was to evaluate the uniformity of distribution in drip units applying dilutions of treated water produced by oil exploration. The experiment was set up in a completely randomized design in a split-split-plot scheme, with three replicates. The plots were composed of the treatments P0 - 100% groundwater, control; P10 - 90% groundwater and 10% produced water; P20 - 80% groundwater and 20% produced water; P30 - 70% groundwater and 30% produced water; and P40 - 60% groundwater and 40% produced water; the subplots had the types of non-pressure compensating drippers (D1 - 1.6 L h-1, Netafim Super Typhoon, D2 - 1.6 L h-1, Netafim Streamline and D3 - 1.7 L h-1, NaanDanJain TalDrip); and the sub-subplots contained the evaluation times (0, 40, 80, 120 and 160 h). Distribution uniformity and statistical uniformity coefficients were evaluated every 40 h, until completing 160 h. The pH of the dilutions was the attribute posing the highest risk of clogging to the emitters. Also in relation to dilutions, P40 caused greater application non-uniformity in D2, while the highest values of application uniformity were achieved in treatments P10 and P20 with D1 and D3, indicating the effectiveness of dilution in minimizing clogging.
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spelling Distribution uniformity in drip units applying dilutions of treated water produced by oil explorationirrigation efficiencyeffluentperformance of dripperscloggingABSTRACT The objective of this study was to evaluate the uniformity of distribution in drip units applying dilutions of treated water produced by oil exploration. The experiment was set up in a completely randomized design in a split-split-plot scheme, with three replicates. The plots were composed of the treatments P0 - 100% groundwater, control; P10 - 90% groundwater and 10% produced water; P20 - 80% groundwater and 20% produced water; P30 - 70% groundwater and 30% produced water; and P40 - 60% groundwater and 40% produced water; the subplots had the types of non-pressure compensating drippers (D1 - 1.6 L h-1, Netafim Super Typhoon, D2 - 1.6 L h-1, Netafim Streamline and D3 - 1.7 L h-1, NaanDanJain TalDrip); and the sub-subplots contained the evaluation times (0, 40, 80, 120 and 160 h). Distribution uniformity and statistical uniformity coefficients were evaluated every 40 h, until completing 160 h. The pH of the dilutions was the attribute posing the highest risk of clogging to the emitters. Also in relation to dilutions, P40 caused greater application non-uniformity in D2, while the highest values of application uniformity were achieved in treatments P10 and P20 with D1 and D3, indicating the effectiveness of dilution in minimizing clogging.Departamento de Engenharia Agrícola - UFCG2020-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1415-43662020000600394Revista Brasileira de Engenharia Agrícola e Ambiental v.24 n.6 2020reponame:Revista Brasileira de Engenharia Agrícola e Ambiental (Online)instname:Universidade Federal de Campina Grande (UFCG)instacron:UFCG10.1590/1807-1929/agriambi.v24n6p394-401info:eu-repo/semantics/openAccessVale,Hudson S. M.Costa,Danniely O.Batista,Rafael O.Oliveira,Francisco de A. deMedeiros,José F. deCoelho,Daniela da C. L.eng2020-06-25T00:00:00Zoai:scielo:S1415-43662020000600394Revistahttp://www.scielo.br/rbeaaPUBhttps://old.scielo.br/oai/scielo-oai.php||agriambi@agriambi.com.br1807-19291415-4366opendoar:2020-06-25T00:00Revista Brasileira de Engenharia Agrícola e Ambiental (Online) - Universidade Federal de Campina Grande (UFCG)false
dc.title.none.fl_str_mv Distribution uniformity in drip units applying dilutions of treated water produced by oil exploration
title Distribution uniformity in drip units applying dilutions of treated water produced by oil exploration
spellingShingle Distribution uniformity in drip units applying dilutions of treated water produced by oil exploration
Vale,Hudson S. M.
irrigation efficiency
effluent
performance of drippers
clogging
title_short Distribution uniformity in drip units applying dilutions of treated water produced by oil exploration
title_full Distribution uniformity in drip units applying dilutions of treated water produced by oil exploration
title_fullStr Distribution uniformity in drip units applying dilutions of treated water produced by oil exploration
title_full_unstemmed Distribution uniformity in drip units applying dilutions of treated water produced by oil exploration
title_sort Distribution uniformity in drip units applying dilutions of treated water produced by oil exploration
author Vale,Hudson S. M.
author_facet Vale,Hudson S. M.
Costa,Danniely O.
Batista,Rafael O.
Oliveira,Francisco de A. de
Medeiros,José F. de
Coelho,Daniela da C. L.
author_role author
author2 Costa,Danniely O.
Batista,Rafael O.
Oliveira,Francisco de A. de
Medeiros,José F. de
Coelho,Daniela da C. L.
author2_role author
author
author
author
author
dc.contributor.author.fl_str_mv Vale,Hudson S. M.
Costa,Danniely O.
Batista,Rafael O.
Oliveira,Francisco de A. de
Medeiros,José F. de
Coelho,Daniela da C. L.
dc.subject.por.fl_str_mv irrigation efficiency
effluent
performance of drippers
clogging
topic irrigation efficiency
effluent
performance of drippers
clogging
description ABSTRACT The objective of this study was to evaluate the uniformity of distribution in drip units applying dilutions of treated water produced by oil exploration. The experiment was set up in a completely randomized design in a split-split-plot scheme, with three replicates. The plots were composed of the treatments P0 - 100% groundwater, control; P10 - 90% groundwater and 10% produced water; P20 - 80% groundwater and 20% produced water; P30 - 70% groundwater and 30% produced water; and P40 - 60% groundwater and 40% produced water; the subplots had the types of non-pressure compensating drippers (D1 - 1.6 L h-1, Netafim Super Typhoon, D2 - 1.6 L h-1, Netafim Streamline and D3 - 1.7 L h-1, NaanDanJain TalDrip); and the sub-subplots contained the evaluation times (0, 40, 80, 120 and 160 h). Distribution uniformity and statistical uniformity coefficients were evaluated every 40 h, until completing 160 h. The pH of the dilutions was the attribute posing the highest risk of clogging to the emitters. Also in relation to dilutions, P40 caused greater application non-uniformity in D2, while the highest values of application uniformity were achieved in treatments P10 and P20 with D1 and D3, indicating the effectiveness of dilution in minimizing clogging.
publishDate 2020
dc.date.none.fl_str_mv 2020-01-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
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dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1415-43662020000600394
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dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/1807-1929/agriambi.v24n6p394-401
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dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv Departamento de Engenharia Agrícola - UFCG
publisher.none.fl_str_mv Departamento de Engenharia Agrícola - UFCG
dc.source.none.fl_str_mv Revista Brasileira de Engenharia Agrícola e Ambiental v.24 n.6 2020
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