Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, CearÃ
Autor(a) principal: | |
---|---|
Data de Publicação: | 2014 |
Tipo de documento: | Dissertação |
Idioma: | por |
Título da fonte: | Biblioteca Digital de Teses e Dissertações da UFC |
Texto Completo: | http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=13597 |
Resumo: | This research aimed to study the support capacity of shallow tubular wells as a source of water to irrigation in the current conditions of water scarcity in the Curu Irrigated Perimeter - Pentecost, located on the Curu river watershed. After registering the wells, it was done pumping tests in 14 wells, and physicochemical analysis of water, static levels and the elaboration of a groundwater flow network. It was done 14 aquifer tests to obtain the hydrodynamic parameters of saturated soil (hydraulic conductivity, transmissivity and effective porosity).We adopted the method of "auger hole" to obtain the hydraulic conductivity of saturated soil. It was also used the scaled three-step method for the production of 11 wells. Through georeferencing tools to register the water wells and the survey of the water table, we plotted up the data in the flow network map using the Surfer 8.0 software, which allows us to trace the equipotential lines and flow lines. The results led us to the following conclusions: The high variability in flow rates in shallow wells, represented by the high variation coefficient is inherent to the variability characteristics of the alluvial soils layers. The average flow in the studied wells provides support for irrigation of all "agricultural plots" assessed on a daily journey of 12 hours work; Despite the high correlations between flow and hydrodynamic properties of the soil, hydraulic conductivity and transmissivity, the flow estimation through these variables, although salutary because of the savings cost and time to perform the pumping tests, it is not recommended for current conditions of this research, considering the possibility of high relative errors values for some hydraulic conductivity ranges and transmissivity; The time reduction in water distribution flow to the main channels and thus the return flow to Curu river through drains and groundwater discharge are primarily responsible for shaping the equipotential curves generated from the water table. The water quality coming from the shallow wells has no physical and/or chemical limitations for irrigation to the major farming in the Curu Irrigated Perimeter - Pentecost, especially considering the irrigation water system to be practiced, microprinkler, and efficiencies provided, with little significance as aquifer recharge source. |
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Biblioteca Digital de Teses e Dissertações da UFC |
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info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisAlluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, CearÃAquÃfero Aluvionar como suporte à irrigaÃÃo na bacia hidrogrÃfica do Rio Curu, CearÃ2014-09-09Raimundo Nonato TÃvora Costa05344476353http://lattes.cnpq.br/0999786396884077Itabaraci Nazareno Cavalcante25487956321http://lattes.cnpq.br/4412541317854218Almiro Tavares Medeiros07385277349http://lattes.cnpq.br/7786793040106260 Danielle Ferreira de AraÃjo645687843/87http://lattes.cnpq.br/856469503153741101636306314http://lattes.cnpq.br/3489616805818234Renata Nayara CÃmara Miranda SilveiraUniversidade Federal do CearÃPrograma de PÃs-GraduaÃÃo em Engenharia AgrÃcolaUFCBRÃgua subterrÃneaTeste de bombeamentoAgricultura irrigadaGroundwaterPumping testIrrigated agricultureENGENHARIA DE AGUA E SOLOThis research aimed to study the support capacity of shallow tubular wells as a source of water to irrigation in the current conditions of water scarcity in the Curu Irrigated Perimeter - Pentecost, located on the Curu river watershed. After registering the wells, it was done pumping tests in 14 wells, and physicochemical analysis of water, static levels and the elaboration of a groundwater flow network. It was done 14 aquifer tests to obtain the hydrodynamic parameters of saturated soil (hydraulic conductivity, transmissivity and effective porosity).We adopted the method of "auger hole" to obtain the hydraulic conductivity of saturated soil. It was also used the scaled three-step method for the production of 11 wells. Through georeferencing tools to register the water wells and the survey of the water table, we plotted up the data in the flow network map using the Surfer 8.0 software, which allows us to trace the equipotential lines and flow lines. The results led us to the following conclusions: The high variability in flow rates in shallow wells, represented by the high variation coefficient is inherent to the variability characteristics of the alluvial soils layers. The average flow in the studied wells provides support for irrigation of all "agricultural plots" assessed on a daily journey of 12 hours work; Despite the high correlations between flow and hydrodynamic properties of the soil, hydraulic conductivity and transmissivity, the flow estimation through these variables, although salutary because of the savings cost and time to perform the pumping tests, it is not recommended for current conditions of this research, considering the possibility of high relative errors values for some hydraulic conductivity ranges and transmissivity; The time reduction in water distribution flow to the main channels and thus the return flow to Curu river through drains and groundwater discharge are primarily responsible for shaping the equipotential curves generated from the water table. The water quality coming from the shallow wells has no physical and/or chemical limitations for irrigation to the major farming in the Curu Irrigated Perimeter - Pentecost, especially considering the irrigation water system to be practiced, microprinkler, and efficiencies provided, with little significance as aquifer recharge source.A pesquisa teve como objetivo estudar a capacidade de suporte de poÃos rasos tubulares como fonte de Ãgua para irrigaÃÃo para as condiÃÃes atuais de escassez hÃdrica no PerÃmetro Irrigado Curu â Pentecoste, inserido na Bacia HidrogrÃfica do Rio Curu. ApÃs o cadastro dos poÃos realizaram-se testes de bombeamento em 14 poÃos, alÃm de anÃlises fisico-quÃmicas da Ãgua, levantamento de nÃveis estÃticos e elaboraÃÃo de uma rede de fluxo do lenÃol freÃtico. Realizou-se 14 testes do aquÃfero para obtenÃÃo dos parÃmetros hidrodinÃmicos do solo saturado (condutividade hidrÃulica, transmissividade e porosidade efetiva). Adotou-se o mÃtodo de âauger holeâ para obtenÃÃo da condutividade hidrÃulica do solo saturado. Utilizou-se ainda o mÃtodo escalonado com trÃs etapas para o teste de produÃÃo em 11 poÃos. AtravÃs do georreferenciamento dos poÃos cadastrados e do levantamento dos nÃveis estÃticos, plotou-se o mapa da rede de fluxo utilizando o programa Surfer 8.0, que permitiu traÃar as linhas equipotenciais e as linhas de fluxo. Os resultados permitiram as seguintes conclusÃes: A elevada variabilidade nos valores de vazÃo dos poÃos rasos, traduzida pelo elevado coeficiente de variaÃÃo à inerente Ãs caracterÃsticas de variabilidade das camadas constituintes dos solos aluviais. A vazÃo mÃdia relativa aos poÃos avaliados proporciona suporte para irrigaÃÃo de todos os âlotes agrÃcolasâ avaliados com uma jornada diÃria de trabalho de 12 horas; Apesar das elevadas correlaÃÃes entre vazÃo e os atributos hidrodinÃmicos do solo condutividade hidrÃulica e transmissividade, a estimativa de vazÃo atravÃs destas variÃveis, embora salutar em razÃo da reduÃÃo de custos e tempo para a realizaÃÃo dos testes de bombeamento, nÃo à recomendÃvel para as condiÃÃes da presente pesquisa, tendo em vista a possibilidade de elevados valores de erros relativos para algumas faixas de condutividade hidrÃulica e de transmissividade; A reduÃÃo temporal das vazÃes de distribuiÃÃo de Ãgua para os canais principais e, portanto, das vazÃes de retorno para o Rio Curu atravÃs dos drenos e da descarga subterrÃnea sÃo os principais responsÃveis pela conformaÃÃo das curvas equipotenciais geradas a partir dos nÃveis freÃticos. A qualidade da Ãgua oriunda dos poÃos rasos nÃo apresenta limitaÃÃes de ordem fÃsica e/ou quÃmica para fins de irrigaÃÃo dos principais cultivos no PerÃmetro Irrigado Curu Pentecoste, sobretudo considerando o sistema de aplicaÃÃo da Ãgua de irrigaÃÃo a ser praticado, microaspersÃo, e as eficiÃncias previstas, com pouca significaÃÃo como fonte de recarga do aquÃfero. CoordenaÃÃo de AperfeÃoamento de Pessoal de NÃvel Superior http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=13597application/pdfinfo:eu-repo/semantics/openAccessporreponame:Biblioteca Digital de Teses e Dissertações da UFCinstname:Universidade Federal do Cearáinstacron:UFC2019-01-21T11:27:14Zmail@mail.com - |
dc.title.en.fl_str_mv |
Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, Cearà |
dc.title.alternative.pt.fl_str_mv |
AquÃfero Aluvionar como suporte à irrigaÃÃo na bacia hidrogrÃfica do Rio Curu, Cearà |
title |
Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, Cearà |
spellingShingle |
Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, Cearà Renata Nayara CÃmara Miranda Silveira Ãgua subterrÃnea Teste de bombeamento Agricultura irrigada Groundwater Pumping test Irrigated agriculture ENGENHARIA DE AGUA E SOLO |
title_short |
Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, Cearà |
title_full |
Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, Cearà |
title_fullStr |
Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, Cearà |
title_full_unstemmed |
Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, Cearà |
title_sort |
Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, Cearà |
author |
Renata Nayara CÃmara Miranda Silveira |
author_facet |
Renata Nayara CÃmara Miranda Silveira |
author_role |
author |
dc.contributor.advisor1.fl_str_mv |
Raimundo Nonato TÃvora Costa |
dc.contributor.advisor1ID.fl_str_mv |
05344476353 |
dc.contributor.advisor1Lattes.fl_str_mv |
http://lattes.cnpq.br/0999786396884077 |
dc.contributor.referee1.fl_str_mv |
Itabaraci Nazareno Cavalcante |
dc.contributor.referee1ID.fl_str_mv |
25487956321 |
dc.contributor.referee1Lattes.fl_str_mv |
http://lattes.cnpq.br/4412541317854218 |
dc.contributor.referee2.fl_str_mv |
Almiro Tavares Medeiros |
dc.contributor.referee2ID.fl_str_mv |
07385277349 |
dc.contributor.referee2Lattes.fl_str_mv |
http://lattes.cnpq.br/7786793040106260 |
dc.contributor.referee3.fl_str_mv |
Danielle Ferreira de AraÃjo |
dc.contributor.referee3ID.fl_str_mv |
645687843/87 |
dc.contributor.referee3Lattes.fl_str_mv |
http://lattes.cnpq.br/8564695031537411 |
dc.contributor.authorID.fl_str_mv |
01636306314 |
dc.contributor.authorLattes.fl_str_mv |
http://lattes.cnpq.br/3489616805818234 |
dc.contributor.author.fl_str_mv |
Renata Nayara CÃmara Miranda Silveira |
contributor_str_mv |
Raimundo Nonato TÃvora Costa Itabaraci Nazareno Cavalcante Almiro Tavares Medeiros Danielle Ferreira de AraÃjo |
dc.subject.por.fl_str_mv |
Ãgua subterrÃnea Teste de bombeamento Agricultura irrigada |
topic |
Ãgua subterrÃnea Teste de bombeamento Agricultura irrigada Groundwater Pumping test Irrigated agriculture ENGENHARIA DE AGUA E SOLO |
dc.subject.eng.fl_str_mv |
Groundwater Pumping test Irrigated agriculture |
dc.subject.cnpq.fl_str_mv |
ENGENHARIA DE AGUA E SOLO |
dc.description.sponsorship.fl_txt_mv |
CoordenaÃÃo de AperfeÃoamento de Pessoal de NÃvel Superior |
dc.description.abstract.por.fl_txt_mv |
This research aimed to study the support capacity of shallow tubular wells as a source of water to irrigation in the current conditions of water scarcity in the Curu Irrigated Perimeter - Pentecost, located on the Curu river watershed. After registering the wells, it was done pumping tests in 14 wells, and physicochemical analysis of water, static levels and the elaboration of a groundwater flow network. It was done 14 aquifer tests to obtain the hydrodynamic parameters of saturated soil (hydraulic conductivity, transmissivity and effective porosity).We adopted the method of "auger hole" to obtain the hydraulic conductivity of saturated soil. It was also used the scaled three-step method for the production of 11 wells. Through georeferencing tools to register the water wells and the survey of the water table, we plotted up the data in the flow network map using the Surfer 8.0 software, which allows us to trace the equipotential lines and flow lines. The results led us to the following conclusions: The high variability in flow rates in shallow wells, represented by the high variation coefficient is inherent to the variability characteristics of the alluvial soils layers. The average flow in the studied wells provides support for irrigation of all "agricultural plots" assessed on a daily journey of 12 hours work; Despite the high correlations between flow and hydrodynamic properties of the soil, hydraulic conductivity and transmissivity, the flow estimation through these variables, although salutary because of the savings cost and time to perform the pumping tests, it is not recommended for current conditions of this research, considering the possibility of high relative errors values for some hydraulic conductivity ranges and transmissivity; The time reduction in water distribution flow to the main channels and thus the return flow to Curu river through drains and groundwater discharge are primarily responsible for shaping the equipotential curves generated from the water table. The water quality coming from the shallow wells has no physical and/or chemical limitations for irrigation to the major farming in the Curu Irrigated Perimeter - Pentecost, especially considering the irrigation water system to be practiced, microprinkler, and efficiencies provided, with little significance as aquifer recharge source. A pesquisa teve como objetivo estudar a capacidade de suporte de poÃos rasos tubulares como fonte de Ãgua para irrigaÃÃo para as condiÃÃes atuais de escassez hÃdrica no PerÃmetro Irrigado Curu â Pentecoste, inserido na Bacia HidrogrÃfica do Rio Curu. ApÃs o cadastro dos poÃos realizaram-se testes de bombeamento em 14 poÃos, alÃm de anÃlises fisico-quÃmicas da Ãgua, levantamento de nÃveis estÃticos e elaboraÃÃo de uma rede de fluxo do lenÃol freÃtico. Realizou-se 14 testes do aquÃfero para obtenÃÃo dos parÃmetros hidrodinÃmicos do solo saturado (condutividade hidrÃulica, transmissividade e porosidade efetiva). Adotou-se o mÃtodo de âauger holeâ para obtenÃÃo da condutividade hidrÃulica do solo saturado. Utilizou-se ainda o mÃtodo escalonado com trÃs etapas para o teste de produÃÃo em 11 poÃos. AtravÃs do georreferenciamento dos poÃos cadastrados e do levantamento dos nÃveis estÃticos, plotou-se o mapa da rede de fluxo utilizando o programa Surfer 8.0, que permitiu traÃar as linhas equipotenciais e as linhas de fluxo. Os resultados permitiram as seguintes conclusÃes: A elevada variabilidade nos valores de vazÃo dos poÃos rasos, traduzida pelo elevado coeficiente de variaÃÃo à inerente Ãs caracterÃsticas de variabilidade das camadas constituintes dos solos aluviais. A vazÃo mÃdia relativa aos poÃos avaliados proporciona suporte para irrigaÃÃo de todos os âlotes agrÃcolasâ avaliados com uma jornada diÃria de trabalho de 12 horas; Apesar das elevadas correlaÃÃes entre vazÃo e os atributos hidrodinÃmicos do solo condutividade hidrÃulica e transmissividade, a estimativa de vazÃo atravÃs destas variÃveis, embora salutar em razÃo da reduÃÃo de custos e tempo para a realizaÃÃo dos testes de bombeamento, nÃo à recomendÃvel para as condiÃÃes da presente pesquisa, tendo em vista a possibilidade de elevados valores de erros relativos para algumas faixas de condutividade hidrÃulica e de transmissividade; A reduÃÃo temporal das vazÃes de distribuiÃÃo de Ãgua para os canais principais e, portanto, das vazÃes de retorno para o Rio Curu atravÃs dos drenos e da descarga subterrÃnea sÃo os principais responsÃveis pela conformaÃÃo das curvas equipotenciais geradas a partir dos nÃveis freÃticos. A qualidade da Ãgua oriunda dos poÃos rasos nÃo apresenta limitaÃÃes de ordem fÃsica e/ou quÃmica para fins de irrigaÃÃo dos principais cultivos no PerÃmetro Irrigado Curu Pentecoste, sobretudo considerando o sistema de aplicaÃÃo da Ãgua de irrigaÃÃo a ser praticado, microaspersÃo, e as eficiÃncias previstas, com pouca significaÃÃo como fonte de recarga do aquÃfero. |
description |
This research aimed to study the support capacity of shallow tubular wells as a source of water to irrigation in the current conditions of water scarcity in the Curu Irrigated Perimeter - Pentecost, located on the Curu river watershed. After registering the wells, it was done pumping tests in 14 wells, and physicochemical analysis of water, static levels and the elaboration of a groundwater flow network. It was done 14 aquifer tests to obtain the hydrodynamic parameters of saturated soil (hydraulic conductivity, transmissivity and effective porosity).We adopted the method of "auger hole" to obtain the hydraulic conductivity of saturated soil. It was also used the scaled three-step method for the production of 11 wells. Through georeferencing tools to register the water wells and the survey of the water table, we plotted up the data in the flow network map using the Surfer 8.0 software, which allows us to trace the equipotential lines and flow lines. The results led us to the following conclusions: The high variability in flow rates in shallow wells, represented by the high variation coefficient is inherent to the variability characteristics of the alluvial soils layers. The average flow in the studied wells provides support for irrigation of all "agricultural plots" assessed on a daily journey of 12 hours work; Despite the high correlations between flow and hydrodynamic properties of the soil, hydraulic conductivity and transmissivity, the flow estimation through these variables, although salutary because of the savings cost and time to perform the pumping tests, it is not recommended for current conditions of this research, considering the possibility of high relative errors values for some hydraulic conductivity ranges and transmissivity; The time reduction in water distribution flow to the main channels and thus the return flow to Curu river through drains and groundwater discharge are primarily responsible for shaping the equipotential curves generated from the water table. The water quality coming from the shallow wells has no physical and/or chemical limitations for irrigation to the major farming in the Curu Irrigated Perimeter - Pentecost, especially considering the irrigation water system to be practiced, microprinkler, and efficiencies provided, with little significance as aquifer recharge source. |
publishDate |
2014 |
dc.date.issued.fl_str_mv |
2014-09-09 |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/masterThesis |
status_str |
publishedVersion |
format |
masterThesis |
dc.identifier.uri.fl_str_mv |
http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=13597 |
url |
http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=13597 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Universidade Federal do Cearà |
dc.publisher.program.fl_str_mv |
Programa de PÃs-GraduaÃÃo em Engenharia AgrÃcola |
dc.publisher.initials.fl_str_mv |
UFC |
dc.publisher.country.fl_str_mv |
BR |
publisher.none.fl_str_mv |
Universidade Federal do Cearà |
dc.source.none.fl_str_mv |
reponame:Biblioteca Digital de Teses e Dissertações da UFC instname:Universidade Federal do Ceará instacron:UFC |
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Biblioteca Digital de Teses e Dissertações da UFC |
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Biblioteca Digital de Teses e Dissertações da UFC |
instname_str |
Universidade Federal do Ceará |
instacron_str |
UFC |
institution |
UFC |
repository.name.fl_str_mv |
-
|
repository.mail.fl_str_mv |
mail@mail.com |
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1643295202201305088 |