Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, CearÃ

Detalhes bibliográficos
Autor(a) principal: Renata Nayara CÃmara Miranda Silveira
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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spelling 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, CearÃ
dc.title.alternative.pt.fl_str_mv AquÃfero Aluvionar como suporte à irrigaÃÃo na bacia hidrogrÃfica do Rio Curu, CearÃ
title Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, CearÃ
spellingShingle Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, CearÃ
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, CearÃ
title_full Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, CearÃ
title_fullStr Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, CearÃ
title_full_unstemmed Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, CearÃ
title_sort Alluvial Aquifer like Support in Irrigation the Catchment Area of the Curu River, CearÃ
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
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dc.publisher.none.fl_str_mv Universidade Federal do CearÃ
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 CearÃ
dc.source.none.fl_str_mv reponame:Biblioteca Digital de Teses e Dissertações da UFC
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