Hydraulic conductivity of saturated soil and preferred flow in samples of land confined
Autor(a) principal: | |
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Data de Publicação: | 2015 |
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=17152 |
Resumo: | Understanding the processes related to the movement of water in soil profile is relevant to the management of soil and water resources. Hydraulic conductivity is an important soil property that affects this movement, but its determination in laboratory conditions requires that samples are contained in cylinders which can cause the presence of preferential flow through the soil wall interface. So, the goal of this work was to test the effect of increasing perimeter and height of the sample on saturated hydraulic conductivity in confined soil samples of different textures. Soil samples were collected and the following physical analyzes were performed: particle density, particle-size, water dispersed clay, soil porosity, and saturated hydraulic conductivity (Ko). Experimental data were analyzed in a randomized design for all variables, adopting a 4 x 5 factorial arrangement (four diameters x five heights of the cylinders), with six replications. The Shapiro- Wilk test was used to verify the normality of the data, F test for analysis of variance, and TukeyÂs test for comparison of means (p<0.05). Classical descriptive statistics and multivariate analysis techniques were also employed. It was conclude that: a) the results support the hypothesis that the increase of the perimeter causes an increase of the saturated hydraulic conductivity; b) for the same increase of preferential flow area, the effect on the saturated hydraulic conductivity was higher for clay soil; c) the hypothesis that increased water path causes a change in the Ko values was rejected; d) for both soil classes increased water path did not affect the values of the saturated hydraulicconductivity. |
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Biblioteca Digital de Teses e Dissertações da UFC |
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info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisHydraulic conductivity of saturated soil and preferred flow in samples of land confinedCondutividade hidrÃulica do solo saturado e fluxo preferencial em amostras confinadas de terra2015-07-10Raimundo Nonato de Assis JÃnior10705430472http://lattes.cnpq.br/1053807209228315Jaedson Claudio Anunciato Mota85154679415http://lattes.cnpq.br/8093550412785010 Brivaldo Gomes de Almeida23477547420 http://lattes.cnpq.br/199842231318094208262492480http://lattes.cnpq.br/8915712902563499Francisca Gleiciane da SilvaUniversidade Federal do CearÃPrograma de PÃs-GraduaÃÃo em Agronomia/Solos e NutriÃÃo de PlantasUFCBRWater movementConstant loading permeameterSample perimeterWater movementConstant loading permeameterSample perimeterFISICA DO SOLOUnderstanding the processes related to the movement of water in soil profile is relevant to the management of soil and water resources. Hydraulic conductivity is an important soil property that affects this movement, but its determination in laboratory conditions requires that samples are contained in cylinders which can cause the presence of preferential flow through the soil wall interface. So, the goal of this work was to test the effect of increasing perimeter and height of the sample on saturated hydraulic conductivity in confined soil samples of different textures. Soil samples were collected and the following physical analyzes were performed: particle density, particle-size, water dispersed clay, soil porosity, and saturated hydraulic conductivity (Ko). Experimental data were analyzed in a randomized design for all variables, adopting a 4 x 5 factorial arrangement (four diameters x five heights of the cylinders), with six replications. The Shapiro- Wilk test was used to verify the normality of the data, F test for analysis of variance, and TukeyÂs test for comparison of means (p<0.05). Classical descriptive statistics and multivariate analysis techniques were also employed. It was conclude that: a) the results support the hypothesis that the increase of the perimeter causes an increase of the saturated hydraulic conductivity; b) for the same increase of preferential flow area, the effect on the saturated hydraulic conductivity was higher for clay soil; c) the hypothesis that increased water path causes a change in the Ko values was rejected; d) for both soil classes increased water path did not affect the values of the saturated hydraulicconductivity.A compreensÃo dos processos relacionados ao movimento da Ãgua no perfil do solo à relevante para o manejo do solo e dos recursos hÃdricos. A condutividade hidrÃulica à um importante atributo do solo que interfere nesse movimento, sendo que sua determinaÃÃo na condiÃÃo de laboratÃrio requer que as amostras estejam confinadas em cilindros, o que pode causar a presenÃa de fluxo preferencial pela interface solo/parede do cilindro. Objetivou-se nesse trabalho testar o efeito do aumento do perÃmetro e da altura da amostra sobre a condutividade hidrÃulica do solo saturado em amostras confinadas de terra de diferentes texturas. Foram coletadas amostras de terra para realizaÃÃo das anÃlises fÃsicas, a saber: densidade de partÃculas, granulometria, argila dispersa em Ãgua, porosidade do solo e condutividade hidrÃulica do solo saturado (Ko). Os dados experimentais foram analisados em delineamento inteiramente casualizado para todas as variÃveis, adotandose o esquema fatorial 4 x 5 (quatro diÃmetros e cinco alturas dos cilindros), com seis repetiÃÃes. Foram aplicados os testes de Shapiro-Wilk para verificar a normalidade dos dados, o F para anÃlise de variÃncia e o de Tukey para a comparaÃÃo da mÃdias (todos a 5% de probabilidade). TambÃm foi empregada a estatÃstica descritiva clÃssica para algumas variÃveis e tÃcnicas multivariadas de anÃlises. Conclui-se que a) aceita-se a hipÃtese de que o aumento do perÃmetro da amostra provoca aumento nos valores de condutividade hidrÃulica do solo saturado; b) para o mesmo aumento de Ãrea de fluxo preferencial, o efeito sobre a condutividade hidrÃulica do solo saturado para o solo argiloso foi maior; c) a hipÃtese de que o aumento do percurso da Ãgua causa alteraÃÃo nos valores de Ko foi refutada; d) para ambas as classes de solos o aumento do percurso da Ãgua nÃo foi determinante nos valores obtidos para condutividade hidrÃulica do solo saturado.FundaÃÃo Cearense de Apoio ao Desenvolvimento Cientifico e TecnolÃgicohttp://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=17152application/pdfinfo:eu-repo/semantics/openAccessporreponame:Biblioteca Digital de Teses e Dissertações da UFCinstname:Universidade Federal do Cearáinstacron:UFC2019-01-21T11:30:32Zmail@mail.com - |
dc.title.en.fl_str_mv |
Hydraulic conductivity of saturated soil and preferred flow in samples of land confined |
dc.title.alternative.pt.fl_str_mv |
Condutividade hidrÃulica do solo saturado e fluxo preferencial em amostras confinadas de terra |
title |
Hydraulic conductivity of saturated soil and preferred flow in samples of land confined |
spellingShingle |
Hydraulic conductivity of saturated soil and preferred flow in samples of land confined Francisca Gleiciane da Silva Water movement Constant loading permeameter Sample perimeter Water movement Constant loading permeameter Sample perimeter FISICA DO SOLO |
title_short |
Hydraulic conductivity of saturated soil and preferred flow in samples of land confined |
title_full |
Hydraulic conductivity of saturated soil and preferred flow in samples of land confined |
title_fullStr |
Hydraulic conductivity of saturated soil and preferred flow in samples of land confined |
title_full_unstemmed |
Hydraulic conductivity of saturated soil and preferred flow in samples of land confined |
title_sort |
Hydraulic conductivity of saturated soil and preferred flow in samples of land confined |
author |
Francisca Gleiciane da Silva |
author_facet |
Francisca Gleiciane da Silva |
author_role |
author |
dc.contributor.advisor1.fl_str_mv |
Raimundo Nonato de Assis JÃnior |
dc.contributor.advisor1ID.fl_str_mv |
10705430472 |
dc.contributor.advisor1Lattes.fl_str_mv |
http://lattes.cnpq.br/1053807209228315 |
dc.contributor.referee1.fl_str_mv |
Jaedson Claudio Anunciato Mota |
dc.contributor.referee1ID.fl_str_mv |
85154679415 |
dc.contributor.referee1Lattes.fl_str_mv |
http://lattes.cnpq.br/8093550412785010 |
dc.contributor.referee2.fl_str_mv |
Brivaldo Gomes de Almeida |
dc.contributor.referee2ID.fl_str_mv |
23477547420 |
dc.contributor.referee2Lattes.fl_str_mv |
http://lattes.cnpq.br/1998422313180942 |
dc.contributor.authorID.fl_str_mv |
08262492480 |
dc.contributor.authorLattes.fl_str_mv |
http://lattes.cnpq.br/8915712902563499 |
dc.contributor.author.fl_str_mv |
Francisca Gleiciane da Silva |
contributor_str_mv |
Raimundo Nonato de Assis JÃnior Jaedson Claudio Anunciato Mota Brivaldo Gomes de Almeida |
dc.subject.por.fl_str_mv |
Water movement Constant loading permeameter Sample perimeter |
topic |
Water movement Constant loading permeameter Sample perimeter Water movement Constant loading permeameter Sample perimeter FISICA DO SOLO |
dc.subject.eng.fl_str_mv |
Water movement Constant loading permeameter Sample perimeter |
dc.subject.cnpq.fl_str_mv |
FISICA DO SOLO |
dc.description.sponsorship.fl_txt_mv |
FundaÃÃo Cearense de Apoio ao Desenvolvimento Cientifico e TecnolÃgico |
dc.description.abstract.por.fl_txt_mv |
Understanding the processes related to the movement of water in soil profile is relevant to the management of soil and water resources. Hydraulic conductivity is an important soil property that affects this movement, but its determination in laboratory conditions requires that samples are contained in cylinders which can cause the presence of preferential flow through the soil wall interface. So, the goal of this work was to test the effect of increasing perimeter and height of the sample on saturated hydraulic conductivity in confined soil samples of different textures. Soil samples were collected and the following physical analyzes were performed: particle density, particle-size, water dispersed clay, soil porosity, and saturated hydraulic conductivity (Ko). Experimental data were analyzed in a randomized design for all variables, adopting a 4 x 5 factorial arrangement (four diameters x five heights of the cylinders), with six replications. The Shapiro- Wilk test was used to verify the normality of the data, F test for analysis of variance, and TukeyÂs test for comparison of means (p<0.05). Classical descriptive statistics and multivariate analysis techniques were also employed. It was conclude that: a) the results support the hypothesis that the increase of the perimeter causes an increase of the saturated hydraulic conductivity; b) for the same increase of preferential flow area, the effect on the saturated hydraulic conductivity was higher for clay soil; c) the hypothesis that increased water path causes a change in the Ko values was rejected; d) for both soil classes increased water path did not affect the values of the saturated hydraulicconductivity. A compreensÃo dos processos relacionados ao movimento da Ãgua no perfil do solo à relevante para o manejo do solo e dos recursos hÃdricos. A condutividade hidrÃulica à um importante atributo do solo que interfere nesse movimento, sendo que sua determinaÃÃo na condiÃÃo de laboratÃrio requer que as amostras estejam confinadas em cilindros, o que pode causar a presenÃa de fluxo preferencial pela interface solo/parede do cilindro. Objetivou-se nesse trabalho testar o efeito do aumento do perÃmetro e da altura da amostra sobre a condutividade hidrÃulica do solo saturado em amostras confinadas de terra de diferentes texturas. Foram coletadas amostras de terra para realizaÃÃo das anÃlises fÃsicas, a saber: densidade de partÃculas, granulometria, argila dispersa em Ãgua, porosidade do solo e condutividade hidrÃulica do solo saturado (Ko). Os dados experimentais foram analisados em delineamento inteiramente casualizado para todas as variÃveis, adotandose o esquema fatorial 4 x 5 (quatro diÃmetros e cinco alturas dos cilindros), com seis repetiÃÃes. Foram aplicados os testes de Shapiro-Wilk para verificar a normalidade dos dados, o F para anÃlise de variÃncia e o de Tukey para a comparaÃÃo da mÃdias (todos a 5% de probabilidade). TambÃm foi empregada a estatÃstica descritiva clÃssica para algumas variÃveis e tÃcnicas multivariadas de anÃlises. Conclui-se que a) aceita-se a hipÃtese de que o aumento do perÃmetro da amostra provoca aumento nos valores de condutividade hidrÃulica do solo saturado; b) para o mesmo aumento de Ãrea de fluxo preferencial, o efeito sobre a condutividade hidrÃulica do solo saturado para o solo argiloso foi maior; c) a hipÃtese de que o aumento do percurso da Ãgua causa alteraÃÃo nos valores de Ko foi refutada; d) para ambas as classes de solos o aumento do percurso da Ãgua nÃo foi determinante nos valores obtidos para condutividade hidrÃulica do solo saturado. |
description |
Understanding the processes related to the movement of water in soil profile is relevant to the management of soil and water resources. Hydraulic conductivity is an important soil property that affects this movement, but its determination in laboratory conditions requires that samples are contained in cylinders which can cause the presence of preferential flow through the soil wall interface. So, the goal of this work was to test the effect of increasing perimeter and height of the sample on saturated hydraulic conductivity in confined soil samples of different textures. Soil samples were collected and the following physical analyzes were performed: particle density, particle-size, water dispersed clay, soil porosity, and saturated hydraulic conductivity (Ko). Experimental data were analyzed in a randomized design for all variables, adopting a 4 x 5 factorial arrangement (four diameters x five heights of the cylinders), with six replications. The Shapiro- Wilk test was used to verify the normality of the data, F test for analysis of variance, and TukeyÂs test for comparison of means (p<0.05). Classical descriptive statistics and multivariate analysis techniques were also employed. It was conclude that: a) the results support the hypothesis that the increase of the perimeter causes an increase of the saturated hydraulic conductivity; b) for the same increase of preferential flow area, the effect on the saturated hydraulic conductivity was higher for clay soil; c) the hypothesis that increased water path causes a change in the Ko values was rejected; d) for both soil classes increased water path did not affect the values of the saturated hydraulicconductivity. |
publishDate |
2015 |
dc.date.issued.fl_str_mv |
2015-07-10 |
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=17152 |
url |
http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=17152 |
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 Agronomia/Solos e NutriÃÃo de Plantas |
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 |
reponame_str |
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 |
-
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repository.mail.fl_str_mv |
mail@mail.com |
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1643295222913826816 |