Atenuação de riscos em sistemas de terraceamento em Goiás

Detalhes bibliográficos
Autor(a) principal: OLIVEIRA, Janaina de Moura
Data de Publicação: 2009
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Repositório Institucional da UFG
Texto Completo: http://repositorio.bc.ufg.br/tede/handle/tde/2645
Resumo: The design, implementation and maintenance of terracing does not always follow technical standards, resulting in unnecessary costs or structures failure risks. This study quantified by means of simulations, the increase in the recommended ridge height of level terraces (Hr) promoted by the use of uniformity coefficients (Cd), relating them to the ridge height promoted by change in return period (TR). These were conducted using the software Terrace 3.0, which were determined Hr to 10 locations in the state of Goias, Brazil. For this purpose was considered a standard condition, changing between systems of conventional tillage and no till and varying the TR and Cd. Also been raised, through interviews with agronomists, the aspects were that used in the design and implementation of this soil conservation practice. We evaluated also the uniformity of level terraces in five areas, in which readings were the height of ridge using an engineer level. In points of highest and lowest reading of each terrace were raised sections of accumulation. The simulations were obtained Hr average of 40.8 cm for conventional tillage and 47.7 cm for no-tillage system. On average, an increase of 0.1 in Cd value, was equal to the change in 5 years or more in the TR. Major differences were generate with use of Cd. Hr generate by Cd 1.7 was equivalent to a 113.39 years to TR value for conventional tillage and 112.12 years for no till. The average increase in Hr for each increment of 5 years in the TR or 0.1 on the Cd was, in all cases, less than two centimeters. According to the interviews, in general, agronomists contract another professional to design and employ the project. Interviewed professionals don t realize terracing projects and not consider technical criteria for the design and deployment of the system. On field measurements don t was observed uniformity in any of the terraces studied, and in some cases, the height read at one point was below the bottom of the channel in another position in the same terrace. The unevenness in the ridge section between the highest and lowest ranged from 18 cm to 60.5 cm. Real accumulation section ranged from 0.0 m2 to 1.4 m2. Based on the results, it is concluded that: needs to be included in the design of terracing systems the use of Cd or increased TR values. The system design doesn t consider technical criteria, resulting in inefficiency and, the terraces deployed present deficiencies that compromise their performance.
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spelling GRIEBELER, Nori Paulohttp://lattes.cnpq.br/2953067359172793http://lattes.cnpq.br/2815916388473689OLIVEIRA, Janaina de Moura2014-07-29T16:24:14Z2011-01-262009-06-05OLIVEIRA, Janaina de Moura. Mitigation of risks to systems of terraces in Goiás. 2009. 75 f. Dissertação (Mestrado em Ciências Agrárias) - Universidade Federal de Goiás, Goiânia, 2009.http://repositorio.bc.ufg.br/tede/handle/tde/2645The design, implementation and maintenance of terracing does not always follow technical standards, resulting in unnecessary costs or structures failure risks. This study quantified by means of simulations, the increase in the recommended ridge height of level terraces (Hr) promoted by the use of uniformity coefficients (Cd), relating them to the ridge height promoted by change in return period (TR). These were conducted using the software Terrace 3.0, which were determined Hr to 10 locations in the state of Goias, Brazil. For this purpose was considered a standard condition, changing between systems of conventional tillage and no till and varying the TR and Cd. Also been raised, through interviews with agronomists, the aspects were that used in the design and implementation of this soil conservation practice. We evaluated also the uniformity of level terraces in five areas, in which readings were the height of ridge using an engineer level. In points of highest and lowest reading of each terrace were raised sections of accumulation. The simulations were obtained Hr average of 40.8 cm for conventional tillage and 47.7 cm for no-tillage system. On average, an increase of 0.1 in Cd value, was equal to the change in 5 years or more in the TR. Major differences were generate with use of Cd. Hr generate by Cd 1.7 was equivalent to a 113.39 years to TR value for conventional tillage and 112.12 years for no till. The average increase in Hr for each increment of 5 years in the TR or 0.1 on the Cd was, in all cases, less than two centimeters. According to the interviews, in general, agronomists contract another professional to design and employ the project. Interviewed professionals don t realize terracing projects and not consider technical criteria for the design and deployment of the system. On field measurements don t was observed uniformity in any of the terraces studied, and in some cases, the height read at one point was below the bottom of the channel in another position in the same terrace. The unevenness in the ridge section between the highest and lowest ranged from 18 cm to 60.5 cm. Real accumulation section ranged from 0.0 m2 to 1.4 m2. Based on the results, it is concluded that: needs to be included in the design of terracing systems the use of Cd or increased TR values. The system design doesn t consider technical criteria, resulting in inefficiency and, the terraces deployed present deficiencies that compromise their performance.O dimensionamento, implantação e manutenção de sistemas de terraceamento nem sempre segue padrões técnicos, resultando em gastos desnecessários ou riscos de falha das estruturas. Neste estudo quantificou-se, por meio de simulações, o aumento na altura recomendada do camalhão de terraços (Hr) em nível promovido pelo uso de coeficientes de desuniformidade (Cd), relacionando-os com a alteração no período de retorno (TR). Estas foram realizadas utilizando o software Terraço 3.0, no qual foram determinados o espaçamento e a Hr, para 10 localidades do estado de Goiás. Considerou-se, para este fim, uma condição padrão, alterando-se entre os sistemas de preparo de solo convencional e plantio direto e variando-se o TR e o Cd. Foram levantados, também, por meio de entrevistas, de modo aberto, com Agrônomos, os aspectos considerados pelos técnicos no dimensionamento e implantação deste tipo de prática conservacionista. Avaliou-se, ainda, a uniformidade de terraços planejados para implantação em nível em cinco áreas, nas quais foram realizadas leituras de crista, com nível ótico, em três terraços. Nos pontos de maior e menor leitura de cada terraço foram levantadas as seções de acumulação. Nas simulações obteve-se Hr média de 40,8 cm para plantio convencional e de 47,7 cm para o sistema de plantio direto. Em média, o aumento de 1 décimo no valor do Cd, foi igual à variação de 5 anos ou mais no TR, com diferenças crescentes em favor do Cd. A Hr com o uso do Cd 1,7 foi equivalente a um TR de 113,39 anos para o plantio convencional e de 112,12 anos para o plantio direto. O aumento médio na Hr para cada incremento de 5 anos no TR ou de 0,1 no Cd foi, em todos os casos, menor que dois centímetros. De acordo com as entrevistas, de modo geral, os profissionais terceirizam o dimensionamento e/ou locação de terraços para agrimensores, e também não conferem o trabalho contratado. Esses, quando realizam projetos de terraceamento não consideram critérios técnicos necessários ao projeto e à implantação do sistema. Nas medidas de campo não foi observada uniformidade em nenhum dos terraços analisados, havendo casos em que a leitura de crista em um ponto ficou abaixo da leitura no fundo do canal em outra posição do mesmo terraço. A desuniformidade na crista, entre a seção mais alta e a mais baixa, variou de 18 cm a 60,5 cm. A seção Real de acumulação variou de 0,0 m2 a 1,4 m2. Com base nos resultados, conclui-se que: é necessária a inclusão do Cd nos cálculos de terraceamento ou o aumento dos valores de TR considerados; o projeto do sistema de terraceamento é realizado sem obedecer a critérios técnicos, traduzindo-se em ineficiência em campo; e, os terraços implantados apresentam falhas que comprometem o seu desempenho.Made available in DSpace on 2014-07-29T16:24:14Z (GMT). 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dc.title.por.fl_str_mv Atenuação de riscos em sistemas de terraceamento em Goiás
dc.title.alternative.eng.fl_str_mv Mitigation of risks to systems of terraces in Goiás
title Atenuação de riscos em sistemas de terraceamento em Goiás
spellingShingle Atenuação de riscos em sistemas de terraceamento em Goiás
OLIVEIRA, Janaina de Moura
erosão
conservação do solo
desuniformidade de terraços
irregularidade em terraços
atuação profissional
1.Erosão - Goiás [Estado] 2.Conservação do solo 3.Desuniformidade de terraços 4.Irregularidade em terraços 5.Atuação profissional
erosion
soil conservation
terraces inequality
professional action
CNPQ::CIENCIAS AGRARIAS::AGRONOMIA
title_short Atenuação de riscos em sistemas de terraceamento em Goiás
title_full Atenuação de riscos em sistemas de terraceamento em Goiás
title_fullStr Atenuação de riscos em sistemas de terraceamento em Goiás
title_full_unstemmed Atenuação de riscos em sistemas de terraceamento em Goiás
title_sort Atenuação de riscos em sistemas de terraceamento em Goiás
author OLIVEIRA, Janaina de Moura
author_facet OLIVEIRA, Janaina de Moura
author_role author
dc.contributor.advisor1.fl_str_mv GRIEBELER, Nori Paulo
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/2953067359172793
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/2815916388473689
dc.contributor.author.fl_str_mv OLIVEIRA, Janaina de Moura
contributor_str_mv GRIEBELER, Nori Paulo
dc.subject.por.fl_str_mv erosão
conservação do solo
desuniformidade de terraços
irregularidade em terraços
atuação profissional
1.Erosão - Goiás [Estado] 2.Conservação do solo 3.Desuniformidade de terraços 4.Irregularidade em terraços 5.Atuação profissional
topic erosão
conservação do solo
desuniformidade de terraços
irregularidade em terraços
atuação profissional
1.Erosão - Goiás [Estado] 2.Conservação do solo 3.Desuniformidade de terraços 4.Irregularidade em terraços 5.Atuação profissional
erosion
soil conservation
terraces inequality
professional action
CNPQ::CIENCIAS AGRARIAS::AGRONOMIA
dc.subject.eng.fl_str_mv erosion
soil conservation
terraces inequality
professional action
dc.subject.cnpq.fl_str_mv CNPQ::CIENCIAS AGRARIAS::AGRONOMIA
description The design, implementation and maintenance of terracing does not always follow technical standards, resulting in unnecessary costs or structures failure risks. This study quantified by means of simulations, the increase in the recommended ridge height of level terraces (Hr) promoted by the use of uniformity coefficients (Cd), relating them to the ridge height promoted by change in return period (TR). These were conducted using the software Terrace 3.0, which were determined Hr to 10 locations in the state of Goias, Brazil. For this purpose was considered a standard condition, changing between systems of conventional tillage and no till and varying the TR and Cd. Also been raised, through interviews with agronomists, the aspects were that used in the design and implementation of this soil conservation practice. We evaluated also the uniformity of level terraces in five areas, in which readings were the height of ridge using an engineer level. In points of highest and lowest reading of each terrace were raised sections of accumulation. The simulations were obtained Hr average of 40.8 cm for conventional tillage and 47.7 cm for no-tillage system. On average, an increase of 0.1 in Cd value, was equal to the change in 5 years or more in the TR. Major differences were generate with use of Cd. Hr generate by Cd 1.7 was equivalent to a 113.39 years to TR value for conventional tillage and 112.12 years for no till. The average increase in Hr for each increment of 5 years in the TR or 0.1 on the Cd was, in all cases, less than two centimeters. According to the interviews, in general, agronomists contract another professional to design and employ the project. Interviewed professionals don t realize terracing projects and not consider technical criteria for the design and deployment of the system. On field measurements don t was observed uniformity in any of the terraces studied, and in some cases, the height read at one point was below the bottom of the channel in another position in the same terrace. The unevenness in the ridge section between the highest and lowest ranged from 18 cm to 60.5 cm. Real accumulation section ranged from 0.0 m2 to 1.4 m2. Based on the results, it is concluded that: needs to be included in the design of terracing systems the use of Cd or increased TR values. The system design doesn t consider technical criteria, resulting in inefficiency and, the terraces deployed present deficiencies that compromise their performance.
publishDate 2009
dc.date.issued.fl_str_mv 2009-06-05
dc.date.available.fl_str_mv 2011-01-26
dc.date.accessioned.fl_str_mv 2014-07-29T16:24:14Z
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dc.identifier.citation.fl_str_mv OLIVEIRA, Janaina de Moura. Mitigation of risks to systems of terraces in Goiás. 2009. 75 f. Dissertação (Mestrado em Ciências Agrárias) - Universidade Federal de Goiás, Goiânia, 2009.
dc.identifier.uri.fl_str_mv http://repositorio.bc.ufg.br/tede/handle/tde/2645
identifier_str_mv OLIVEIRA, Janaina de Moura. Mitigation of risks to systems of terraces in Goiás. 2009. 75 f. Dissertação (Mestrado em Ciências Agrárias) - Universidade Federal de Goiás, Goiânia, 2009.
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