Estudo dos mecanismos de instabilidade em solos residuais de biotita-gnaisse da bacia do ribeirão Guaratinguetá

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Análise das tragédias de Janeiro de 2011, no bairro jardim Zaíra, município de Mauá/SP: uma análise episódica

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Percepção dos riscos de escorregamentos na Vila Mello Reis, Juiz de Fora (MG): contribuição ao planejamento e à gestão urbanos

Pós-graduação em Geografia - IGCE

Análise da suscetibilidade a escorregamentos: uma abordagem probabilística

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Aplicação do processo hierárquico analítico (AHP) na priorização de áreas de risco geológico para a implantação de intervenções em assentamentos urbanos precários

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Gerenciamento de riscos ambientais associados a escorregamentos: contribuição às políticas públicas municipais para áreas de ocupação subnormal

Pós-graduação em Geociências e Meio Ambiente - IGCE

Modelagem espacial dinâmica aplicada ao estudo de movimentos de massa em uma região da serra do mar paulista, na escala de 1:10.000

Pós-graduação em Geociências e Meio Ambiente - IGCE

Percepção geográfica de escorregamentos de encostas em favelas nas áreas de risco - Campos do Jordão-SP

Pós-graduação em Geografia - IGCE

CALIBRAÇÃO E VALIDAÇÃO DO ÍNDICE DE ESTABILIDADE DE ENCOSTAS COM INVENTÁRIO DE ESCORREGAMENTOS

A ocorrência de escorregamentos translacionais no litoral paulista é parte integrante da evolução natural das encostas, que se intensifica sob condições de clima tropical em uma morfologia de serras com desníveis em torno de 700m. Sob precipitações intensas, mesmo sem a interferência direta do homem, os movimentos de massa ocorrem de forma isolada ou generalizada, como a centena de escorregamentos registrados no evento de janeiro de 1985, em que os índices pluviométricos atingiram 210 mm em 24 h. Utilizando um inventário de cicatrizes de escorregamentos obtido de um aerolevantamento de agosto de 1985, definiu-se como objetivo calibrar e validar um mapa de índice de estabilidade utilizando o modelo de análise de estabilidade de encostas por talude infinito, disponível no programa SINMAP, na Serra de Cubatão, na escala 1:10.000. O modelo foi aplicado considerando os parâmetros do solo constantes para toda área e também variáveis em função das unidades litológicas. Os resultados mostraram que mais de 79% das cicatrizes ficaram dentro dos limites inferior de estabilidade e superior de instabilidade para o caso de parâmetros constantes e mais de 95% das cicatrizes para o caso de parâmetros variáveis dentro dos mesmos limites. Palavras-chave: Índice de estabilidade, movimentos de massa, Serra do Mar.

Desenvolvimento de software utilizando a técnica sph (smoothed particle hydrodynamics) na geração de ondas de submersão

Pós-graduação em Engenharia Elétrica - FEIS

Control of instabilities in non-Newtonian free surface fluid flows

Free surface flows in inclined channels can develop periodic instabilities that are propagated downstream as shock waves with well-defined wavelengths and amplitudes. Such disturbances are called roll waves and are common in channels, torrential lava, landslides, and avalanches. The prediction and detection of such waves over certain types of structures and environments are useful for the prevention of natural risks. In this work, a mathematical model is established using a theoretical approach based on Cauchy's equations with the Herschel-Bulkley rheological model inserted into the viscous part of the stress tensor. This arrangement can adequately represent the behavior of muddy fluids, such as water-clay mixture. Then, taking into account the shallow water and the Rankine-Hugoniot's (shock wave) conditions, the equation of the roll wave and its properties, profile, and propagation velocity are determined. A linear stability analysis is performed with an emphasis on determining the condition that allows the generation of such instabilities, which depends on the minimum Froude number. A sensitivity analysis on the numerical parameters is performed, and numerical results including the influence of the Froude number, the index flow and dimensionless yield stress on the amplitude, the wavelength of roll waves and the propagation velocity of roll waves are shown. We show that our numerical results were in agreement with Coussot's experimental results (1994).

Análise de métodos de mapeamento de perigo: uma proposta de elaboração de mapeamento de perigo de escorregamento planar de solo via utilização do método participativo

This final assignment aimed to promote a critical analysis of methods of preparation mappings danger of landslide and presentation of proposed development from the use of participative method, as an instrument to facilitate the identification of adverse geological processes. There search was executed from literature review about concept associated with geological dangers theme and the typology and characteristics of gravitational mass movements. We analyzed particularly the so-called methods of mapping danger tradicional/classic and alternative. It is believed, that integrating the work of specialists with the participation of involvedagents (local community and stake holders). This literature review and proposed work do noted in itself. You need the continuing advance in the discussion, debates and research on this topic as well as public policies that act on problems identified more concretely

Utilização de geotecnologias no monitoramento de processos erosivos e movimentos de massa em trecho da faixa de dutos Rio de Janeiro - Belo Horizonte

The transportation of oil through pipelines raises a concern related to safety and environmental impacts they may cause, especially when exposed to risks that affect their integrity. Among the natural phenomena that can affect the pipelines are erosion and landslides. Considering the large territory involving the pipelines, remote sensing tools have a great applicability for data acquisition. For this, visual analysis techniques were applied to perform change detection in order to monitor erosion features and landslides along a stretch of pipeline Rio de Janeiro – Belo Horizonte, in the state of Rio de Janeiro. The work involved the characterization of the study area as well as the erosion and landslide processes, through bibliographical data. The satellite image processing and the application of change detection techniques were developed in two scenes for the years 2002 and 2010. It was noted a small increase in the number of the identified features, however with regard to their area, a decrease of 21.7% was observed

Geotecnologias na avaliação da suscetibilidade a movimentos de massa no município de Várzea Paulista (SP)

The disordered occupation in several cities in Brazil, is very common, especially during the rainy season, there are numerous cases of gravitational mass movements, with deads of human and builds destruction. The main objective of this work was to identify and map areas to mass movements, through the geo, the municipality of Várzea Paulista, the state of Sao Paulo. For the purpose, were prepared thematic maps of slope, geology, pedology, geomorphology and land use and occupation, which were overlaid using ArcGIS GIS Multicriteria Analysis. Each subject received a weight of influence to the outbreak of such processes and the final result was obtained map of susceptibility to mass movements of the city of Várzea Paulista. This survey found that there are many occupied areas within the city that require monitoring of the Government, especially in the rainy months, because they are in very fragile in terms of geological and geomorphological features. Considering that the data on the physical and natural aspects are scarce in the literature for this region, the results obtained in this study as well as the gathering of information of the physical and cartographic products developed, will greatly contribute to the administration of the municipality, subsidies they provide for the proper use planning and land tenure, pointing out the weak areas of the city geotechnical point of view

Análise das ocorrências de escorregamento por meio de imagens Geoeye em trecho da faixa de dutos Rio de Janeiro - Belo Horizonte

The analysis of natural processes, such as landslides, has a great importance for the prevention of accidents in pipelines, since it might compromise its security, with serious social and environmental implications. Considering the large territorial dimensions that pipelines can reach, remote sensing tools have great applicability for data acquisition, allowing the analysis of large areas in regular time periods. This study aims to analyze the relations between the occurrence of landslides and its natural conditionings, on a stretch of the ORBEL pipeline, in the municipalities of Duque de Caxias, Nova Iguaçu and Belford Roxo – Rio de Janeiro. GeoEye sensor system images were used with spatial resolution of 0.5 m, from November/2009, January/2010 and March/2010, that are months of summer rains. The work involved the characterization of the study area and existing landslides, through bibliographic data collection; the application of visual analysis techniques for the extraction of landslide scars and fractures; preparation of maps for the landslide constraints and preparation of the susceptibility map. In the images from November only three landslide scars were extracted, while in January there were 166 and 111 in March. Difficulties were found with the shading in the images. From the relations among landslide scars, lithological units, relief systems, slope, downhill profile and the generated map of landslide susceptibility, presented in 1:70,000 scale, it was possible to conclude that slope is the main determinant of the process, allied secondarily to downhill profile, relief systems and lithology