954 resultados para Hidráulica fluvial


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O trabalho apresentado é constituído de dois capítulos distintos, ambos com preocupação recorrente de realizar uma ciência que tenha interface com a realidade, uma Ecologia aplicável às questões e demandas da sociedade contemporânea como ferramenta para compreender a realidade, mediar conflitos. No capítulo I - Integrando o meio físico, biológico e sócioeconômico na proposição de novos Índices de Sensibilidade Ambiental (ISA) propomos o desenvolvimento de índices que combinem aspectos bióticos, socioeconômicos e ecológicos como: a) Índice de Sensibilidade Ambiental Biológico (ISAB), pautado na comunidade de mamíferos de médio e grande porte; b) Índice de Sensibilidade Ambiental Socioeconômico (ISASE), composto pelo tipo de atividade econômica e pelas características da comunidade do entorno e c) Índice de Sensibilidade Ambiental Ecológico (ISAEc). No capítulo II - Contribuição da área do fragmento e dos corredores ecológicos para a comunidade de mamíferos de médio e grande porte das matas ciliares, ressaltamos a importância da Ecologia da Paisagem para a presença/ausência de espécies de mamíferos de médio e grande porte. Quais correlações são relevantes e como as métricas da paisagem têm influência sobre a comunidade da mastofauna. Há a clara intenção de compreender a realidade e propor soluções para as problemáticas modernas visando o bem estar da sociedade e a conservação e preservação da biota

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Este trabalho teve como tema principal o mapeamento geológico-geotécnico de determinado trecho da Bacia do rio Passa Cinco, e sua suscetibilidade a processos erosivos lineares, fluviais e de assoreamento. A área tem 129km2 e está situada principalmente no município de Ipeúna, estado de SP. O estudo foi desenvolvido a partir de análise por sensoriamento remoto (land systems) de fotos aéreas e associação a mapas geológicos, geomorflógicos, pedológicos e perfis de alteração. Esta análise integrada permitiu a divisão da área em dez Unidades Básicas de Compartimentação (UBCs), com base na metodologia apresentada por VEDOVELLO em diversos trabalhos. Foram obtidas dez Unidades Básicas de Compartimentação, apresentadas na ordem de ocorrência na Depressão Periférica (6 Unidades) e no relevo escarpado (4 Unidades). A partir desta compartimentação, verificações em campo e imagens de satélite foram adotados parâmetros para a análise quanto a suscetibilidade a aos processos erosivos lineares, fluviais e de assoreamento, obtendo-se três Unidades com alta suscetibilidades a processos erosivos lineares, e uma Unidade com alta suscetibilidade a processos erosivos fluviais e assoreamento. Como produto foi gerado um Mapa geológico–geotécnico em escala 1:50.000, com perfil representativo da área e uma tabela-síntese com as principais características e análise de suscetibilidade aos processos analisados

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Pós-graduação em Agronomia (Ciência do Solo) - FCAV

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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

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Pós-graduação em Geociências e Meio Ambiente - IGCE

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The main objective of this work was to mount and test an experimental model to measure the hydraulic conductance of ex vivo dentin. Seventeen healthy third molars, with indication of extraction of healthy donors aged between 15 and 30 years were obtained by informed consent. After cleaning them, disinfecting them, including them in resin epoxy and cutting them, there were 17 samples of dentin, corresponding to a disk of resin with a coronal section of tooth showing the dentin exposed on both sides of it. Three machines to measure the hydraulic conductance of the dentin were assembled according to the description of the model of Pashley. Samples were installed in a Chamber of diffusion, connected by using silicone tubes to a graduated transfer pipette and a 20cm water column. Through the displacement of a bubble of water in the inside of the pipette, the hydraulic conductance of each sample was measured 3 times on the 14th, 21st, 28th and 35th day post extraction. The data were tabulated and analyzed statistically. There is no SS difference in the rate of flow of a measured sample in the three machines (p=0.5937). There is no SS difference in measurements of the hydraulic conductance of 13 samples of human dentin measured in days 14, 21, 28 and 35 postextraction (p=0.0704). It is possible to mount an experimental model to study the hydraulic conductance of dentin ex vivo, based on the model of Pashley. The model seems to be reliable, but more research is needed in order to validate its reliability.

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ABSTRACT. Introduction: an in vitro model was used to measure the hydraulic conductance in human dentin discs treated with oxalic acid for 15, 30 or 60 s maintaining the occlusive effect and measuring 7 and 14 days after application. Methods: 45 dentin discs measuring 1 mm thick were obtained from human third molars which were free of caries and in no occlusion; the samples were obtained from patients aged 16 to 30 years. Discs were sorted out into three study groups (n = 15) depending on the time of application of a commercial solution of oxalate-based dentin desensitizer (DD) (BisBlock®) which contains ˂ 5% oxalic acid of 1.5-1.8 pH: in group A the agent was applied for 15 s, in group B it was applied for 30 s, and in group C for 60 s. The hydraulic conductance of each disc was calculated after acid etching, which corresponds to the maximum permeability of discs (100%) after immediate application of oxalic acid, as well as seven and fourteen days of storage in saline solution. The statistical analysis was done with ANOVA test and post-hoc Games-Howell test. Results: 35,46 ± 23.41% in Group A, 36.34 ± 15.88% in Group B and 24.99 ± 14.99% in Group C, showing that the use of DD for 15, 30 or 60 s decreased permeability in a statistically significant manner (p <0.05). Conclusions: DD was effective in reducing hydraulic conductance regardless of application time, but this reduction was temporary only, since after seven days permeability returns to values close to those of baseline.

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Accurate paleoenvironmental reconstruction relies on the correct interpretation of the postmortem history of skeletal remains in shelly assemblages. In contrast to marine settings, actualistic taphonomic studies are lacking for shell-rich concentrations in freshwater riverine systems. In particular, the taphonomic pathways and the origins of taphonomic signatures that are recorded in bioclasts from fluvial settings are poorly known. In this study, we addressed this issue by comparing the taphonomic signatures and shell-damage profiles among shells of freshwater mollusks recorded both in death and in fossil assemblages from the same fluvial environment. Our data indicated that dissolution was the most pervasive taphonomic process leading to the destruction of the shells. The loss of taphonomic information extended beyond shell dissolution in the riverbed, or the early diagenesis in the sedimentary record. The loss of biological information from the living community through the death assemblage, until the incorporation of shells as fossils, mainly occurred during the time the shells were in the sediment-water interface. Though this destruction affected primarily dead shells, reworked fossils also became vulnerable because they were carried out into the river load again by channel avulsion. A model that included the main taphonomic pathways followed by the molluscan shells in the fluvial Touro Passo Formation (Pleistocene-Holocene) is discussed. In this model, two main destructive domains were recognized, which were the biological, physical, and chemical processes operating at the taphonomically active zone (= TAZ domain) and the pedogenetic domain.

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Pós-graduação em Agronomia (Energia na Agricultura) - FCA

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Pós-graduação em Geociências e Meio Ambiente - IGCE

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A contaminant plume due to leachate infiltration was found in the solid waste landfill from Bauru, SP. The soil hydraulic conductivity (K) is an important parameter to understand the moving of this plume. This paper intends to show representative K values for the soils that occur in the vicinity of this landfill determined by field and laboratory tests. There are four soil types in the area: colluvium, alluvium, sandstone residual soil and the sandstone. Laboratory tests were performed using constant and variable head in rigid and flexible wall permeameters. Slug tests and hydraulic conductivity tests with the Guelph permeameter were also carried out in situ in the area. Representative K values of 3.7x10-7 m/s for the saturated zone and 2.4x10-8 m/s for the unsaturated zone were determined for the residual soil. A K value of 5.3x10-5 m/s was obtained for the colluvium soil. A great variation of K with depth was observed for the alluvium and the assumed average values for the saturated zone were 7.9x10-7 m/s and 1.1x10-4 m/s for the unsaturated surficial layer. An average K value of 3.3x10-8 m/s was determined in laboratory for the sandstone and it was assumed representative for this material.

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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

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Pós-graduação em Agronomia (Ciência do Solo) - FCAV