986 resultados para Engenharia de manutenção. Inspeção de dutos. Integridadeestrutural. PIG. Topologia. Perfilometria


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Este trabalho tem como objetivo apresentar uma alternativa de construção de uma obra de engenharia, com o aproveitamento de dutos API 5L X70 descartados do gasoduto Coari-Manaus, no processo de construção de uma ponte provisória sobre o Igarapé do Cedro na floresta amazônica, para viabilizar os transportes de materiais e de trabalhadores para produção industrial de construção da Estação de Compressão – ECOMP em Juaruna. Para verificação do comportamento de um elemento da ponte, utilizou-se o programa Ansys 8.0 que aplica o método numérico como análise das tensões e deformações de elementos estruturais submetidos a esforços. Apresenta também uma proposta ambiental de mitigação dos impactos provocados pelos equipamentos na travessia do Igarapé do Cedro e os desafios logísticos de transportes enfrentados pelas empresas na região amazônica.

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Esta dissertação tem como objetivo a criação de um sistema de apoio à reabilitação de coberturas em terraço. A elaboração deste sistema passa pela apresentação dos diferentes tipos de materiais utilizados nas várias camadas que compõem a cobertura em terraço, descrevendo as suas características e particularidades, bem como, o processo de aplicação in situ e os principais campos de implementação de cada material. O envelhecimento dos materiais e a falta de manutenção, em alguns casos juntamente com a deficiente conceção e execução das coberturas, originam o aparecimento de anomalias. Como tal, são propostas técnicas de intervenção que visam restabelecer as características iniciais dos materiais garantindo o correto funcionamento da cobertura. A cada técnica de reparação está associada uma ficha de reabilitação que sintetiza os principais procedimentos, materiais, equipamentos e mão-de-obra envolvidos, bem como uma estimativa aproximada do rendimento da equipa e dos custos de intervenção. A matriz de correlação proposta, anomalias - técnicas de reabilitação foi calibrada e validada através de um plano de inspeções visuais a 105 coberturas. O trabalho de campo, permitiu ainda a recolha de um conjunto de dados, que foram submetidos a um tratamento estatístico a fim de retirar conclusões sobre o comportamento das coberturas em terraço.

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Problems associated to longitudinal interactions in buried pipelines are characterized as three-dimensional and can lead to different soil-pipe issues. Despite the progress achieved in research on buried pipelines, little attention has been given to the three-dimensional nature of the problem throughout the last decades. Most of researches simplify the problem by considering it in plane strain condition. This dissertation aims to present a study on the behavior of buried pipelines under local settlement or elevation, using three-dimensional simulations. Finite element code Plaxis 3D was used for the simulations. Particular aspects of the numerical modeling were evaluated and parametric analyzes were performed, was investigated the effects of soil arching in three-dimensional form. The main variables investigated were as follows: relative density, displacement of the elevation or settlement zone, elevated zone size, height of soil cover and pipe diameter/thickness ratio. The simulations were performed in two stages. The first stage was involved the validation of the numerical analysis using the physical models put forward by Costa (2005). In the second stage, numerical analyzes of a full-scale pipeline subjected to a localized elevation were performed. The obtained results allowed a detailed evaluation of the redistribution of stresses in the soil mass and the deflections along the pipe. It was observed the reduction of stresses in the soil mass and pipe deflections when the height of soil cover was decreased on regions of the pipe subjected to elevation. It was also shown for the analyzed situation that longitudinal thrusts were higher than vi circumferential trusts and exceeded the allowable stresses and deflections. Furthermore, the benefits of minimizing stress with technical as the false trench, compressible cradle and a combination of both applied to the simulated pipeline were verified

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Mestrado em Engenharia Electrotécnica – Sistemas Eléctricos de Energia

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Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Mecânica - Manutenção e Produção

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Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia de Manutenção

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Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia de Manutenção

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Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Mecânica Manutenção e Produção

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Dissertação de mestrado integrado em Engenharia Mecânica

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The objective of this research was to study the influence of factors related to the proper management of pig manure (lower dilution) and the season of the year in the progress of the co-composting of pig manure with wood shavings and in the final quality of the compost resulting from the treatments. In the first experiment, two types of swine manure were used: a diluted one (2% Dry Matter - DM), typical from the management usually used in Brazil, and a more concentrated one (6% DM). The manures were incorporated into the wood shavings (6L:1kg) over the course of four weeks. The development of composting was accompanied by monitoring of temperatures inside the piles and the emission of CO2 and CH4 gases during 65 days, including the period of incorporation. The results showed that the diluted manure does not provide the minimum conditions for starting the process. After the incorporation period, any biomass heating was observed and neither the aerobic or anaerobic respiration of the microorganisms, resulting in a compost with low quality. In the second experiment, which evaluated composting in winter and summer during 85 days, it was found that the heat exchange with the environment influences the temperature generated within the piles. The lower temperatures significantly reduced the methanogenesis on the biomass.

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The goal of this study was to evaluate the nitrogen fertilization as deep litter for pigs in order to produce biomass and accumulate nutrients by the corn. A deep litter made of rice husk as organic compound, from a commercial pig farm during finishing phase, was used. After three consecutive batches of pigs, the deep litter was subjected to a maturation period of 50 days, and samples of this material were taken for analysis of agronomic value. The experimental design was completely randomized with five replicates. The treatments consisted of doses of 0, 75, 150 and 300mg dm-3 of N of deep litter, as well as an additional treatment with ammonium sulfate, with a dosage of 150mg dm-3 of N. After 45 days, corn plants were harvested in order to evaluate the total dry weight and nutrient concentrations of their aerial parts. Dry matter increases were found with more application of deep litter. Regarding control fertilization, the use of increasing dosages of deep litter allowed accumulation of K, reduced the availability of P, Ca, Mg, Zn and B and did not alter the concentrations of N, Cu, Fe and Mn.

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ABSTRACT Swine wastewater (SW) application in agricultural soils may affect its microbial community in a long term. The objective of this study was to evaluate prospective changes in soil bacterial community after eight years continuous application of swine wastewater. The wastewater doses tested were 0; 100; 200 and 300 m3 ha-1, being applied from the beginning of the experiment and with or without recommended fertilization. Three soil samples were taken from each plot for determinations of basal respiration, microbial biomass and metabolic quotient. We also performed DGGE analysis and made a correlation between soil chemical conditions and microbial activity. Microbial community underwent significant structural changes from swine wastewater applications. Higher SW doses (200 and 300 m3 ha-1) influenced significantly (p <0.05) and benefitted certain bacteria groups.

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