995 resultados para Drenagem transversal


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A novel all-fiber bipolar delay line filter is realized in a single-line cascaded high birefringence fiber structure. Optically coherent operation is achieved with suppression of interference noise. Complementary filter outputs give simultaneous lowpass and highpass responses.

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We demonstrate experimentally a novel and simple tunable all-optical incoherent negative-tap fiber-optic transversal filter based on a distribution feedback laser diode and high reflection fiber Bragg gratings (FBGs). In this filter, variable time delay is provided by cascaded high reflection fiber Bragg gratings (FBGs), and the tuning of the filter is realized by tuning different FBG to match the fixed carrier wavelength, or adjusting the carrier wavelength to fit different FBG. The incoherent negative tapping is realized by using the carrier depletion effect in a distribution feedback laser diode.

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A bidirectional nonreciprocal wavelength-interleaving filter based on an optically coherent high birefringence fiber transversal filter structure is demonstrated. Stable, low loss operation is achieved with reconfigurable transfer characteristics for interleaved channel spacing of 0.8 nm with >30 dB isolation and ultra-low chromatic dispersion.

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A novel dual complementary output optical fiber transversal filter is realized for DWDM applications. Stable, simultaneous complementary filter responses with flattened passbands and large sidelobe suppressions are achieved with a single-line cascaded Hi-Bi fiber structure.

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An optical coherence tomography (OCT) system to produce both longitudinal and transversal images of the in vivo human eye is presented. For the first time, OCT transversal images collected from the living eye at 50-µm depth steps show details unobtainable with the state-of-the-art scanning laser ophthalmoscope. Images of up to 3×3?mm are produced from the retina in less than a second. For images larger than 1.6×1.6?mm, a path modulation is introduced by the galvanometric scanning mirror and is used as an effective phase modulation method.

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A bidirectional nonreciprocal wavelength-interleaving filter based on an optically coherent high birefringence fiber transversal filter structure is demonstrated. Stable, low loss, low dispersion, and high isolation operation is demonstrated with reconfigurable transfer characteristics for interleaved channel spacing of 0.8 nm.

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The distribution and mobilization of fluid in a porous medium depend on the capillary, gravity, and viscous forces. In oil field, the processes of enhanced oil recovery involve change and importance of these forces to increase the oil recovery factor. In the case of gas assisted gravity drainage (GAGD) process is important to understand the physical mechanisms to mobilize oil through the interaction of these forces. For this reason, several authors have developed physical models in laboratory and core floods of GAGD to study the performance of these forces through dimensionless groups. These models showed conclusive results. However, numerical simulation models have not been used for this type of study. Therefore, the objective of this work is to study the performance of capillary, viscous and gravity forces on GAGD process and its influence on the oil recovery factor through a 2D numerical simulation model. To analyze the interplay of these forces, dimensionless groups reported in the literature have been used such as Capillary Number (Nc), Bond number (Nb) and Gravity Number (Ng). This was done to determine the effectiveness of each force related to the other one. A comparison of the results obtained from the numerical simulation was also carried out with the results reported in the literature. The results showed that before breakthrough time, the lower is the injection flow rate, oil recovery is increased by capillary force, and after breakthrough time, the higher is the injection flow rate, oil recovery is increased by gravity force. A good relationship was found between the results obtained in this research with those published in the literature. The simulation results indicated that before the gas breakthrough, higher oil recoveries were obtained at lower Nc and Nb and, after the gas breakthrough, higher oil recoveries were obtained at lower Ng. The numerical models are consistent with the reported results in the literature

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPES

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The uncontrolled growth of most Brazilian cities is not accompanied by the development of urban infrastructure. With increasing soil sealing, runoff and decreased infiltration volume, impacts on water resources and on population of the areas affected by urban growth are inevitable. This study aims to evaluate the use and occupation of a watershed and analyze the drainage system in order to control the impact using tools to integrate urban development with the drainage of rainwater in an important watershed in the Natal City, Rio Grande do Norte State. The study involved the characterization of the basin XII.4 on the land use and occupation, for the years 2005 and 2014. With the application of SWMM model was possible to analyze the impacts caused by the urbanization process in the existing drainage system, showing the two years analyzed have their areas very close to percentage saturation of impervious areas. Although the region is still predominantly single family residential, suffers increasing verticalization of mainly commercial buildings. The drainage system is inefficient for the area's needs by the year 2005. The drainage system was also tested for four variations of land use by developing scenarios. Scenario 1 is related to the year 2014, considered current. Scenario 2 was adopted the maximum rate of 80% for land use, allowed for the Natal City. Scenario 3 gives the critical condition of land use, with the area 100% impervious. Scenario 4 is applied to the existence of LID (Low Impact Device). The scenarios analysis showed that all indicate deficiency at some point of the drainage system as a result of the high degree of occupation of the area that generate higher flows than the initial drainage system capacity. With the study it became clear that the adoption of non-structural tools are effective in reducing flooding and improving the drainage system capacity.

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The uncontrolled growth of most Brazilian cities is not accompanied by the development of urban infrastructure. With increasing soil sealing, runoff and decreased infiltration volume, impacts on water resources and on population of the areas affected by urban growth are inevitable. This study aims to evaluate the use and occupation of a watershed and analyze the drainage system in order to control the impact using tools to integrate urban development with the drainage of rainwater in an important watershed in the Natal City, Rio Grande do Norte State. The study involved the characterization of the basin XII.4 on the land use and occupation, for the years 2005 and 2014. With the application of SWMM model was possible to analyze the impacts caused by the urbanization process in the existing drainage system, showing the two years analyzed have their areas very close to percentage saturation of impervious areas. Although the region is still predominantly single family residential, suffers increasing verticalization of mainly commercial buildings. The drainage system is inefficient for the area's needs by the year 2005. The drainage system was also tested for four variations of land use by developing scenarios. Scenario 1 is related to the year 2014, considered current. Scenario 2 was adopted the maximum rate of 80% for land use, allowed for the Natal City. Scenario 3 gives the critical condition of land use, with the area 100% impervious. Scenario 4 is applied to the existence of LID (Low Impact Device). The scenarios analysis showed that all indicate deficiency at some point of the drainage system as a result of the high degree of occupation of the area that generate higher flows than the initial drainage system capacity. With the study it became clear that the adoption of non-structural tools are effective in reducing flooding and improving the drainage system capacity.

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El presente “Estudio Observacional Descriptivo Transversal sobre la situación de la discapacidad en el municipio de Cuenca” ha sido realizado por el Grupo de Innovación y Evaluación en Servicios Sociales (GIESS) de la Facultad de Trabajo Social de la Universidad de Castilla-La Mancha, financiado por el Ayuntamiento de Cuenca, mediante Convenio I+D, en el marco del Consejo Municipal de Integración. Dado que en la ciudad de Cuenca no existe ninguna investigación que especifique las cifras reales y cuáles son las características de las personas con discapacidad, se realizó este estudio (desde el mes de mayo del año 2015, hasta el mes de abril del año 2016) con el objetivo general de conocer la realidad de la situación de las personas con discapacidad y sus familias en dicha ciudad, a través de metodología de investigación cuantitativa, midiendo variables sociodemográficas y de calidad de vida, con el propósito de mejorar el conocimiento del colectivo a fin de establecer políticas públicas y acciones concretas orientadas a mejorar su calidad de vida.

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El crecimiento y desarrollo craneofacial permite que algunos alteraciones dentales sean compensadas con respuestas maxilares. El propósito de éste estudio fue relacionar la discrepancia maxilo-mandibular en sentido transversal con las inclinaciones bucolingual de los primeros molares permanentes maxilares y mandibulares en una población de 10 a 16 años por medio de tomografías computarizadas de haz de cono (CBCT).

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O presente trabalho de fim de mestrado caracteriza-se pela ampliação e remodelação das redes de abastecimento de águas e drenagem de águas residuais domésticas e pluviais do Hotel Terra Nostra nas Furnas em Ponta Delgada em fase de licenciamento. Este empreendimento é constituído por 2 alas (Ala Deco e Ala Jardim) constituídas por 3 pisos na Ala Deco e 4 pisos na Ala Jardim. A remodelação da rede será efectuada somente onde a rede existente já está bastante degradada ou com um abastecimento deficiente. A sua ampliação vem fazer face ao aumento do número de instalações sanitárias do empreendimento e da cozinha da Ala Deco. O objectivo desta intervenção vem no sentido de melhorar o funcionamento da rede, resolver os problemas existentes com o desgaste da mesma e proporcionar melhores níveis de conforto no seu desempenho. Neste sentido foi realizado um estudo sobre todo o sistema hidráulico do hote, tanto de abastecimento como de drenagem de águas residuais domésticas e pluviais, tendo como apoio para a realização do mesmo a legislação em vigor bem como alguns manuais de hidráulica. Desta forma o referente trabalho vem mostrar toda a solução adoptada para fazer face às deficiências encontradas no sistema bem como a respectiva ampliação das instalações do mesmo.

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Dissertação (mestrado)—Universidade de Brasília, Departamento de Geografia, Programa de Pós-Graduação em Geografia, 2015.