21 resultados para Reynolds, Myra,


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Estratégias para obter vantagens competitivas enfatizam o desenvolvimento e a transformação dos recursos existentes em uma base de recursos única e de valor. Mas e se você ainda não tiver o legado das forças dos recursos? Empreendedores em organizações novas precisam, primeiramente, reunir recursos, para, então, combiná-los e construir uma plataforma de recursos que gerará capacidades diferenciais. Neste artigo, os estudos de casos ilustram os desafios enfrentados pelos empreendedores na identificação, atração, combinação e transformação dos recursos individuais em recursos organizacionais. São fornecidos dois instrumentos analíticos para avaliar as necessidades iniciais de recursos e desenvolver uma estratégia de recursos que intensifique as possibilidades de criação de valor. Essa abordagem fornece orientação para empreendedores que busquem construir uma base de recursos.

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Se estudiaron 82 pacientes con uretritis para la búsqueda de Chlamydia trachomatis mediante inmunofluorescencia directa, Neisscria gonorrhoeae, Mycoplastna y Ureaplasma mediante métodos estándar. Se encontró un 19,5% de Chlamydia trachomatis y en 11 de ellos (68,8%) se encontró asociada a otras bacterias y estos pacientes presentó una secreción escasa-gelatinosa.

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Nine species of Penicillium have been isolated from soil in the Rio Trombetas drainage. Four ot the records are new to Brazil. Distribution patterns are discussed. Other records for Penicillium in Brazil are reviewed.

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Abstract Aromatherapy is a Practical or Complementary Health Therapy that uses volatile concentrates extracted from plants called essential oils, in order to improve physical, mental and emotional well-being. Aromatherapy has been practiced historically and worldwide by nurses and, as in Brazil is supported by the Federal Nursing Council, it is relevant to discuss this practice in the context of Nursing through Theories of Nursing. This study of theoretical reflection, exploratory and descriptive, aims to discuss the pharmacognosy of essential oils, the historical trajectory of Aromatherapy in Nursing and the conceptions to support Aromatherapy in light of eight Nursing Theorists (Florence Nightingale, Myra Levine, Hildegard Peplau, Martha Rogers, Callista Roy, Wanda Horta, Jean Watson and Katharine Kolcaba), contributing to its inclusion as a nursing care practice.

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Gully erosion occurs by the combined action of splash, sheetwash and rill-wash (interrill and rill erosion). These erosion processes have a great capacity for both sediment production and sediment transport. The objectives of this experiment were to evaluate hydrological and sediment transport in a degraded area, severely dissected by gullies; to assess the hydraulic flow characteristics and their aggregate transport capacity; and to measure the initial splash erosion rate. In the study area in Guarapuava, State of Paraná, Brazil (lat 25º 24' S; long 51º24' W; 1034 m asl), the soil was classified as Cambissolo Húmico alumínico, with the following particle-size composition: sand 0.116 kg kg-1; silt 0.180 kg kg-1; and clay 0.704 kg kg-1. The approach of this research was based on microcatchments formed in the ground, to study the hydrological response and sediment transport. A total of eight rill systems were simulated with dry and wet soil. An average rainfall of 33.7 ± 4.0 mm was produced for 35 to 54 min by a rainfall simulator. The equipment was installed, and a trough was placed at the end of the rill to collect sediments and water. During the simulation, the following variables were measured: time to runoff, time to ponding, time of recession, flow velocity, depth, ratio of the initial splash and grain size. The rainsplash of dry topsoil was more than twice as high as under moist conditions (5 g m-2 min-1 and 2 g m-2 min-1, respectively). The characteristics of the flow hydraulics indicate transition from laminar to turbulent flow [Re (Reynolds number) 1000-2000]. In addition, it was observed that a flow velocity of 0.12 m s-1 was the threshold for turbulent flow (Re > 2000), especially at the end of the rainfall simulation. The rill flow tended to be subcritical [Fr (Froude Number) < 1.0]. The variation in hydrological attributes (infiltration and runoff) was lower, while the sediment yield was variable. The erosion in the rill systems was characterized as limited transport, although the degraded area generated an average of 394 g m-2 of sediment in each simulation.

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The presence of compacted layers in soils can induce subprocesses (e.g., discontinuity of water flow) and induces soil erosion and rill development. This study assesses how rill erosion in Oxisols is affected by a plow pan. The study shows that changes in hydraulic properties occur when the topsoil is eroded because the compacted layer lies close below the surface. The hydraulic properties that induce sediment transport and rill formation (i.e., hydraulic thresholds at which these processes occur) are not the same. Because of the resistance of the compacted layer, the hydraulic conditions leading to rill incision on the soil surface differed from the conditions inducing rill deepening. The Reynolds number was the best hydraulic predictor for both processes. The formed rills were shallow and could easily be removed by tillage between crops. However, during rill development, large amounts of soil and contaminants could also be transferred.

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Este trabalho teve como objetivo avaliar o desempenho das funções densidade de probabilidade (fdp) Weibull 3 Parâmetros (3P) e Beta ajustadas pelo método da Máxima Verossimilhança para descrever a distribuição diamétrica de espécies arbóreas de um fragmento de Floresta Ombrófila Mista. A área de estudo faz parte da Floresta Nacional de Irati (FLONA), onde foram instaladas 25 parcelas permanentes (100 m x 100 m) com área total amostrada de 25 ha e, para os ajustes, foram utilizados dados de todas as árvores com diâmetro à altura do peito (DAP) superior ou igual a 10 cm. Os ajustes foram feitos para as 20 espécies com maior valor de importância (VI) com dados agrupados em classes de 5 cm de DAP. A programação não linear (PNL) foi utilizada com o objetivo de minimizar os desvios entre valores observados e estimados. Para avaliação dos ajustes, foram utilizados os testes de aderência de Kolmogorov-Smirnov e de Hollander-Proschan, além do Erro-Padrão de Estimativa (%) e Índice de Reynolds. Os resultados indicaram que as funções Weibull 3P e Beta apresentaram resultados satisfatórios, que ambas poderiam ser recomendadas para avaliar a distribuição diamétrica das espécies consideradas e que o uso da PNL nem sempre melhorou os ajustes.

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O objetivo deste artigo é apresentar um estudo envolvendo uma relação entre a perda de carga localizada em conexões de emissores em tubulações, com diferentes diâmetros, utilizados em irrigação localizada, com a geometria dos conectores de emissores "online", que permite a fácil quantificação dessas perdas de carga, uma vez conhecida a dimensão dos conectores. O experimento foi conduzido para Números de Reynolds no intervalo de fluxo turbulento, obtidos pela variação da vazão nos tubos a uma temperatura constante da água. Para os tubos considerados, os resultados da investigação indicaram que o fator de atrito da equação de Darcy-Weisbach pode ser estimado pela Equação de Blasius com os coeficientes b = 0,300 e m = 0,25 para a determinação da perda de carga nos tubos avaliados. As perdas de carga provocadas pelas conexões dos emissores nos tubos considerados aumentaram em até 62% em relação às observadas nos tubos sem emissor. Uma relação entre o coeficiente de carga cinética (K) e o índice de obstrução devido à conexão do emissor "online" (IO) no tubo é apresentada por uma relação algébrica do tipo potência, com coeficiente de ajuste de, aproximadamente, 96%.

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The objective of the present work is the experimental determination of pressure drop coefficients (loss coefficients) for elliptic and circular sections in one, two and three-row arrangements of plate fin and tube heat exchangers. The experiments permitted to correlate the dimensionless loss coefficient with the flow Reynolds number in the rectangular channel formed by the plate fins. The experimental technique consisted of the measurement of the longitudinal pressure distribution along the flow channel, for several values of air mass flow rate. The total number of data runs, each one characterized by the flow Reynolds number, was 216. The present geometry is used in compact heat exchangers for air conditioning systems, heaters, radiators, and others. Also, it is verified the influence of the utilization of elliptic tubes, instead of circular ones, in the pressure drop. The measurements were performed for Reynolds numbers ranging from 200 to 1900.

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The classical treatment of rough wall turbulent boundary layers consists in determining the effect the roughness has on the mean velocity profile. This effect is usually described in terms of the roughness function delta U+. The general implication is that different roughness geometries with the same delta U+ will have similar turbulence characteristics, at least at a sufficient distance from the roughness elements. Measurements over two different surface geometries (a mesh roughness and spanwise circular rods regularly spaced in the streamwise direction) with nominally the same delta U+ indicate significant differences in the Reynolds stresses, especially those involving the wall-normal velocity fluctuation, over the outer region. The differences are such that the Reynolds stress anisotropy is smaller over the mesh roughness than the rod roughness. The Reynolds stress anisotropy is largest for a smooth wall. The small-scale anisotropy and interniittency exhibit much smaller differences when the Taylor microscale Reynolds number and the Kolmogorov-normalized mean shear are nominally the same. There is nonetheless evidence that the small-scale structure over the three-dimensional mesh roughness conforms more closely with isotropy than that over the rod-roughened and smooth walls.

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Experiments were performed to determine average heat transfer coefficients and friction factors for turbulent flow through annular ducts with pin fins. The measurements were carried out by means of a double-pipe heat exchanger. The total number of pins attached to the inner wall of the annular region was 560. The working fluids were air, flowing in the annular channel, and water through the inner circular tube. The average heat transfer coefficients of the pinned air-side were obtained from the experimental determination of the overall heat transfer coefficients of the heat exchanger and from the knowledge of the average heat transfer coefficients of the circular pipe (water-side), which could be found in the pertinent literature. To attain fully developed conditions, the heat exchanger was built with additional lengths before and after the test section. The inner circular duct of the heat exchanger and the pin fins were made of brass. Due to the high thermal conductivity of the brass, the small tube thickness and water temperature variation, the surface of the internal tube was practically isothermal. The external tube was made of an industrial plastic which was insulated from the environment by means of a glass wool batt. In this manner, the outer surface of the annular channel can be considered adiabatic. The results are presented in dimensionless forms, in terms of average Nusselt numbers and friction factors as functions of the flow Reynolds number, ranging from 13,000 to 80,000. The pin fin efficiency, which depends on the heat transfer coefficient, is also determined as a function of dimensionless parameters. A comparison of the present results with those for smooth sections (without pins) is also presented. The purpose of such a comparison is to study the influence of the presence of the pins on the pressure drop and heat transfer rate.

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An experimental investigation is performed in a turbulent flow in a seven wire-wrapped rod bundle, mounted in an open air facility. Static pressure distributions are measured on central and peripheral rods. By using a Preston tube, the wall shear stress profiles are experimentally obtained along the perimeter of the rods. The geometric parameters of the test section are P/D=1.20 and H/D=15. The measuring section is located at L/D=40 from the air inlet. It is observed that the dimensionless static pressure and wall shear stress profiles are nearly independent of the Reynolds number and strongly dependent of the wire-spacer position, with abrupt variations of the parameters in the neighborhood of the wires.

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This work describes a lumped parameter mathematical model for the prediction of transients in an aerodynamic circuit of a transonic wind tunnel. Control actions to properly handle those perturbations are also assessed. The tunnel circuit technology is up to date and incorporates a novel feature: high-enthalpy air injection to extend the tunnel’s Reynolds number capability. The model solves the equations of continuity, energy and momentum and defines density, internal energy and mass flow as the basic parameters in the aerodynamic study as well as Mach number, stagnation pressure and stagnation temperature, all referred to test section conditions, as the main control variables. The tunnel circuit response to control actions and the stability of the flow are numerically investigated. Initially, for validation purposes, the code was applied to the AWT ("Altitude Wind Tunnel" of NASA-Lewis). In the sequel, the Brazilian transonic wind tunnel was investigated, with all the main control systems modeled, including injection.