843 resultados para Simulação de reservatório
Resumo:
The ankle sprains represent the most common injuries in sports and basketball. In this sense, the use of ankle bracing and strength capacity analysis of the ankle evertor and invertor muscles, have been suggested as preventive measures and important tools for identifying risk factors associated with ankle sprains. However, questions still persist as to effect of the use ankle bracing on biomechanical variables related to the stability of the ankle. For this reason, this study aims to analyze the effect of the use of ankle bracing on peak torque (PT) of ankle evertor and invertor muscles and on eccentric evertor/concentric invertor torque ratio (EVEECC/INVCON), during the basketball match-play simulation. Ten healthy college basketball players, without mechanics or functional ankle instability performed a laboratory-based protocol representative of work rates observed during basketball match-play, in two different situations, with and without use of ankle bracing. The test was composed of a succession of intermittent physical effort equally distributed in four periods of 10 minutes each, considering the mechanical and physiological demands of a basketball match-play. Prior to the start of the trial (Evaluation 1) and after 2° (Evaluation 2) and 4° (Evaluation 3) periods, the subjects performed five maximal isokinetic concentric and eccentric contractions of ankle invertor and evertor muscles, separated by two minutes rest, at 60 °/s and 120 °/s. After testing for normality of data distribution with the Shapiro-Wilk test, was used the ANOVA repeated measures for two factors and post-hoc Bonferroni test for comparison of variables between assessments. Was adopted p < 0.05. There was no significant difference for PT and EVEECC/INVCON torque ratio between assessments. There was a decrease in PT EVEECC at 60º/s and 120º/s for the ...(Complete abstract click electronic access below)
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O homem modifica o ambiente ao seu redor gerando alterações “nos elementos que se encontram em contato direto com suas atividades, como a cobertura vegetal, as formas do relevo e a rede hidrográfica” (CASSETI, 1994). Assim, destacam-se as áreas submetidas ao represamento, cujos reflexos incidem diretamente sobre as formas do relevo. Desta forma, a geomorfologia atua como uma ciência de análise das alterações ocorridas na rede de drenagem e nas feições geomorfológicas, e a cartografia geomorfológica antecipa-se como instrumento da geomorfologia. O objetivo principal da pesquisa foi identificar e analisar as alterações morfohidrográficas e morfométricas provocadas pela construção do reservatório de Barra Bonita no curso final do Rio Piracicaba. A orientação metodológica vincula-se à Teoria Geral dos Sistemas Aplicada à Geografia e à análise da dinâmica de sistemas morfohidrográficos. Para as técnicas, foram confeccionados mapas geomorfológicos e de uso e ocupação das terras dos anos de 1962 (ano anterior à construção da barragem) e 2007 (selecionado como ponto de partida para a análise das alterações morfohidrográficas). Em 1962 existiam barras de meandro, canais e meandros abandonados, terraços fluviais, diques marginais, lagos e lagos de meandros. Em 2007 estes são comprometidos devido à mudança de nível de base local, fato demonstrado pelo desaparecimento de meandros e canais abandonados nas planícies aluviais, fragmentação de terraços fluviais, mudança de foz pelos canais tributários do rio principal e surgimento de novas lagoas. Para o uso, no ano de 1962 existiam grandes áreas de vegetação de “campo úmido”, atrelado à feição geomorfológica “planície aluvial”, que se encontrou alagada no ano de 2007. Foram também calculados os índices de sinuosidade, densidade de meandramento, número de meandros, área... (Resumo completo, clicar acesso eletrônico abaixo)
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The present work intends to study some fluid dynamic and heat transfer aspects of a solar chimney, aiming at a preliminary design of a facility. Some definitions and concepts of this system are presented. The simulation was performed based on a theoretical model validated with measurements of a prototype in Manzanares, Spain. Using the same theoretical model and some considerations, dimensions on a small scale are applied, making the model more interesting from its constructive aspect. The results show the behavior of the air velocity inside the chimney and illustrate some values of two preselected turbines. This technology looks promising in Brazilian territory due to high levels of solar radiation
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The purpose of this work was the inlay’s characterization from the water supply networks of Rio Claro-SP city; as well analyze the influence of network’s aging in the actual system. To do this, some samples of inlays were collected and made chemistry analysis and X-Ray Diffraction Spectrometry. The history of the source water quality was also analyzed, to make possible to known the origins of the inlays. To evaluate the performance of the network, some different scenarios have been simulated, varying the resistance coefficient of the water supply networks of Rio Claro-SP. The characterization results showed that there are basically oxide and hydroxide of iron (magnetite and goethite) and quartz in the inlays, which are materials of high hardness. The hydraulic simulations indicated that the simulated scenarios had a variation of ~2000% in terms of loss of energy
Resumo:
No reservatório de Salto Grande (22º53’53’’S / 49º59’33’’W), Rio Paranapanema (SP/PR), é realizado um tipo de manejo (redução do nível de água) para redução da biomassa da macrófita submersa Egeria densa desde 2004. Estas plantas causam perdas econômicas para o programa de geração elétrica e infortúnio para a população local. O reservatório de Salto Grande possui lagoas marginais que apresentam elevada densidade dessas macrófitas e são tidas como ambientes de alta importância para o desenvolvimento, alimentação e reprodução de muitas assembléias, principalmente as de microcrustáceos zooplanctônicos. O objetivo deste trabalho foi analisar as mudanças na estrutura (composição, riqueza, abundância e diversidade) das assembléias de microcrustáceos zooplanctônicos (Cladocera e Copepoda) e suas relações com as alterações nas condições limnológicas decorrentes da variação de nível em duas lagoas marginais (Pedra Branca e Guaritá) em função do deplecionamento. Foram realizadas amostragens mensais de abril/2005 a julho/2006, além de coletas nictemerais durante o processo de deplecionamento (agosto/05) e um mês após o mesmo. Para a análise do zooplâncton foram amostrados 150 litros de água superficial em cada lagoa (região limnética). Simultaneamente, foram medidas as variáveis físicas e químicas da água: temperatura, pH, oxigênio dissolvido, condutividade elétrica, transparência, turbidez, material em suspensão (total, frações orgânica e inorgânica) e concentração de clorofila a. As variáveis limnológicas demonstraram um padrão de variação sazonal, além da influência do deplecionamento, principalmente sobre a temperatura e oxigênio dissolvido. O valor de riqueza encontrado para Cladocera foi elevado, totalizando 49 táxons. Os Copepoda foram analisados apenas até o nível de Ordem... (Resumo completo, clicar acesso eletrônico abaixo)
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A great competition between companies happens nowadays, due to, among other factors, the globalized economic system, the growing consumer demand and the technological advances. This fact implies the need for fast and efficient tools in decision making. A validated simulation model is able to perform this task. Thus, it was parameterized a simulation model of a fuel distribution terminal. It is a complex system because of its great variability. The model´s data input were collected, however the model was not statistically validated, in other word, does not adequately represent the real system. A search was made for the possible causes of this fact: dividing the compartments of tanker trucks, data collection may have been insufficient, inefficient model for unloading of biofuels
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This scientific research aimed at presenting a comparative analysis of softwares used to represent the processes of flood wave and debris flow. For this, a literature review was performed on these processes and on simulation models used to represent them. Then, a research on scientific database and developers’ websites was performed to identify the softwares used to simulate these processes. This step was performed based on specific criteria such as the type of simulation performed by the software, its practical applications and a user friendly interface. A free distribution and totally functional software was chosen and its simulation mechanisms were tested through a simulation exercise and the results interpreted based on data on measured in the Basin of Ribeirão Marins section Monjolinho located in Piracicaba - SP. With respect to the processes, it was sought to present the dynamics, constraints, parameters and variables used to understand them and for the simulation models were presented the conceptual aspects of mathematical modeling including the steps of the simulation process and the different types of simulation models used to represent them. In total, 20 softwares were identified, and the software object of analysis was the ABC 6 that performs simulation of flood wave. Through the simulation exercise, it was observed that were presented overestimated values of flow compared to measured data in the basin. For both hypotheses were raised about the causes of the discrepancy between the observed and simulated flow. It has been concluded that the simulation process consisted of a complex procedure where generalizations, misrepresentations and simplifications may occur due to the data used and the method adopted, but it is a useful tool in planning and decision making in various types of studies and environmental projects
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The project has as objective to adjust the model QUAL2K to “Ribeirão Claro” river to evaluate the behavior of OD and DBO when are simulated the following sceneries: (i) implantation of a hypothetic wastewater station treatment that treats all the effluent thrown nowadays in the body of water; (ii) increase of withdrawal flow of DAAE to public supply and (iii) increase of nowadays flow of wastewater throwing, being the two last caused for the population increasing. The results obtained allowed to conclude that the model QUAL2K presented a good adjustment to the variable OD and a reasonable adjustment to the variable DBO, being that the same was suitable to the simulation of the sceneries proposed.
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O estudo das analises microclimáticas foi desenvolvido no Laboratório de Biodiversidade e Restauração de Ecossistemas da Universidade Estadual de Londrina, Paraná, e foramselecionados cinco talhões de reflorestamento de diferentes idades ao longo do Reservatório de Capivara, Paraná. Em cada talhãoforam registrados dados de temperatura, umidade do ar e cobertura de dossel,nos meses de março e agosto, período de chuva (verão) e de seca (inverno), respectivamente.Os dados foram comparados em busca de uma relação entre cobertura de dossel e microclima nos talhões de diferentes idades e nas diferentes estações. As amostragens demonstram que há uma diferença significativa entre as estações considerando as variáveis estudadas e que as variações estruturais do reflorestamento e a arquitetura das diferentes espécies que a compõem resultam em variações na cobertura do dossel, que por sua vez implicam em variações microclimáticas importantes para o processo de regeneração
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This work analyzed the loss of sensible heat from one fluid to be considered homogeneous heat distribution on a thermal reservoir with cylindrical geometries composite insulating layers. We studied two thermal reservoirs with a volume of 20 liters, and the first has a layer thickness of 75 mm of expanding polyurethane foam wrapped in the polycarbonate container and the second container has only layer thickness of 5 mm of polycarbonate, as insulation of fluid of the external environment. The experimental results are compared with theoretical results obtained through a calculation script, displayed and detailed during the work development, from the theory of energy balance. The maximum error introduced between the theoretical and experimental results were 3.5% and 1.4% respectively for the Boilers with or without a polyurethane coating
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The Urucuia Aquifer System represents a strategic water source in western Bahia. Its baseflow is responsible for the flow rate of the main tributaries of São Francisco river left bank in the dry season, including the Rio Grande, its main tributary in Bahia state. This river has a hydrological regime heavily affected by groundwater and is located in a region with conflicts about water resources. The aquifers geology is constituted by neocretacious sandstones of Urucuia Group subdivided in Posse Formation and Serra das Araras Formation. The embasement is formed by neoproterozoic rocks of Bambuí Group. This work focuses on an important tool application, the mathematical model, whose function is represent approximately and suitably the reality so that can assist in different scenarios simulations and make predictions. Many studies developed in this basin provided the conceptual model basis including a full free aquifer, lithological and hydraulical homogeneity in entire basin, null flux at plateau borders and aquifer base. The finite element method is the numerical method used and FEFLOW the computational algorithm. The simulated area was discretized in a single layer with 27.357,6 km² (314.432 elements and 320.452 nodes) totaling a 4.249,89 km³ volume. Were utilized 21 observation wells from CERB to calibrate the model. The terrain topography was obtained by SRTM data and the impermeable base was generated by interpolation of descriptive profiles from wells and electric vertical drilling from previous studies. Works in this area obtained mean recharge rates varying approximately from 20% to 25% of average precipitation, thus the values of model recharge zones varying in this range. Were distributed 4 hydraulic conductivity zones: (K1) west zone with K=6x10-5 m/s; (K2) center-east zone with K=3x10-4 m/s; (K3) far east zone with K=5x10-4 m/s; e (K4) east-north zone with K=1x10-5 m/s. Thereby was incorporated to the final conceptual model...
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Hydrocarbon accumulations occur in marine carbonate reservoirs of Quissamã Formation (early to midlle Albian), southwest Campos Basin. We investigated Pampo, Bicudo and Bonito fields, in order to understand the tectono-structural framework of oncolite/bioclast coarse-grained calcarenite reservoir and the calcilutite-marl-shale sealing interval (Late Albian to Turonian). The database of eleven wells from those fields allowed to elaborate structural sections correlating the Macaé Group – both Quissamã reservoir and Outeiro seal, the latter corresponding to the tectonic deepening phase of basin evolution. Based on density and electric logs, it was prepared structural sections of the carbonate reservoirs with consequent identification of porous zones and oil-water contacts. An extensive 3-D seismic database (~300 Km2) allowed to map three reflectors which represent the limiting units of Macaé Group
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In uncertainly economic scenarios, an economic feasibility analysis must be done to accept a project based on investment criteria, such as NPV and IRR, mainly because the shareholders tend to invest their budget in a project if it has a great chance to return their investments. The studied company outsources all of its foundry services, what makes it very dependent of its suppliers, because the products have a lower quality level, long delivery periods and high prices. Therefore, this work will analyze the project of building an iron-casting foundry to decrease the dependence of its suppliers. In order to develop this research, all needed data related to the construction of the foundry and sales were collected to create deterministic and probabilistic (Monte Carlo Simulation) cash flows using MsExcel® and Oracle's Crystal Ball® software. As a result, the project was found to be risky by the NPV and IRR in the case of this new production line supplying only the internal needs. However, when the company offers its services to the foundry market, the project turns to be feasible
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In the current decade, inter modal transport is widely discussed. In Brazil road transport is used in excess whereas there could be more focus and investment towards water transport. Water transport presents many benefits like being low cost and low maintenance. Sea and river ports today aren't capable of supporting Brazil's transport needs. Therefore, with this obstacle, this paper consists of an attempt of modeling and simulation of the process of unloading grain cargo from trucks, through simulation with ProModel software, to verify the necessity of installing more tumblers at the cargo unloading station in Porto Murtinho, MS
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The purpose of this research was tested a finite element model (FEM) that represented the creep of a slab during the reheating process of hot rolling. The aim is to prevent creep phenomenon changing the reheating profile with hot tensile test in Gleeble 3500, and, also, understand the former defect crisis. The goal of this work is to have a predictive tool to optimize the reheating process changing parameters (length and thickness). Then, use input parameters obtained from the tests to approximate the solution of the problem aided by Abaqus CAE. The results have showed that the ferritic stainless steel AISI 409 has a lower sensitivity to creep comparing to the stainless steel AISI 409, AISI 430Ti, AISI 441 and AISI 444