Fontes renováveis de energia representam alternativas para a mitigação da mudança do clima global, no entanto, são mais suscetíveis a mudanças nas condições climáticas. O sistema elétrico brasileiro (SEB) possui a peculiaridade de ter maior parte de sua energia gerada a partir de fontes renováveis, principalmente usinas hidrelétricas. Por essa razão, constitui uma amostra representativa das dificuldades de operar uma matriz energética de base predominantemente renovável. A geração predominantemente hidrelétrica de energia permite operar com baixas emissões e baixos custos operacionais, nada obstante a forte dependência dessa envolve considerável risco hidrológico, principalmente em um contexto em que as restrições à armazenagem de energia em grandes barragens são maiores. Por conseguinte, a combinação de investimentos inadequados na capacidade de geração com escassez de chuvas pode, eventualmente, levar a situações nas quais a capacidade de oferta seja inferior à demanda e até mesmo a racionamentos (2001). É evidente que a capacidade de prever com precisão o índice de chuvas e, consequentemente, as vazões disponíveis para o próximo período caracteriza-se como uma importante ferramenta para a operação do setor elétrico brasileiro. Hoje, as previsões de vazões futuras são realizadas com base na observação de vazões passadas sem incorporar nas análises as variáveis que as determinam (por exemplo, variáveis climáticas). Entretanto, existem evidências de que a variabilidade das vazões na América do Sul é cadenciada pelos sistemas acoplados do tipo oceano-atmosférico, os chamados fenômenos de grande escala como é o caso do El Niño. No entanto as técnicas tradicionais de previsão até então não utilizam de forma sistêmica as informações climáticas. A metodologia aqui apresentada incorpora informações sobre o clima para tomada de decisões envolvendo recursos hídricos, sendo demonstrada sua aplicação para a região Sudeste do Brasil. Demonstra-se que o manuseamento de variáveis climáticas (mais particularmente aquelas vinculadas ao fenômeno do El Niño) permite calcular a previsão de vazões tão bem quanto os programas oficiais, tendo como vantagem acompanhar as mudanças climáticas eminentes. A metodologia proposta é formada pelas seguintes partes: Modelo SARIMAX; Levantamento de Dados; Análise Gráfica de Correlações; Análise de Séries Temporais; Análise de Gráfica de wavelets e Análise de correlação em Mapas georreferenciados. Esses procedimentos são necessários para visualizar-se com clareza o histórico embutido nas informações analisadas e uma melhor compreensão para a fase de modelagem com o método SARIMAX. Os resultados indicam que o modelo SARIMAX, com variáveis macroclimáticas, é melhor que o NEWAVE. / Renewable energy sources represent alternatives to the mitigation of global climate change, but they are more susceptible to changing on weather conditions. The Brazilian electricity system has the peculiarity that most of its energy is generated from renewable sources, mainly by hydroelectric plants. For this reason, it provides a representative sample of the difficulties for operating a predominantly renewable basis energy matrix. On one hand, the main hydroelectric generation allows low emissions and low operating costs; on the other hand, the heavy dependence on hydropower involves considerable hydrological risks, specially in an environment where restrictions on energy storage (large dams) are high. Thus, the combination of inadequate investment in generation capacity with low rainfall may, eventually, lead to situations in which the supply capacity is less than the demand, leading even rationing (2002). It is then clear that the ability to accurately predict the rainfall index and hence flow rates available for the next period is an important tool for the operation of the Brazilian electric sector (SEB). Presently, future flows forecasting are only based on observation of past flows without incorporating the analysis of the variables that determine such flows (e.g. climate variables). However, there are evidences that the variability of flows in South America is punctuated by coupled ocean-atmosphere type systems, the so-called large-scale phenomena such as El Niño. However, the traditional forecasting techniques still do not use climate information in a systematic way. The methodology presented here incorporates weather information for decision making in water resources, and demonstrates its applicability to the Southeastern region of Brazil. It is showed that the use of climatic variables (particularly those related to the El Niño phenomenon) predicts streamflow forecasting as well as the official programs do, with the advantage of following eminent climate change. The proposed methodology is formed of the following parts, not necessarily in this order: Model SARIMAX; Data Collection; Graphic analysis of correlations; Time Series Analysis; Wavelets Graphical analysis and Correlation analysis of geo-referenced maps. These procedures are necessary to clearly see the embedded historical information of the information analyzed and better understanding of the modeling stage with SARIMAX method. The results indicate that the SARIMAX model, with large scale variables, is better than the NEWAVE.

A metodologia LES (Large Eddy Simulation) é uma alternativa viável para a solução numérica de escoamentos de interesse prático em virtude da limitação computacional imposta pela resolução direta de todas as escalas presentes em escoamentos turbulentos. Entretanto, a compreensão detalhada do fenômeno da turbulência é ainda uma tarefa desafiadora em consequência do seu comportamento não linear e alta sensibilidade às condições iniciais e de contorno. Dessa forma, o sucesso de simulações LES está associado à utilização de um código computacional eficiente, com modelagem submalha que represente corretamente a dinâmica do escoamento, juntamente com a especificação de condições iniciais turbulentas fisicamente consistentes. Nesse contexto, o presente trabalho tem como objetivo o desenvolvimento de um código LES de alta ordem aliado a um método de geração de perturbações para o estudo de escoamentos turbulentos em camada limite sobre superfície plana. Foi adotada a formulação vorticidadevelocidade. A metodologia numérica baseia-se no método de diferenças finitas em malhas colocalizadas, onde as derivadas nas direções longitudinal e normal ao escoamento são aproximadas usando diferenças compactas de alta ordem. Esse estudo assume periodicidade na direção transversal do escoamento e então um método espectral é adotado nessa direção. A integração temporal é feita através do método Runge-Kutta de 4a ordem e a solução da equação de Poisson se dá por meio de um método multigrid. Para a modelagem submalha é adotado o modelo WALE (Wall-Adapting Local Eddy-viscosity). O método RFG (Random Flow Generation) foi responsável pela geração das flutuações de velocidade. Os resultados obtidos mostraram-se em boa concordância com os dados DNS (Direct Numerical Simulation) e LES presentes na literatura. / LES methodology is a viable alternative for the numerical solution of practical interest flows due to the computational limitations imposed by the direct resolution of all scales presented in turbulent flow. However, the detailed understanding of the turbulence phenomenon is still a challenging task as a result of its non-linear behavior and high sensitivity to initial and boundary conditions. Thus, the success of LES simulations is associated with the use of an efficient computational code, wherein the subgrid scale modeling accurately represents the flow dynamics, together with the specification of realistic inicial boundary conditions. In this context, this study aims to develop a high-order LES code combined with a method for generating velocity fluctuations to compute turbulent boundary layer flows over a flat plate. The vorticity-velocity formulation was adopted. The numerical scheme is based on the finite difference method in collocated grid, where the derivatives in the streamwise and wall-normal are approximated using high order compact finite difference schemes. We also assume periodicity in spanwise direction therefore it is adopted a spectral method in this direction. The method chosen for the temporal evolution is the 4th order Runge-Kutta method and the solution of Poisson equation solution is accessed via a multigrid algorithm. For subgrid modelling it is adopted the Wall-Adapting Local Eddy-viscosity (WALE) model. The RFG (Random Flow Generation) method was responsible for the generation of unsteady turbulent velocity signal. The results obtained were in good agreement with DNS (Direct Numerical Simulation) and LES from the literature.

<p>More and more print jobs are delivered from customer to printer digitally over the Internet. Although Internet-based job delivery can be highly efficient, companies in the graphic arts and printing industry often suffer unnecessary costs related to this type of inflow of print jobs to their production workflows. One of the reasons for this is the lack of a well-defined infrastructure for delivering print jobs digitally over the Internet. </p><p>This thesis presents INFLOW - a prototype for a print job delivery system for the graphic arts and printing industry. INFLOW is a web-based job delivery system that is hosted on an Internet-connected server by the organization receiving the print jobs. Focus has been on creating a system that is easy to use, highly customizable, secure, and easy to integrate with existing and future systems from third-party vendors. INFLOW has been implemented using open standards, such as XML and JDF (Job Definition Format). </p><p>The requirements for ease-of-use, high customizability and security are met by choosing a web-based architecture. The client side is implemented using standard web technologies such as HTML, CSS and JavaScript while the serverside is based on J2EE, Java Servlets and Java Server Pages (JSP). Using a web browser as a job delivery client provides a highly customizable user interface and built in support for encrypted file transfers using HTTPS (HTTP over SSL). </p><p>Process automation and easy integration with other print production systems is facilitated with CIP4’s JDF (Job Definition Format). INFLOW also supports"hot folder workflows"for integration with older preflight software and other hot folder-based software common in prepress workflows.</p>

Windward Passage, which separates the islands of Cuba and Hispaniola, has been recognized as an important inflow channel to the Caribbean Sea for nearly a century. Despite this fact, few direct measurements of the volume transport through the passage exist. In an effort to gain a more comprehensive understanding of the variability, structure, and mean transport associated with flow through Windward Passage, the University of Miami?s Rosenstiel School of Marine and Atmospheric Science (RSMAS) and the National Oceanic and Atmospheric Administration (NOAA)?s Atlantic Oceanographic and Meteorological Laboratory (AOML) conducted a targeted research study of the passage and surrounding region from October 2003 through February 2005. The project deployed a moored current meter array across the passage and conducted four regional hydrographic surveys. Velocity sections collected across Windward Passage during the four cruises from lowered and hull-mounted acoustic Doppler current profilers show a highly variable field dominated by small-scale eddy features and other areas of locally-intensified flow. However, when integrated horizontally across the passage, the resulting transport-per-unit-depth profiles reveal a remarkably robust vertical shear structure. A net inflow of surface and thermocline waters was observed over the four cruises. Beneath these layers, a persistent outflow of intermediate water was found, intensified along the east side of the passage. Deep inflow, just above the sill depth maximum (1680 m), was observed on cruise #1 and, based on data from the moored current meter record, was determined to be a regular flow feature. Together, project velocity sections and water mass analyses of Windward and surrounding passages suggest that Surface Water (SFC), Subtropical Underwater (SUW), and Central Water (CW) primarily arrive at Windward Passage from the east via the Hispaniola Basin. A majority of SFC and SUW enters the Cayman Basin through Windward Passage, while the arriving CW bifurcates, with slightly more than half bypassing the passage and continuing westward north of Cuba. An intermediate water outflow pathway from the Cayman to the Hispaniola Basin via Windward Passage was also observed. Much of this outflow possessed a salinity signature characteristic of upstream inflow regions immediately to the east and south of the Lesser Antilles. Total Windward Passage transport, calculated from the four ship surveys, was found to be an inflow of 3.0 ±2.8 Sverdrups (1 Sv ≡ 10^6 m^3 s^-1). Data from the 16-month moored current meter array yielded a larger mean inflow of 5.0 ±1.6 Sv. These numbers are lower than previous estimates based on regional passage transport differences, and suggest that more transport may be entering the Florida Current system through passages in the Bahamas (the Northwest Providence and Old Bahama Channels) than previously thought, with proportionately less flow entering the system through the Caribbean Sea.

It is well known that most fluid flows observed in nature or encountered in engineering applications are turbulent and involve separation. Fluid flows in turbines, diffusers and channels with sudden expansions are among the widely observed areas where separation substantially alters the flow field and gives rise to complex flow dynamics. Such types of flows are referred to as internal flows since they are confined within solid surfaces and predominantly involve the generation or utilization of mechanical power. However, there is also a vast variety of engineering applications where the fluid flows past solid structures, such as the flow of air around an airplane or that of water around a submarine. These are called external flows and as in the former case the downstream evolution of the flow field is crucially influenced by separation. The present doctoral thesis addresses both internal and external separated flows by means of direct numerical simulations of the incompressible Navier-Stokes equations. For internal flows, the wall-driven flow in a onesided expansion channel and the pressure-driven flow in a plane channel with a single thin-plate obstruction have been studied in the fully developed turbulent state. Since such geometrical configurations involve spatially developing turbulent flows, proper inflow conditions are to be employed in order to provide a realistic fully turbulent flow at the input. For this purpose, a newly developed technique has been used in order to mimic an infinitely long channel section upstream of the expansion and the obstruction, respectively. With this approach, we are able to gather accurate mean flow and turbulence statistics throughout each flow domain and to explore in detail the instantaneous flow topology in the separated shear layers, recirculation regions as well as the recovery zones. For external flows, on the other hand, the flow past a prolate spheroid has been studied. Here, a wide range of Reynolds numbers is taken into consideration. Based on the characteristics of the vortical structures in the wake, the flow past a prolate spheroid is classified as laminar (steady or unsteady), transitional or turbulent. In each flow regime, the characteristic features of the flow are investigated by means of detailed frequency analysis, instantaneous vortex topology and three-dimensional flow visualizations.

In this work the model ASAM is enriched with new eddy viscosity based dynamic Smagorinsky subgrid-scale models. Therefore the model is more physically based to study atmospheric flow configurations at several atmospheric scales with main focus to urban scale flow with building-resolved resolution. The implemented dynamic procedures work well and showed good agreement to literature data. In a convective atmospheric boundary layer (ABL) the dynamic Smagorinsky coefficient reaches maximum values of 0.15 and decreases towards the surface or in stable stratified flow regimes. Vertical profiles of the Smagorinsky coefficient in a diurnal cycle of ABL depict typical behaviour of the dynamic Smagorinsky coefficient in near surface flow, free-stream, or stable stratified flow. Furthermore a modified inflow generation approach is proposed to produce fully turbulent flow fields. To modify a mean flow turbulent fluctuations are generated by superposition of sinusoidal and cosinesoidal modes. Due to the implementation of this inflow method the model ASAM has the ability to reproduce a given wind field with information from its mean wind speed and their fluctuation energy spectrum. The model configuration developed in this work is able to reproduce flow structure in a complex urban geometry. The Mock Urban Setting Test (MUST) experiment represent an urban roughness geometry by placing 120 shipping containers ordinary arranged in an array. The used building-resolved resolution is able to capture dynamic flow structures like specific wake flow, recirculation regions or eddy detachment. The dynamic fluctuating behaviour of the wind velocity components is reproduced by the model with regard to peak magnitudes and their temporal occurrence. Satisfying agreement is found between tracer gas dispersion field measurements and the model results by capturing the fluctuating concentration magnitude and in some extend the mean values.

The discharge from Lake Mälaren is regulated to keep the lake water level within limits set by a water decree. Despite this, in the year 2000 the lake water level rose above the upper limit. Studies conducted at the climate modeling unit Rossby Centre at the Swedish Meteorological and Hydrological Institute (SMHI) indicate that the inflow to the lake may increase in the future. A flood in the area will, among other things, strike infrastructure and residential districts. The aim of this study was to investigate the water levels of Lake Mälaren in future climates. In addition to this possible future expansion of the lake discharge though the sluice gates in order to keep water levels below limits set by the water decree and to prevent flooding of the shoreline were discussed. This was done by examining past lake and sea water level data and by using a discharge model to simulate future lake water levels resulting from high future inflow. The study was commissioned by SMHI. High lake water levels were reproduced fairly well by the discharge model, whereas it was more difficult to draw any coclusions concerning low lake water levels. The examination of data on past lake water levels demonstrated that the regulation of the lake discharge caused a reduction of the highest lake water levels, but above all an increase of low lake water levels. Data on past sea levels in the Baltic Sea showed high values during wintertime. In combination with future high inflow to Lake Mälaren during this season, this indicates that the greatest future flood risk may prevail during wintertime. The conclusion from the simulated future lake water levels was that the lake discharge needs to be expanded to prevent flood in the area. In all scenarios examined in this study, the lake water level will not rise above the upper limit set by the water decree if the discharge is increased to 1 370 m3/s, which almost corresponds to a doubling of the existing discharge of 710 m3/s. / Mälarens utlopp är reglerat för att kunna hålla vattenståndet inom acceptabla gränser. Trots regleringen översteg vattenståndet under vintern 2000/01 den högsta föreskrivna nivån i regleringsbestämmelserna. Studier som bedrivs på klimatforskningsavdelningen Rossby Centre på SMHI pekar på att det framtida inflödet till Mälaren kan komma att bli högre än vad det är idag, något som skulle innebära ännu högre vattennivåer i Mälaren. En omfattande översvämning av Mälarens stränder går bland annat ut över infrastruktur och bostäder. Problemet idag är att avbördningen genom sjöns utskov är för liten för att förhindra att översvämning uppstår. Att försöka skydda Stockholm mot vattnet med hjälp av skyddsmurar och invallning skulle bli alltför kostsamt. Ett bättre alternativ är istället att öka avtappningskapaciteten genom slussarna. Syftet med det här arbetet var att undersöka hur vattennivån i Mälaren kan komma att bli i ett framtida förändrat klimat. I samband med detta gavs ett underlag för diskussioner om kommande utbyggnader av Mälarens utlopp för att kunna hålla vattennivån under vattendomens högsta föreskrivna nivå även vid ett högre framtida inflöde. Detta uppnåddes genom att genomföra analyser med historiska vattenståndsdata och genom att använda en beräkningsmodell för avtappning, Mälarmodellen, för simulering av ett antal framtida inflödessituationer. Arbetet har genomförts på uppdrag av SMHI. Avtappningsmodellen återskapade de höga vattenstånden förhållandevis väl, medan det var svårare att bedöma hur precist den beräknade de allra lägsta vattennivåerna. Ett viktigt resultat från analysen med historiska data var att införandet av regleringen av Mälarens utlopp bidrog till att sänka de höga vattenstånden, men framförallt till att höja de låga. Ett annat resultat från studierna av historiska data var att vattenståndet i Östersjön antar högst nivåer under vintern. Detta i kombination med ett framtida högre inflöde till Mälaren under denna årstid indikerar att störst risk för översvämning kan komma att föreligga under vintern. För att säkert kunna hålla Mälarens vattennivå inom acceptabla gränser måste sjöns utlopp byggas ut. I alla scenarier som har undersökts i det här arbetet kan vattennivån hållas under den högsta föreskrivna nivån om avbördningen utökas till 1 370 m3/s. Det krävs alltså nästan en fördubbling av dagens avbördningskapacitet på 710 m3/s.

Orientador: Secundino Soares Filho / Tese (doutorado) - Universidade Estadual de Campinas, Faculdade de Engenharia Eletrica e de Computação / Made available in DSpace on 2018-08-15T02:32:47Z (GMT). No. of bitstreams: 1 Zambelli_MonicadeSouza_D.pdf: 4122152 bytes, checksum: 3256b0546520645ef065b43111b44374 (MD5) Previous issue date: 2009 / Resumo: O planejamento da operação energética do Sistema Interligado Nacional (SIN) é uma tarefa complexa realizada por meio de uma cadeia de modelos de médio, curto e curtíssimo prazo acoplados entre si, cada um com considerações pertinentes à etapa que aborda. A proposta deste trabalho é apresentar uma alternativa para o planejamento da operação energética de médio prazo. Foi desenvolvida uma metodologia baseada em modelo de controle preditivo, abordando os aspectos estocásticos do problema de forma implícita pela utilização de valores esperados das vazões, e fazendo uso de um modelo determinístico de otimização a usinas individualizadas, que possibilita uma representação mais precisa do sistema hidrotérmico. A análise de desempenho é feita através de simulações da operação, considerando os parques hidrelétrico e termelétrico que compõem o SIN, com restrições operativas reais, em configuração dinâmica, com plano de expansão e a possibilidade de intercâmbio e importação de mercados vizinhos. Os resultados são comparados aos fornecidos pela metodologia em vigor no setor elétrico brasileiro, notadamente o modelo NEWAVE, que determina as decisões de geração por subsistema, e o modelo Suishi-O, que as desagrega por usinas individualizadas / Abstract: The long term hydrothermal scheduling of the Brazilian Integrated System (SIN) is a complex task solved by a chain of long, medium and short term coupled models, each one with considerations pertinent to the stage of operation that it deals with. The proposal of this work is to present an alternative for the long term hydrothermal scheduling. A methodology based on model predictive control was developed, implicitly handling stochastic aspects of the problem by the use of inflows expected values, and making use of a deterministic optimization model to obtain the optimal dispatch for individualized plants, what makes possible a more accurate representation of the hydrothermal system. The performance analysis is made through simulations of the operation, taking into consideration all the hydro and thermal plants that compose the SIN, with real operative constraints, in dynamic configuration, with its expansion plan and the possibility of interchange and importation from neighboring markets. The results are compared with those provided by the approach actually in use by the Brazilian electric sector, specifically the NEWAVE model, which defines the generation decisions for the subsystems, and the Suishi-O model, that disaggregates them for the individualized plants / Doutorado / Energia Eletrica / Doutor em Engenharia Elétrica

More and more print jobs are delivered from customer to printer digitally over the Internet. Although Internet-based job delivery can be highly efficient, companies in the graphic arts and printing industry often suffer unnecessary costs related to this type of inflow of print jobs to their production workflows. One of the reasons for this is the lack of a well-defined infrastructure for delivering print jobs digitally over the Internet. This thesis presents INFLOW - a prototype for a print job delivery system for the graphic arts and printing industry. INFLOW is a web-based job delivery system that is hosted on an Internet-connected server by the organization receiving the print jobs. Focus has been on creating a system that is easy to use, highly customizable, secure, and easy to integrate with existing and future systems from third-party vendors. INFLOW has been implemented using open standards, such as XML and JDF (Job Definition Format). The requirements for ease-of-use, high customizability and security are met by choosing a web-based architecture. The client side is implemented using standard web technologies such as HTML, CSS and JavaScript while the serverside is based on J2EE, Java Servlets and Java Server Pages (JSP). Using a web browser as a job delivery client provides a highly customizable user interface and built in support for encrypted file transfers using HTTPS (HTTP over SSL). Process automation and easy integration with other print production systems is facilitated with CIP4’s JDF (Job Definition Format). INFLOW also supports"hot folder workflows"for integration with older preflight software and other hot folder-based software common in prepress workflows.

La simulation des grandes échelles (SGE ou LES pour large eddy simulation) commence à être très utilisée dans l’industrie. Par résolution directe des structures turbulents de grande tailles, le calcul LES est capable de calculer le bruit générée par la voilure ou de prédire avec précision le décollement de coin dans une configuration très simplifiée du compresseur. L’un des problèmes les plus importants pour effectuer un calcul LES est de fournir des conditions d’entrée avec des champs turbulents.Pour une approche hybride RANS/LES (RANS pour Reynolds Averaged Navier-Stokes), les conditions d’entrée turbulentes pour un calcul LES sont générées à l’aide des solutions fournies par le calcul RANS en amont. Il existe plusieurs méthodes pour générer les conditions d’entrée pour LES. Elles peuvent principalement être classées en deux catégories : 1) simulation avec pré-calcul ; 2) la méthode de turbulence synthétique. La simulation avec pré-calcul consiste à effectuer un calcul LES indépendant pour générer un champ turbulent comme conditions d’entrée pour alimenter le calcul principal. Cette méthode peut obtenir des turbulences de haute qualité, mais elle augmente considérablement le temps de calcul et le stockage des données. Le champ turbulent généré par la méthode de turbulence synthétique exige une « distance de adaptation », pendante laquelle le champ turbulent devient pleinement développé. L’objectif principal pour améliorer ce genre de méthodes est donc de diminuer cette distance nécessaire.Dans cette thèse, la méthode de vortex, qui est une approche de turbulence synthétique, est présentée et améliorée. A travers des expériences numériques, les paramètres de la méthode de vortex améliorée sont systématiquement optimisés. L’application à l’écoulement en canal plan et à couche limite en plaque plane, montrent que la méthode de vortex améliorée génère de manière efficace pour fournir des conditions d’entrée pour LES. Dans le cas de l’écoulement en canal plan, la distance d’adaptation nécessaire pour le rétablissement de la turbulence est d’environ 6 fois la demi-hauteur du canal. Pour le cas de l’écoulement en plaque plane, cette distance est environ 21 fois l’épaisseur de la couche limite. Enfin, dans le but de qualifier la turbulence obtenue par des calculs LES, nous utilisons les coefficients de dissymétrie des dérivées des fluctuations de vitesse, et, nous les introduisons comme un nouveau critère pour la qualité de LES. / Large eddy simulation is becoming an important numerical tool in industry recently. Resolving large scale turbulent motions directly, LES is capable to compute the aeroacoustic noise generated by the airfoil or to precisely capture the corner separation in a linear compressor cascade. The main challenge to perform a LES calculation is to prescribe a realistic unsteady inflow field. For hybrid RANS/LES approaches, inflow conditions for downstream LES region must be generated from the upstream RANS solutions. There exist several methods to generate inflow conditions for LES. They can mainly be divided into two categories: 1) Precursor simulation; 2) Synthetic turbulence methods. Precursor simulation requires to run a separate calculation to generate a turbulent ow or a database to feed the main computation. This kind of methods can generate high quality turbulence. However, it requires heavy extra computing load. Synthetic turbulence methods consist in generating a fluctuating velocity field, and within a short “adaptation distance”, the field get fully developed. So main goal of synthetic turbulence methods is to decrease the required adaptation distance. The vortex method which is a synthetic turbulence method is presented and improved here. Parameters of the improved vortex method are optimized systematically with a series of calculations in this thesis. Applications on channel and flat-plate flows show that the improved vortex method is effective in generating the LES inflow conditions. The adaptation distance required for turbulence recovery is about 6 times the half channel height for channel flow, and 21 times the boundary-layer thickness (at the inlet of vortex) for at-plate ow. The velocity-derivative skewness is used to qualify the generated turbulence, and is introduced as a new criterion of LES calculation.