Made available in DSpace on 2014-07-29T15:22:59Z (GMT). No. of bitstreams: 1 Giselle - Dissertacao FINAL.pdf: 462400 bytes, checksum: d49d65a0e8eee6016f109e6efdb53aa9 (MD5) Previous issue date: 2010-04-30 / The processing of mineral water is characterized by a system composed of step sequences, input variables, parameters and output variables. Thus, this work was conducted with the objective of implementing a computer model to simulate the steps that comprise the operational flowchart of a mineral water industry, using the software Stella 8.0. The model defined as dynamic, stochastic and discrete consisted of eleven interconnected blocks. It was built following the steps of characterizing the real system, creating the conceptual model, structuring and verification of computational model, data collection, and model validation. From data collected in the real system we obtained fits of the distributions used in assembling and verifying the model with the help of the @ risk 5.5 program. Validation of the program was conducted by comparing the data (number of bottles to be processed and total processing time) of the real system with simulated data, using regression analysis and the program Statistic 6.0 (Statsoft). The values collected in the real system were within the upper and lower limits on the graph obtained by regression analysis, with a confidence level of 95%, ensuring that the computer model adequately represents the real system. Fails in the process were identified by analyzing of collected values needed more processing time than the simulated values, for the same amount of bottles. However, the computational model developed is appliable to simulate the dynamics of processing lines of Mineral Water, being a tool of production control, which allows the visualization of the behavior of the real system, facilitates the identification of errors, improve production flow, and reduces manufacturing costs by controlling the total processing time. / O processamento de água mineral é caracterizado por um sistema composto por etapas seqüenciais, variáveis de entrada, parâmetros e variáveis de saída. Deste modo, este trabalho foi conduzido com o objetivo de implementar um modelo computacional para simular as etapas que integram o fluxograma operacional de uma indústria de água mineral, através do software Stella 8.0. O modelo definido como dinâmico, estocástico e discreto constituiu-se de onze blocos interligados. O mesmo foi construído seguindo as etapas de caracterização do sistema real; criação do modelo conceitual; estruturação e verificação do modelo computacional; obtenção de dados; e validação do modelo. Partindo dos dados coletados no sistema real obteve-se os ajustes das distribuições utilizadas na montagem e verificação do modelo, com o auxílio do programa @risk 5.5. A validação do programa foi efetuada através da comparação dos dados (quantidade de galões a serem processados e tempo total de processamento) do sistema real com os dados simulados, por meio da análise de regressão e do programa Statistica 6.0 (statsoft). Os valores coletados no sistema real apresentaram-se dentro dos limites superior e inferior no gráfico obtido pela análise de regressão, com nível de confiança de 95%, garantindo que o modelo computacional representa de forma adequada o sistema real. Falhas no processo foram identificadas analisando que alguns valores coletados para a mesma quantidade de galões, necessitaram de maior tempo de processamento do que os valores simulados. Contudo, o modelo computacional desenvolvido é aplicável para simular a dinâmica operacional de linhas processadoras de Água Mineral, por ser uma ferramenta de controle da produção, que permite a visualização do comportamento do sistema real, facilita a identificação de erros, melhora o fluxo produtivo e reduz custos industriais por controlar o tempo total de processamento.

Construction of structural computational model of the tank with fluid using program package ANSYS based on the Finite Element Method. Solve eigen-vibration of the tank with or without effects of fluid. Application of Euler and Lagrange method for modeling fluid. Solve seismic response using response spectra. Verify of the tank in accordance to EC 3 and EC8.

This work thoroughly analyzes a previously created computational model for predicting characteristic properties of the combustion process in an experimental combustion chamber. Any found shortcomings of the original model are removed and the model is further improved prior to its application on 11 real cases of combustion tests performed at various conditions and with various fuels. Data provided by the model are confronted with the data obtained during the combustion tests and the model accuracy is evaluated, based on local heat flux along the length of the combustion chamber. Finally, the overall usefulness of the model is determined by the means of evaluating the acquired accuracy values, and further possibilities of model improvement and use are presented.

The master thesis deals with measures to reduce energy performance of grocery store building. Model of the grocery store is evaluated according to a recommended energy values specified by Czech standards and according to the real values of the actual consumption. These values are compared. Final building analysis for a proposal measures to reduce energy consumption is based on the invoices of the real consumption and on the experimental assignments. Experimental measurements are the Blower door test of the tightness of the building envelope, the measures with the thermovision camera and the measuring of the illumination intensity. The most efficient proposal is extended to the whole model network of the food shops in the Czech Republic.

In this diploma thesis „Static solution of hospital completion in Pisek“ I study statical solution of one new building of hospital. Statical solution includes the design and dimensioning of reinforced concrete floor structures and peripheral beams. The floor structure consists of point supported reinforced concrete slab. The floor slab is supported by columns and walls. The aim of the project is to desing and evaluate the ultimate limit state of reinforced concrete slab and beams. Also was created 3D computational model to analysis the construction, model was created in software Scia Engineer. To verify the resulting values of internal forces was used to the method of replacement frames. The thesis includes an analysis of internal forces in the structure, while based on different types of soil. Individual values are compared. Finally was made drawings of solved part of the building.

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