A drenagem ácida de mina (DAM) gerada no processo de mineração de carvão, na presença de minerais sulfetados, tem provocado danos ambientais significativos no ecossistema de sua abrangência. Tecnologia de tratamento ativo baseada em processos de Neutralização, Precipitação e Sedimentação tem sido empregada para atenuar a carga de poluentes no efluente, antes do seu descarte em corpos receptores. A mesma, apesar da sua eficiência vem se mostrando bastante onerosa quando aplicada durante um longo período, devido aos custos com insumos, manutenção, potencial humano e energia. Nos últimos anos, vem sendo desenvolvidos sistemas que socorrem-se da ocorrência natural de processos químicos, biológicos e físicos para purificar água de mina contaminada. Estes são designados sistemas passivos, cuja implantação e funcionamento tem se mostrado menos onerosa em relação ao sistema ativo. Capão da Roça, situado no município de Charqueadas é uma das regiões do Brasil onde ocorre contaminação de solos e rios pela DAM gerada a partir de um depósito de rejeitos. Aplicando o fluxograma recomendado por diversos autores para a seleção do sistema passivo, tomando em conta as características do efluente achou-se viável instalar um canal aberto de calcário para o tratamento da DAM do Capão da Roça em virtude de a mesma apresentar acidez maior que a alcalinidade, oxigênio dissolvido maior que 5mg/l, Fe+3 maior que 25% em relação ao Fe2+. A quantidade de efluente e a declividade do terreno da área estudada permite que se opere com vazão maior que 12m3/h no sistema passivo. De acordo com a acidez do efluente foi determinado o tempo de detenção de 1hora para o tratamento da DAM no sistema. A partir de estudos similares sobre o uso de calcário em sistemas passivos, encontrou-se a massa de 338,6 toneladas para o empreendimento funcionar em 10 anos, considerando uma dissolução de calcário de 100%, num canal com 10% de declividade, 1m de profundidade e 2, 5 metros de largura para tamponar uma solução de DAM com vazão de 1000 L.min-1 num canal de 47metros de cumprimento. De acordo com cálculos baseados num modelo empírico, ficou demonstrado que o diâmetro e área de superfície do calcário poderão diminuir ao longo do tempo, considerado a sua dissolução. / Acid mine drainage (AMD) generated in the coal mining process in the presence of sulfide minerals, have been causing significant environmental damages to the ecosystem of its coverage. Active treatment technology based on neutralization, precipitation and sedimentation processes, has been used to alleviate the load of pollutants in the effluent prior to discharges into receiving bodies. Despite their efficiency has proved quite costly when applied over a long period due to input costs, maintenance, manpower and energy. In recent years project defined 'passive treatment' has been developed as the improvement of water quality using only naturally occurring chemical, biological and physical processes, hence, the deployment and operation have been less costly compared to the active systems. Capão da Roça, located in the municipality of Charqueadas is one of the regions of Brazil where occurs contamination of soils and rivers by AMD generated from a waste dump. Using the flowchart recommended by several authors for selecting the passive system, taking into account the wastewater characteristics, was found to be feasible to install an open limestone channel for the treatment of AMD because it has higher acidity than alkalinity, dissolved oxygen greater than 5mg / l, Fe3+ greater than 25 % in relation to Fe2+. The amount of effluent and the slope of the study area terrain allows to operate with a flow rate greater than 12m3/ h in the passive system. According to the acidity of the effluent was determined retention time of 1 hour for the treatment of the AMD system. From similar studies on the use of limestone in passive systems, was found the mass of 338.6 tons for the enterprise operating over 10 years, assuming a 100% limestone dissolution channel with a 10% slope, 1 meter deep and 2,5 meters wide to buffer an AMD solution with a flow rate of 1000 L.min-1 in channel with 47 meters of length. According to the calculations based on empirical model, it was shown that the diameter and the surface area of limestone may decline over time, considering its dissolution.

A drenagem ácida de mina (DAM) gerada no processo de mineração de carvão, na presença de minerais sulfetados, tem provocado danos ambientais significativos no ecossistema de sua abrangência. Tecnologia de tratamento ativo baseada em processos de Neutralização, Precipitação e Sedimentação tem sido empregada para atenuar a carga de poluentes no efluente, antes do seu descarte em corpos receptores. A mesma, apesar da sua eficiência vem se mostrando bastante onerosa quando aplicada durante um longo período, devido aos custos com insumos, manutenção, potencial humano e energia. Nos últimos anos, vem sendo desenvolvidos sistemas que socorrem-se da ocorrência natural de processos químicos, biológicos e físicos para purificar água de mina contaminada. Estes são designados sistemas passivos, cuja implantação e funcionamento tem se mostrado menos onerosa em relação ao sistema ativo. Capão da Roça, situado no município de Charqueadas é uma das regiões do Brasil onde ocorre contaminação de solos e rios pela DAM gerada a partir de um depósito de rejeitos. Aplicando o fluxograma recomendado por diversos autores para a seleção do sistema passivo, tomando em conta as características do efluente achou-se viável instalar um canal aberto de calcário para o tratamento da DAM do Capão da Roça em virtude de a mesma apresentar acidez maior que a alcalinidade, oxigênio dissolvido maior que 5mg/l, Fe+3 maior que 25% em relação ao Fe2+. A quantidade de efluente e a declividade do terreno da área estudada permite que se opere com vazão maior que 12m3/h no sistema passivo. De acordo com a acidez do efluente foi determinado o tempo de detenção de 1hora para o tratamento da DAM no sistema. A partir de estudos similares sobre o uso de calcário em sistemas passivos, encontrou-se a massa de 338,6 toneladas para o empreendimento funcionar em 10 anos, considerando uma dissolução de calcário de 100%, num canal com 10% de declividade, 1m de profundidade e 2, 5 metros de largura para tamponar uma solução de DAM com vazão de 1000 L.min-1 num canal de 47metros de cumprimento. De acordo com cálculos baseados num modelo empírico, ficou demonstrado que o diâmetro e área de superfície do calcário poderão diminuir ao longo do tempo, considerado a sua dissolução. / Acid mine drainage (AMD) generated in the coal mining process in the presence of sulfide minerals, have been causing significant environmental damages to the ecosystem of its coverage. Active treatment technology based on neutralization, precipitation and sedimentation processes, has been used to alleviate the load of pollutants in the effluent prior to discharges into receiving bodies. Despite their efficiency has proved quite costly when applied over a long period due to input costs, maintenance, manpower and energy. In recent years project defined 'passive treatment' has been developed as the improvement of water quality using only naturally occurring chemical, biological and physical processes, hence, the deployment and operation have been less costly compared to the active systems. Capão da Roça, located in the municipality of Charqueadas is one of the regions of Brazil where occurs contamination of soils and rivers by AMD generated from a waste dump. Using the flowchart recommended by several authors for selecting the passive system, taking into account the wastewater characteristics, was found to be feasible to install an open limestone channel for the treatment of AMD because it has higher acidity than alkalinity, dissolved oxygen greater than 5mg / l, Fe3+ greater than 25 % in relation to Fe2+. The amount of effluent and the slope of the study area terrain allows to operate with a flow rate greater than 12m3/ h in the passive system. According to the acidity of the effluent was determined retention time of 1 hour for the treatment of the AMD system. From similar studies on the use of limestone in passive systems, was found the mass of 338.6 tons for the enterprise operating over 10 years, assuming a 100% limestone dissolution channel with a 10% slope, 1 meter deep and 2,5 meters wide to buffer an AMD solution with a flow rate of 1000 L.min-1 in channel with 47 meters of length. According to the calculations based on empirical model, it was shown that the diameter and the surface area of limestone may decline over time, considering its dissolution.

A drenagem ácida de mina (DAM) gerada no processo de mineração de carvão, na presença de minerais sulfetados, tem provocado danos ambientais significativos no ecossistema de sua abrangência. Tecnologia de tratamento ativo baseada em processos de Neutralização, Precipitação e Sedimentação tem sido empregada para atenuar a carga de poluentes no efluente, antes do seu descarte em corpos receptores. A mesma, apesar da sua eficiência vem se mostrando bastante onerosa quando aplicada durante um longo período, devido aos custos com insumos, manutenção, potencial humano e energia. Nos últimos anos, vem sendo desenvolvidos sistemas que socorrem-se da ocorrência natural de processos químicos, biológicos e físicos para purificar água de mina contaminada. Estes são designados sistemas passivos, cuja implantação e funcionamento tem se mostrado menos onerosa em relação ao sistema ativo. Capão da Roça, situado no município de Charqueadas é uma das regiões do Brasil onde ocorre contaminação de solos e rios pela DAM gerada a partir de um depósito de rejeitos. Aplicando o fluxograma recomendado por diversos autores para a seleção do sistema passivo, tomando em conta as características do efluente achou-se viável instalar um canal aberto de calcário para o tratamento da DAM do Capão da Roça em virtude de a mesma apresentar acidez maior que a alcalinidade, oxigênio dissolvido maior que 5mg/l, Fe+3 maior que 25% em relação ao Fe2+. A quantidade de efluente e a declividade do terreno da área estudada permite que se opere com vazão maior que 12m3/h no sistema passivo. De acordo com a acidez do efluente foi determinado o tempo de detenção de 1hora para o tratamento da DAM no sistema. A partir de estudos similares sobre o uso de calcário em sistemas passivos, encontrou-se a massa de 338,6 toneladas para o empreendimento funcionar em 10 anos, considerando uma dissolução de calcário de 100%, num canal com 10% de declividade, 1m de profundidade e 2, 5 metros de largura para tamponar uma solução de DAM com vazão de 1000 L.min-1 num canal de 47metros de cumprimento. De acordo com cálculos baseados num modelo empírico, ficou demonstrado que o diâmetro e área de superfície do calcário poderão diminuir ao longo do tempo, considerado a sua dissolução. / Acid mine drainage (AMD) generated in the coal mining process in the presence of sulfide minerals, have been causing significant environmental damages to the ecosystem of its coverage. Active treatment technology based on neutralization, precipitation and sedimentation processes, has been used to alleviate the load of pollutants in the effluent prior to discharges into receiving bodies. Despite their efficiency has proved quite costly when applied over a long period due to input costs, maintenance, manpower and energy. In recent years project defined 'passive treatment' has been developed as the improvement of water quality using only naturally occurring chemical, biological and physical processes, hence, the deployment and operation have been less costly compared to the active systems. Capão da Roça, located in the municipality of Charqueadas is one of the regions of Brazil where occurs contamination of soils and rivers by AMD generated from a waste dump. Using the flowchart recommended by several authors for selecting the passive system, taking into account the wastewater characteristics, was found to be feasible to install an open limestone channel for the treatment of AMD because it has higher acidity than alkalinity, dissolved oxygen greater than 5mg / l, Fe3+ greater than 25 % in relation to Fe2+. The amount of effluent and the slope of the study area terrain allows to operate with a flow rate greater than 12m3/ h in the passive system. According to the acidity of the effluent was determined retention time of 1 hour for the treatment of the AMD system. From similar studies on the use of limestone in passive systems, was found the mass of 338.6 tons for the enterprise operating over 10 years, assuming a 100% limestone dissolution channel with a 10% slope, 1 meter deep and 2,5 meters wide to buffer an AMD solution with a flow rate of 1000 L.min-1 in channel with 47 meters of length. According to the calculations based on empirical model, it was shown that the diameter and the surface area of limestone may decline over time, considering its dissolution.

Thesis (MEng) -- Stellenbosch University, 2014. / ENGLISH ABSTRACT: A passive night-sky radiation cooling system consists of a radiation panel and a cold water storage tank. The stored cold water may be used to cool a room during the day time, particularly in summer. In this thesis a theoretical and mathematically sound simulation model is developed. An experimental set-up was constructed and subsequently used to show that the theoretical model effectively simulates the transient heating or cooling response of the system. It is shown that under South African conditions the typical heat emitting rate during the night is 55 W/m2. After the heat has been removed from the water, it is stored in a cold water tank from where it is circulated through a natural convector during the day time to absorb heat from the room. The experiment extracted a minimum of 102 W/m3 of heat from a 1.87 m3 galvanized steel room while a brick room with a volume of 120 m3 requires 22.7 W/m3. Additional to cooling, the system during the day, absorbed an average of 362 W of energy and heated 68 l of water from 24 °C to 62 °C within an 8-hour period. The system achieved similar results during winter conditions and the experiment confirms that the system is capable of operating without a control system. Therefore it is recommended that renewable energy-conscious designers pay more attention to the use of night-sky radiation cooling in future. / AFRIKKANSE OPSOMMING: en ’n koue water tenk. Die sisteem kan gebruik word om ’n vertrek gedurende die dag te verkoel, veral in die somer, deur gebruik te maak van die gestoorde verkoelde water. In hierdie tesis word ’n teoretiese en sinvolle wiskundige simulasie model ontwikkel. ’n Eksperimentele stelsel is gebou en vervolgens gebruik om te bewys dat die teoretiese model die veranderende verkoeling en verwarming van die stelsel effektief simuleer. Die tesis dui aan dat onder Suid Afrikaanse toestande daar ’n hitte vrystellings tempo van 55 W/m2 is gedurende die nag. Nadat die water verkoel is, word dit gestoor in die koue water tenk vanwaar dit deur ’n natuurlike konvektor sirkuleer en gedurende die dag warmte vanuit die vertrek onttrek. Die eksperiment het ’n minimum van 102 W/m3 warmte vanuit die galvaniseerde 1.87 m3 vertrek geabsorbeer, terwyl ’n baksteen vertrek van 120 m3, 22.7 W/m3 verkoeling benodig. Bykomstig tot die verkoelingstelsel verhit die sisteem 68 l water vanaf 24 °C to 62 °C gedurende ’n 8-uur periode in die dag, dus word 362Wenergie geabsorbeer. Die sisteem is ook getoets tydens winter toestande, die resultate was dieselfde as wat in die somer verkry is. Verder is daar ook bewys dat die sisteem sonder enige beheerstelsel kan funksioneer. Verder word daar aanbeveel dat hernubare energie bewuste ontwerpers in die toekoms meer aandag aan ruimte straling verkoeling skenk.

The Royal Botanic Gardens (RGB) is used as an umbrella name for the institution that runs Kew and Wakehurst Place gardens in Sussex The RBG has a large number of glasshouses at Kew and Wakehurst sites that consume lots of heating energy which is a major concern and the group is looking for an alternative heating system that will be more efficient and sustainable to save energy, cost and reduce CO2 emissions. Glasshouse due to greenhouse effect trap solar energy in the space with the slightest solar gains but the energy trapped in the space most often is vented through the roof wasted to keep the space temperature to the required level. An environmental measurement was carried out in twenty one zones of the glasshouse to establish the temperature and humidity profiles in the zones for at least three weeks. The investigation established that large amount of heat energy is vented to the atmosphere wasted and therefore need a heating system that could absorb and store the waste thermal energy. Phase change material (PCM) thermal energy storage technique was selected to be the best options compared to the others. It has been established that active and passive solar systems could provide enough thermal energy to meet the glasshouse heating requirements. PCM filled heating pipes will be installed to absorb the heat energy trapped in the glasshouse and use it when needed. The research analysis established that 204 MWh of the trapped energy wasted could be saved. The space temperature of the glasshouse could be maintained through melting and freezing of the PCM filled in the heating pipes. The site CHP waste heat could be useful. The research results have shown that nearly zero CO2 emission heating system could be achieved and the project is technically, economically and environmentally viable.

A human thermoregulation model has been adapted for predicting the thermal response of Typical Older Persons. The model known as the Older Persons Model predicts the core body temperature and regulatory responses of the older people in environmental exposures of cold, warm and hot. The model was developed by modifying an existing dynamic human thermoregulation model using anthropometric and thermo-physical properties of older people. The Model defines the body as two interrelating systems of the body structure (passive system) and the control system of the central nervous system (active system). The Older person's passive system of the model was developed by meticulously extracting relevant experimental data from selected published research works relating to anthropometric and thermo-physical properties of older people. The resultant body structure (passive system) is a multi-segmented representation of a Typical Older Person. The active system (central nervous system) was developed by the application of a novel optimization method based on the working principles of Genetic Algorithms. The use of Genetic Algorithm enables the complex characteristics of the central nervous system of the older persons to be well represented and evaluated based on available data. Active system control signal coefficients for sweating, shivering, vasodilation and vasoconstriction were explicitly derived based on experimental data sourced from literature. The Older Persons Model has been validated using independent experimental data and its results show good agreement with measured data. Furthermore, the Older Persons Model has been applied to several test cases extracted from published literature and its results show good agreement with published findings on the thermal behaviour of older persons. An interview study conducted as part of this research revealed that, professionals (built environment specialists) found the Older Persons Model useful in assisting to further understand the thermal response of the older persons. In conclusion, the adaptation of an existing human thermoregulation model has resulted in a new model, which allows improved prediction of heat and cold strain of the older person although there exist limitations.

This thesis consists of six papers. The main topic of all these papers is modeling a class of linear time-invariant systems. The system class is parameterized in the context of interpolation theory with a degree constraint. In the papers included in the thesis, this parameterization is the key tool for the design of dynamical system models in fields such as spectral estimation and model reduction. A problem in spectral estimation amounts to estimating a spectral density function that captures characteristics of the stochastic process, such as covariance, cepstrum, Markov parameters and the frequency response of the process. A  model reduction problem consists in finding a small order system which replaces the original one so that the behavior of both systems is similar in an appropriately defined sense.  In Paper A a new spectral estimation technique based on the rational covariance extension theory is proposed. The novelty of this approach is in the design of a spectral density that optimally matches covariances and approximates the frequency response of a given process simultaneously.In Paper B  a model reduction problem is considered. In the literature there are several methods to perform model reduction. Our attention is focused on methods which preserve, in the model reduction phase, the stability and the positive real properties of the original system. A reduced-order model is computed employing the analytic interpolation theory with a degree constraint. We observe that in this theory there is a freedom in the placement of the spectral zeros and interpolation points. This freedom can be utilized for the computation of a rational positive real function of low degree which approximates the best a given system. A problem left open in Paper B is how to select spectral zeros and interpolation points in a systematic way in order to obtain the best approximation of a given system. This problem is the main topic in Paper C. Here, the problem is investigated in the analytic interpolation context and spectral zeros and interpolation points are obtained as solution of a optimization problem.In Paper D, the problem of modeling a floating body by a positive real function is investigated. The main focus is  on modeling the radiation forces and moment. The radiation forces are described as the forces that make a floating body oscillate in calm water. These forces are passive and usually they are modeled with system of high degree. Thus, for efficient computer simulation it is necessary to obtain a low order system which approximates the original one. In this paper, the procedure developed in Paper C is employed. Thus, this paper demonstrates the usefulness of the methodology described in Paper C for a real world application.In Paper E, an algorithm to compute the steady-state solution of a discrete-type Riccati equation, the Covariance Extension Equation, is considered. The algorithm is based on a homotopy continuation method with predictor-corrector steps. Although this approach does not seem to offer particular advantage to previous solvers, it provides insights into issues such as positive degree and model reduction, since the rank of the solution of the covariance extension problem coincides with the degree of the shaping filter. In Paper F a new algorithm for the computation of the analytic interpolant of a bounded degree is proposed. It applies to the class of non-strictly positive real interpolants and it is capable of treating the case with boundary spectral zeros. Thus, in Paper~F, we deal with a class of interpolation problems which could not be treated by the optimization-based algorithm proposed by Byrnes, Georgiou and Lindquist. The new procedure computes interpolants by solving a system of nonlinear equations. The solution of the system of nonlinear equations is obtained by a homotopy continuation method. / QC 20100721

Orientador: Edison Favero / Tese (doutorado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo / Made available in DSpace on 2018-08-22T20:45:10Z (GMT). No. of bitstreams: 1 CastroPerez_DenisRoberto_D.pdf: 27090005 bytes, checksum: 21759f595f447549c7431c982a7ea267 (MD5) Previous issue date: 2013 / Resumo: O Estatuto da Cidade, Lei Federal 10.257/01 encontra-se em pleno vigor. As cidades brasileiras, porém, continuam crescendo desordenadamente, com os bairros ao redor dos grandes centros sofrendo pressões para mudanças de uso e ocupação do solo e para verticalização; e, com suas periferias crescendo ilegalmente. A morfologia atual das cidades continua sendo o reflexo do acúmulo de edificações que pouco considerou as vantagens de uma boa orientação solar e dos seus ganhos energéticos. Esta tese apresenta um estudo que propõe a aplicação do envelope solar como subsídio de determinação de formas regulatórias de adensamento e verticalização nos processos de planejamento urbano e de projeto do edifício. A escolha deste processo de utilização do envelope solar, adotado aqui, tem por finalidade verificar o potencial deste dispositivo como possível critério de diretrizes urbanísticas aplicadas no controle da ocupação do solo, buscando maior eficiência no adensamento de espaços urbanos. Como estudo de caso foram gerados desenhos nos lotes e edificações de cinco quarteirões do bairro Nova Campinas, na cidade de Campinas, SP. Adotou-se para tanto o software Rhinoceros, com os aplicativos Grasshopper e Diva, e foram introduzidos os módulos construtivos dentro dos volumes dos envelopes solares gerados, para verificação de áreas, taxas de ocupação, coeficientes de aproveitamento e altura das edificações. Conclui-se, seguramente, que o uso do envelope solar serve para recomendar diretrizes solares para o parcelamento do solo urbano, adensamento e verticalização de bairros, bem como para o projeto do edifício com garantias de direito de acesso ao Sol e qualidade ambiental / Abstract: The City Statute, Federal Law 10.257/01 is in full force. Brazilian cities, however, continue to grow wildly, with the neighborhoods around the major centers under pressure for changes of use and occupation of land and verticalization, and with their outskirts, growing illegally. The current morphology of cities reflects of the overcrowding of buildings that considered little bit the advantages of a good solar orientation and its energy gains. This thesis presents a study that proposes the application of solar envelope as subsidy determination of regulatory forms of density and vertical integration in the processes of urban planning and building design. The choice of this process of using solar envelope, adopted here, is to verify the potential of this device as a possible criterion of guidelines applied in the control of urban land use, seeking greater efficiency in the densification of urban spaces. As a case study, drawings were generated in lots and buildings of five blocks from the Nova Campinas district in Campinas, SP. In both cases the software applications Rhinoceros with Grasshopper and Diva, and the building modules were introduced within the solar envelopes volumes generated for verification of areas, occupancy rates, utilization coefficients and height of buildings. Results indicate, that the use of solar envelope serves to recommend guidelines for solar urban land subdivision, densification and verticalization of neighborhoods, as well as for the building design with guaranteed right of access to the sun and environmental quality / Doutorado / Arquitetura, Tecnologia e Cidade / Doutor em Arquitetura, Tecnologia e Cidade

Passive safety systems are increasingly being utilized in prospective nuclear power plant designs. Indeed, the use of safety systems driven by natural phenomena might be seen as an unmitigated virtue. However, the low magnitude of the forces involved in such systems, combined with the uncertainty inherent in the factors which affect them, pose a problem in the assessment of their reliability when compared to their active counterparts. Hence, the purpose of this thesis is to investigate and apply a state-of-the-art technique in passive reliability assessment, known as the Reliability Methods of Passive Systems (RMPS) methodology, to the isolation condenser system (ICS) of the prospective BWRX-300 small modular reactor (SMR) design. The ICS is a safety system driven by natural circulation which provides emergency core cooling, residual heat removal, and pressure control for the BWRX-300. Using RMPS to analyze the effect that uncertainties in thermal characteristics of the fuel have on ICS operation, the reliability of natural circulation was quantified with a confidence of 99%. This yielded an immeasurably small failure probability. Considering residual uncertainty, an engineering judgment assigned a failure probability of 1.00E-07. This finding was integrated into a Level 1 probabilistic safety assessment, involving analysis of initiating events, event tree analysis, and failure mode and effect analysis (FMEA) of safety systems, including natural circulation. Analysis of sequences leading to core damage resulted in a core damage frequency of 1.23E-07 yr-1. / Passiva säkerhetssystem används i allt större utsträckning i innovativa kärnkraftverkskonstruktioner. Faktum är att användningen av säkerhetssystem som drivs av naturfenomen kan ses som en oförminskad dygd. Den låga storleken på de krafter som är involverade i sådana system, i kombination med den osäkerhet som är inneboende i de faktorer som påverkar dem, utgör ett problem vid bedömningen av deras tillförlitlighet jämfört med deras aktiva motsvarigheter. Därför är syftet med denna avhandling att undersöka och tillämpa en toppmodern teknik inom passiv tillförlitlighetsbedömning, känd som Reliability Methods of Passive Systems (RMPS) metodologi, på isolationskondensorsystemet (ICS) hos den potentiella BWRX-300 liten modulär reaktor (SMR) design. ICS är ett säkerhetssystem som drivs av naturlig cirkulation som ger nödkylning av kärnan, avlägsnande av restvärme och tryckkontroll för BWRX-300. Med hjälp av RMPS kvantifierades den naturliga cirkulationens tillförlitlighet med en konfidens på 99 %, vilket gav en omätligt liten sannolikhet för misslyckande. Med hänsyn till kvarvarande osäkerhet tilldelade en teknisk dom en felsannolikhet på 1.00E-07. Detta fynd integrerades i en nivå 1 probabilistisk säkerhetsbedömning, som involverade analys av initierande händelser, händelseträdsanalys och felläges- och effektanalys (FMEA) av säkerhetssystem, inklusive naturlig cirkulation. Analys av sekvenser som leder till härdskada resulterade i en härdskadafrekvens på 1,23E-07 år-1.

This diploma thesis deals with adjusting the reverberation time of enclosed spaces. It is divided into two thematic areas. The first thematic area deals with active systems that adjust the reverberation time, with a stronger focus on usage of reverberators to simulate secondary spaces. The second thematic area is the implementation of reverberators and their fundamental building blocks in Matlab.