Research has shown that mixing in cross-junctions in water distribution systems is far from perfect, and that the entering fluids bifurcate from each other rather than mix. The purpose of this thesis is to study the behaviour of two fluids entering a cross-junction in a water distribution system. In this context, experimental tests and numerical simulations are performed in order to produce and test the mixing at cross-junctions. This study focuses on cross-junctions with equal pipe diameters, with flows that can vary from laminar to turbulent. The fluids are pure water and tracer. Different tracer materials with various flow configurations were tested experimentally and numerically. Firstly, an experimental study of mixing in cross-junctions was performed at the TZW: DVGW-Technologiezentrum Wasser (German Water Center) in Dresden. This experimental study pro-vides an overview of the parameters that can affect the mixing in cross-junctions, and is used to validate the numerical simulations. Different numerical approaches for modelling the mixing in cross-junctions are presented. The simulations use an existing commercial CFD code, ANSYS CFX 19.1, and are also extensively validated using experimental and numerical results from other researchers. In ANSYS CFX there are several models that can be used to simulate the mixing of two fluids. In this study both fluids are considered to be isothermal incompressible and without phase change. Two mixing models are tested: the additional variable model and the multi-component model. The three-dimensional models use RANS turbulence models and LES simulations. The parameters of the numerical setup were investigated carefully in order to study their effect on the results. Furthermore, the effect of changing the turbulent Schmidt number in the RANS simulations was extensively studied, and the results are compared with the experimental results. The accuracy of using Large eddy simulation to simulate mixing in cross junction is also tested, taking into consideration the required mesh resolution and the turbulence in the initial bound-ary conditions. This work presents an applicable numerical approach to simulate the fluid behaviours in cross-junctions. Using this approach, the effect of different parameters is tested, such as: Reynolds number, pipe diameter, mixing time, diffusivity and density difference. The results produced using the numerical approach revealed that one of the main parameters that affect the mixing is the density difference. It has a great effect on the outgoing concentration in cross-junctions, and the mixing behaviour changes when the tracer material and the flow regime are changed. The used approach will help to investigate the effect of various flow parameters on the mixing in cross-junctions. Based on the data set of this study, an empirical conceptual model for mixing in cross-junction is also presented using multiple regression, and there is potential for this model to be further developed in combination with experimental and numerical studies.:Abstract Kurzfassung Nomenclature List of Figures List of Tables 1 Introduction and Literature Review 1.1 Introduction 1.2 Literature Review 1.2.1 Transport in water distribution system 1.2.2 Mixing in pipe junctions 1.3 Research problems 1.4 Research methodology and objectives 2 Theoretical Background 2.1 Basic equations and terms in pipe hydraulic 2.1.1 Conservation of mass (the equation of continuity) 2.1.2 Conservation of momentum (the Navier-Stokes equations) 2.1.3 Contaminant transport (transport equation) 2.1.4 Reynolds number 2.1.5 Flow development in pipes 2.1.6 Velocity distribution in pipe flows 2.1.7 Definition of concentration and mass fraction 2.1.8 Viscosity 2.2 Turbulence and modeling 2.2.1 Spatial discretization methods 2.2.2 Turbulence models 2.2.3 Direct numerical simulation (DNS) 2.2.4 Reynolds averaged Navier-Stokes Equations (RANS) 2.2.5 Large eddy simulation 2.3 Modeling of mixing in ANSYS CFX 2.3.1 Additional variable 2.3.2 Multi-component flow model 2.3.3 Two-phase flow model 2.4 Mixing in cross-junctions (available models) 2.4.1 Complete mixing model 2.4.2 Bulk advective mixing model (BAM) 2.4.3 BAM-Wrap mixing model 2.4.4 Shao mixing model 3 Experimental Study 3.1 Introduction 3.2 Description of the model network 3.3 Results and discussion 3.3.1 Turbulent flow experiments 3.3.2 Laminar flow experiments 3.3.3 The interpolation of the experimental results 3.4 Conclusion 4 3D Numerical Study using ANSYS CFX 4.1 Introduction to ANSYS CFX 4.1.1 Model setup in ANSYS CFX 4.1.2 Modeling of mixing in cross-junctions 4.2 Additional variable model 4.2.1 Application of Reynolds averaged Navier-Stokes simulation 4.2.2 Sensitivity analysis of URANS simulations 4.2.3 Application of the large eddy simulation 4.2.4 Summary 4.3 Multi-component flow model 4.3.1 Setup of the multi-component simulation model 4.3.2 Results and discussion 4.4 Summary 5 Mixing Model for Cross junction 5.1 Introduction 5.2 Parameter sensitivity Analysis 5.2.1 The influence of changing the Reynolds number 5.2.2 The influence of changing the pipe diameter 5.2.3 The influence of the inflow and outflow ratios 5.2.4 The influence of changing the tracer properties 5.2.5 The influence of the pipe roughness 5.3 Conceptual model for mixing in cross junction 6 Summary 7 Outlook References APPENDIX A APPENDIX B / Frühere Forschungsergebnisse haben gezeigt, dass das Vermischen von gelösten Substanzen in Rohrkreuzen in Wasserversorgungssystemen alles andere als perfekt ist und wenn zwei Flüssigleiten in einem Rohrkreuz eintreten, trennen sie sich eher voneinander anstatt sich zu vermischen. Das Ziel dieser Forschungsarbeit ist es, das Verhalten von zwei Flüssigkeiten in einem Rohrkreuz zu untersuchen. In diesem Zusammenhang werden experimentelle Unter-suchungen und numerische Strömungssimulationen durchgeführt, um das Vermischen an Kreuzungspunkten in Wasserversorgungssystemen zu untersuchen. Diese Arbeit konzentriert sich auf Rohrkreuzen mit gleichen Rohrdurchmessern in Strömungen, die von laminar bis turbulent variieren können. Verschiedene Eigenschaften der Flüssigkeiten mit verschiedenen Strömungskonfigurationen wurden experimentell und numerisch getestet. Zunächst wurden im TZW (DVGW-Technologiezentrum Wasser) die experimentellen Untersuchungen zum Mi-schen in Rohrkreuzungen durchgeführt. Die durchgeführten experimentellen Untersuchungen bieten einen Überblick über die Parameter, die das Mischverhältnis in Kreuzungspunkten be-einflussen können, und werden zur Validierung der numerischen Simulationen verwendet. Verschiedene numerische Ansätze zur Modellierung des Vermischens in Rohrkreuzen werden vorgestellt. Die 3D-numerische Strömungssimulationen verwenden einen vorhandenen kommerziellen CFD-Code, ANSYS CFX 19.1, und werden auch anhand experimenteller und numerischer Ergebnisse anderer Forscher umfassend validiert. In ANSYS CFX gibt es mehre-re Modelle, mit denen das Vermischen von Flüssigkeiten simuliert werden kann. In dieser Arbeit werden beide Flüssigkeiten als isotherm, inkompressibel und ohne Phasenwechsel betrachtet. Es werden zwei Mischmodelle getestet: das Additional Variable Model und das Multi-component Model. Die 3D -Strömungsmodelle verwenden RANS-Turbulenzmodelle und LES-Simulationen. Die Parameter des numerischen Aufbaus wurden sorgfältig untersucht, um ihre Auswirkung auf die Ergebnisse zu untersuchen. Darüber hinaus wurde der Einfluss der Änderung der turbulenten Schmidt-Zahl in den RANS-Simulationen ausführlich untersucht und die Ergebnisse mit den experimentellen Ergebnissen verglichen. Die Genauigkeit der Ver-wendung einer Large-Eddy-Simulation zur Simulation des Vermischens in Rohrkreuz wird ebenfalls getestet, wobei die erforderliche Netzauflösung und die Turbulenzen in den An-fangs- und Randbedingungen berücksichtigt werden. Diese Arbeit präsentiert einen anwend-baren numerischen Ansatz zur Simulation des Fließverhaltens in Rohrkreuzen. Mit diesem Ansatz wird die Wirkung verschiedener Parameter getestet, z. B.: Reynolds-Zahl, Rohrdurch-messer, Vermischungszeit, Diffusivität und Dichteunterschied. Die mit den numerischen Mo-dellen erzielten Ergebnisse zeigten, dass einer der Hauptparameter, die das Vermischen in Rohrkreuzen beeinflussen, der Dichteunterschied ist, welcher einen großen Einfluss auf die ausgehende Konzentration in Kreuzungen hat. Der verwendete numerische Ansatz wird dazu beitragen, die Auswirkung verschiedener Strömungsparameter auf das Vermischen in Rohr-kreuzen zu untersuchen. Basierend auf dem Datensatz dieser Studie wird auch ein empiri-sches konzeptionelles Modell für das Vermischen in Rohrkreuz unter Verwendung multipler Regression vorgestellt. Dieses Modell kann in Kombination mit experimentellen und numeri-schen Studien weiterentwickelt werden.:Abstract Kurzfassung Nomenclature List of Figures List of Tables 1 Introduction and Literature Review 1.1 Introduction 1.2 Literature Review 1.2.1 Transport in water distribution system 1.2.2 Mixing in pipe junctions 1.3 Research problems 1.4 Research methodology and objectives 2 Theoretical Background 2.1 Basic equations and terms in pipe hydraulic 2.1.1 Conservation of mass (the equation of continuity) 2.1.2 Conservation of momentum (the Navier-Stokes equations) 2.1.3 Contaminant transport (transport equation) 2.1.4 Reynolds number 2.1.5 Flow development in pipes 2.1.6 Velocity distribution in pipe flows 2.1.7 Definition of concentration and mass fraction 2.1.8 Viscosity 2.2 Turbulence and modeling 2.2.1 Spatial discretization methods 2.2.2 Turbulence models 2.2.3 Direct numerical simulation (DNS) 2.2.4 Reynolds averaged Navier-Stokes Equations (RANS) 2.2.5 Large eddy simulation 2.3 Modeling of mixing in ANSYS CFX 2.3.1 Additional variable 2.3.2 Multi-component flow model 2.3.3 Two-phase flow model 2.4 Mixing in cross-junctions (available models) 2.4.1 Complete mixing model 2.4.2 Bulk advective mixing model (BAM) 2.4.3 BAM-Wrap mixing model 2.4.4 Shao mixing model 3 Experimental Study 3.1 Introduction 3.2 Description of the model network 3.3 Results and discussion 3.3.1 Turbulent flow experiments 3.3.2 Laminar flow experiments 3.3.3 The interpolation of the experimental results 3.4 Conclusion 4 3D Numerical Study using ANSYS CFX 4.1 Introduction to ANSYS CFX 4.1.1 Model setup in ANSYS CFX 4.1.2 Modeling of mixing in cross-junctions 4.2 Additional variable model 4.2.1 Application of Reynolds averaged Navier-Stokes simulation 4.2.2 Sensitivity analysis of URANS simulations 4.2.3 Application of the large eddy simulation 4.2.4 Summary 4.3 Multi-component flow model 4.3.1 Setup of the multi-component simulation model 4.3.2 Results and discussion 4.4 Summary 5 Mixing Model for Cross junction 5.1 Introduction 5.2 Parameter sensitivity Analysis 5.2.1 The influence of changing the Reynolds number 5.2.2 The influence of changing the pipe diameter 5.2.3 The influence of the inflow and outflow ratios 5.2.4 The influence of changing the tracer properties 5.2.5 The influence of the pipe roughness 5.3 Conceptual model for mixing in cross junction 6 Summary 7 Outlook References APPENDIX A APPENDIX B

In today’s society the electric grid has become one of the most important infrastructures and industries as well as other infrastructures, and individuals rely on its functionality. The unavailability of electricity caused by outages is increasingly rare but when it occurs it can have serious consequences. An electric grid’s reliability is now a requirement, not only from customers but also from the regulatory authority.The electric grid in Stockholm is owned and operated by Ellevio AB. Over the past decade the reliability, measured in SAIDI (System Average Interruption Duration Index), in the area has deterioated, mainly due to failures of the medium voltage grid (11- kV, MV). The network structure on the MV- grid consists primarily of two parallel medium voltage cables each of which acts redundantly to its pair cable. The technique, called dual cable structure, works most optimally with substations with automatic switching, which automaticly switch over to the redundant cable when failure occurs. However substations without this automatic switching are widely used resulting in a longer interruption time. Another network structure is the ring or loop structure, which still has redundancy, but when failure occurs a load- break switch must close so that the grid can be fed from another direction. The substation in the loop structure can also be remotely controlled, making the load-break swith operable from the control center, resulting in a shorter interruption time.This thesis evaluates and compares different network structures consisting of dual cable with automatic switching and loop structure with remotely controlled substations, based on economy and reliability, on Stora Essingen. The two structures have been designed in the network information system program Trimble NIS and divided into two different environments; one developed and one undeveloped environment. The results show that the technical solutions in network structures of MV- grid do not necessarily mean major differences in economy nor reliability, rather the choice between few but long interruptions and many but short interruptions is central. Results show however that a combination of the dual cable structure with remotely controlled substations in the undeveloped environment is economically motivated while the reliability can be maintained at the same tame.

In recent years, photovoltaic (PV) power production have seen an increase and the PV power systems are often located in the distribution grids close to the consumers. Since the distributions grids rarely are designed for power production, investigation of its effects is needed. It is seen in this thesis that PV power production will cause voltages to rise, potentially to levels exceeding the limits that grid owners have to abide by. A model of a distribution grid is developed in MathWorks MATLAB. The model contains a transformer, cables, households, energy storage systems (ESS:s) and photovoltaic power systems. The system is simulated by implementing a numerical Forward Backward Sweep Method, solving for powers, currents and voltages in the grid. PV power systems are added in different configurations along with different configurations of ESS:s. The results are analysed, primarily concerning voltages and voltage limits. It is concluded that addition of PV power production in the distribution grid affects voltages, more or less depending on where in the grid the systems are placed and what peak power they have. It is also concluded that having energy storage systems in the grid, changing the power factor of the inverter for the PV systems or lowering the transformer secondary-side voltage can bring the voltages down. / På senare tid har det skett en ökning i antalet solcellsanläggningar som installeras i elnätet och dessa är ofta placerade i distributionsnäten nära hushållen. Eftersom distributionsnäten sällan är dimensionerade för produktion så behöver man utreda effekten av det. I det här arbetet visas det att solcellsproduktion kommer att öka spänningen i elnätet, potentiellt så mycket att de gränser elnätsägarna måste hålla nätet inom överstigs. En modell över lågspänningsnätet skapas i MathWorks MATLAB. Modellen innehåller transformator, kablar, hushåll, energilager och solcellsanläggningar. Systemet simuleras med hjälp av en numerisk Forward Backward Sweep-lösare som beräknar effekter, strömmar och spänningar i elnätet. Solcellanläggningarna placeras ut i elnätet i olika konfigurationer tillsammans med olika konfigurationer av energilager. Resultaten från simuleringarna analyseras främst med avseende på spänningen i elnätet utifrån dess gränser. De slutsatser som dras i arbetet är att solcellsproduktion kommer att påverka spänningen, mycket beroende på var i elnätet anläggningarna placeras och storleken hos dem. Det visas också att energilager, justering av effektfaktor hos solcellsanläggningarna eller en spänningssänkning på transformatorns lågspänningssida kan få ner spänningen i elnätet. / <p>LiTH-ISY-EX--19/5194--SE</p>

Water distribution systems, electrical power transmission systems, and other civil infrastructure systems are essential to the smooth and stable operation of regional economies. Since the functions of such infrastructure systems often are inter-dependent, the systems sometimes suffer unforeseen functional disruptions. For example, the widespread power outage due to the malfunction of an electric power substation, which occurred in the northeastern United States and parts of Canada in August 2003, interrupted the supply of water to several communities, leading to inconvenience and economic losses. The sequence of such failures leading to widespread outages is referred to as a cascading failure. Assessing the vulnerability of communities to natural and man-made hazards should take the possibility of such failures into account. In seismic risk assessment, the risk to a facility or a building is generally specified by one of two basic approaches: through a probabilistic seismic hazard analysis (PSHA) and a stipulated scenario earthquake (SE). A PSHA has been widely accepted as a basis for design and evaluation of individual buildings, bridges and other facilities. However, the vulnerability assessment of distributed infrastructure facilities requires a model of spatial intensity of earthquake ground motion. Since the ground motions from a PSHA represent an aggregation of earthquakes, they cannot model the spatial variation in intensity. On the other hand, when a SE-based analysis is used, the spatial correlation of seismic intensities must be properly evaluated. This study presents a new methodology for evaluating the functionality of an infrastructure system situated in a region of moderate seismicity considering functional interactions among the systems in the network, cascading failure, and spatial correlation of ground motion. The functional interactions among facilities in the systems are modeled by fault trees, and the impact of cascading failures on serviceability of a networked system is computed by a procedure from the field of operations research known as a shortest path algorithm. The upper and lower bound solutions to spatial correlation of seismic intensities over a region are obtained.

This study presents air distribution systems that are based on confluent jets; this system can be of interest for the establishment of indoor environments, to fulfill the goals of indoor climate and energy-efficient usage. The main objective of this study is to provide deeper understanding of the flow field development of a supply device that is designed based on wall confluent jets and to investigate the ventilation performance by experimental and numerical methods. In this study, the supply device can be described as an array of round jets on a flat surface attached to a side wall. Multiple round jets that issue from supply device apertures are combined at a certain distance downstream from the device and behave as a united jet or so-called confluent jets. Multiple round jets that are generated from the supply device move downward and are attached to the wall at the primary region, due to the Coanda effect, and then they become wall confluent jets until the floor wall is reached. A wall jet in a secondary region is formed along the floor after the stagnation region. The characteristics of the flow field and the ventilation performance of conventional wall confluent jets and modified wall confluent jets supply devices are investigated experimentally in an office test room. The study of the modified wall confluent jets is intended to improve the efficiency of the conventional one while maintaining acceptable thermal comfort in an office environment. The results show that the modified wall confluent jets supply device can provide acceptable thermal comfort for the occupant with lower airflow rate compared to the conventional wall confluent jets supply device. Numerical predictions using three turbulence models (renormalization group (RNG k– ε), realizable (Re k– ε), and shear stress transport (SST k– ω) are evaluated by measurement results. The computational box and nozzle plate models are used to model the inlet boundary conditions of the nozzle device. In the isothermal study, the wall confluent jets in the primary region and the wall jet in the secondary region, when predicted by the three turbulence models, are in good agreement with the measurements. The non-isothermal validation studies show that the SST k– ω model is slightly better at predicting the wall confluent jets than the other two models. The SST k– ω model is used to investigate the effects of the nozzle diameter, number of nozzles, nozzle array configuration, and inlet discharge height on the ventilation performance of the proposed wall confluent jets supply device. The nozzle diameter and number of nozzles play important roles in determining the airflow pattern, temperature field, and draught distribution. Increased temperature stratification and less draught distribution are achieved by increasing the nozzle diameter and number of nozzles. The supply device with smaller nozzle diameters and fewer nozzles yields rather uniform temperature distribution due to the dominant effect of mixing. The flow behavior is nearly independent of the inlet discharge height for the studied range. The proposed wall confluent jets supply device is compared with a mixing supply device, impinging supply device and displacement supply device. The results show that the proposed wall confluent jets supply device has the combined behavior of both mixing and stratification principles. The proposed wall confluent jets supply device provides better overall ventilation performance than the mixing and displacement supply devices used in this study. This study covers also another application of confluent jets that is based on impinging technology. The supply device under consideration has an array of round jets on a curve. Multiple jets issue from the supply device aperture, in which the supply device is positioned vertically and the jets are directed against a target wall. The flow behavior and ventilation performance of the impinging confluent jets supply device is studied experimentally in an industrial premise. The results show that the impinging confluent jets supply device maintains acceptable thermal comfort in the occupied zone by creating well-distributed airflow during cold and hot seasons.

Pour faire face aux mutations du paysage énergétique, les réseaux de distribution d'électricité sont soumis à des exigences de fonctionnement avec des indices de fiabilité à garantir. Dans les années à venir, de grands investissements sont prévus pour la construction des réseaux électriques flexibles, cohérents et efficaces, basés sur de nouvelles architectures et des solutions techniques innovantes, adaptatifs à l'essor des énergies renouvelables. En prenant en compte ces besoins industriels sur le développement des réseaux de distribution du futur, nous proposons, dans cette thèse, une approche reposant sur la théorie des graphes et l'optimisation combinatoire pour la conception de nouvelles architectures pour les réseaux de distribution. Notre démarche consiste à étudier le problème général de recherche d'une architecture optimale qui respecte l'ensemble de contraintes topologiques (redondance) et électrotechniques (courant maximal, plan de tension) selon des critères d'optimisation bien précis : minimisation du coût d'exploitation (OPEX) et minimisation de l'investissement (CAPEX). Ainsi donc, les deux familles des problèmes combinatoires (et leurs relaxations) ont été explorées pour proposer des résolutions efficaces (exactes ou approchées) du problème de planification des réseaux de distribution en utilisant une formulation adaptée. Nous nous sommes intéressés particulièrement aux graphes 2-connexes et au problème de flot arborescent avec pertes quadratiques minimales. Les résultats comparatifs de tests sur les instances de réseaux (fictifs et réels) pour les méthodes proposées ont été présentés. / To cope with the changes in the energy landscape, electrical distribution networks are submitted to operational requirements in order to guarantee reliability indices. In the coming years, big investments are planned for the construction of flexible, consistent and effective electrical networks, based on the new architectures, innovative technical solutions and in response to the development of renewable energy. Taking into account the industrial needs of the development of future distribution networks, we propose in this thesis an approach based on the graph theory and combinatorial optimization for the design of new architectures for distribution networks. Our approach is to study the general problem of finding an optimal architecture which respects a set of topological (redundancy) and electrical (maximum current, voltage plan) constraints according to precise optimization criteria: minimization of operating cost (OPEX) and minimization of investment (CAPEX). Thus, the two families of combinatorial problems (and their relaxations) were explored to propose effective resolutions (exact or approximate) of the distribution network planning problem using an adapted formulation. We are particularly interested in 2-connected graphs and the arborescent flow problem with minimum quadratic losses. The comparative results of tests on the network instances (fictional and real) for the proposed methods were presented.

Comment considérer le cinéma italien des vingt dernières années ? Si en France il est associé à quelques réalisateurs qui luttent contre Berlusconi et contre un système politique et économique corrompu, tels que Roberto Benigni, Nanni Moretti, Sabina Guzzanti, et plus récemment Paolo Sorrentino ou Matteo Garrone, il ne trouve pas la même estime chez ses compatriotes qui, comme en témoignent les résultats du box-office, le considèrent tout au plus comme un moyen de divertissement. La critique des deux pays s’accorde cependant pour dire que l’on assiste depuis une dizaine d’années à un retour du cinema d’impegno (cinéma d’engagement) cher aux réalisateurs des années 1960-1970. Sorrentino et Garrone auraient repris respectivement les flambeaux de Elio Petri et de Francesco Rosi… Peut-on parler d’une nouvelle vague de cinéastes engagés et d’un nouveau cinéma politique italien ? Pour répondre à cette question, nous nous sommes penchés sur quatre films en particulier qui traitent de thèmes explicitement politiques et proposent une représentation de l’homme de Pouvoir différente de celle officielle : Il portaborse de Daniele Luchetti, Il Caimano de Nanni Moretti, Il Divo de Paolo Sorrentino et Qualunquemente de Giulio Manfredonia. Après avoir analysé la façon dont l’homme de Pouvoir est dépeint par ces cinéastes, nous avons essayé de comprendre si ces films sont l’expression d’un engagement réel et d’une volonté de dénonciation ou s’ils répondent à la demande d’une économie de marché et au besoin d’entendre un discours rassurant de la part du public. Dans une société où dire du mal de Berlusconi a permis à certains de s’enrichir et de se faire connaître, et où les systèmes de production et de distribution cinématographiques semblent verrouillés, l’existence d’un véritable cinéma politique est problématique. Il semble en effet difficile d’envisager qu’une œuvre exprime une opposition si elle est acceptée et financée par les entreprises de l’homme qu’elle critique. Face à ce contexte et aux témoignages de nombreuses personnalités du cinéma, nous avons cherché à comprendre si le sens et les critères sur lesquels repose la notion de cinéma politique sont à redéfinir. / How can we consider the Italian cinema of these past twenty years? In France it is associated with a few movie directors such as Roberto Begnini, Nanni Moretti, Sabina Guzzanti and more recently Paolo Sorrentino or Matteo Garrone, who fight against Berlusconi and a corrupt political and economic system, but it isn't received with such esteem in Italy where it is considered at the most as a means of entertainment, as indicated by box-office results.In both countries, reviewers however agree to say that for about ten years we have been witnessing a return to a « cinema d'impegno » (politically-motivated films), a form of cinema which is dear to the directors of the 60´s and 70's. Sorrentino and Garrone would have respectively taken over from Elio Petri and Francesco Rosi... Can we talk about a new wave of politically and socially-aware movie directors and about a new political Italian cinema? To answer this question, we have been studying four films in particular, which deal with themes that are explicitly political and which offer a different representation of the man of Power from the official one.: Il portaborse by Daniele Luchetti, Il Caimano by Nanni Moretti, Il Divo by Paolo Sorrentino and Qualunquemente by Giulio Manfredonia. After analysing the way the man of Power is depicted by these movie directors, we have tried to understand if these films are the expression of a real political commitment and of a will to denounce or if they only meet the demand of a market economy and the need for people to hear a reassuring speech. In a society where speaking badly of Berlusconi has allowed some to grow richer and make themselves known, and where movie production and distribution systems seem closed, the very existence of a political cinema appears problematic. Indeed, it seems difficult to consider that a cinematographic work can express some opposition if this work is accepted and financed by the undertakings of the man it criticizes. Faced with this context and with the testimonies of numerous leading figures of Italian cinema, we have been trying to understand if the meaning and the criteria on which the notion of political cinema is based have to be redefined.

The thesis deals with Uninterruptible Power Supply (UPS) and associated problems of backup power in case of unexpected outages of electricity. Start of work is dedicated to limitation of the electricity supplies, as well as their causes and consequences. Furthermore, brief history of UPS and subsequently distinguish between UPS’s architectures. There is also a description of the energy sources such as batteries, flywheels or fuel cells. Part of thesis describes security of electricity supply in health care facilities, including requirements for emergency power. The own design of UPS is described in the end.

The thesis deals with Uninterruptible Power Supply (UPS) and associated problems of backup power in case of unexpected outages of electricity. Start of work is dedicated to limitation of the electricity supplies, as well as their causes and consequences. Furthermore, brief history of UPS and subsequently distinguish between UPS’s architectures. There is also a description of the energy sources such as batteries, flywheels or fuel cells. Part of thesis describes security of electricity supply in health care facilities, including requirements for emergency power. The own design of UPS is described in the end.

This master´s thesis deals with the proposal of DC low voltage network at a voltage level of 1000 V DC in Praskolesy u Mrakotina village. Direct distribution will be realized only at the terminal, which will power the village. Next part of this thesis is theoretical and its main focus is description of both DC and AC distribution systems. The proposed DC grid will use existing distribution grid. The thesis further describes the problems of long terminals in low voltage distribution systems and electrical installation in buildings. The result of this work is a comparison of the losses between AC and the proposed DC system. The last part deals with economical evaluation and technical solution for the proposed network variant, including their advantages and disadvantages.