El estudio de los parámetros resistentes de los geosintéticos utilizados en los sistemas de impermeabilización de vertederos es un tema muy importante. Estos sistemas contienen diferentes interfaces (geosintético/geosintético y/o suelo/geosintético), muchas de las cuales tienen baja resistencia al deslizamiento. Esto potencia la existencia de superficies de rotura a lo largo de los taludes de los vertederos. El conocimiento de los parámetros resistentes al corte de los contactos entre geosintéticos (geotextiles, geomallas, geomembranas, etc.) y suelo ha sido investigado en la Universidad de Cantabria. Para ello se ha desarrollado una metodología del ensayo de corte directo 300x300 mm entre dos geosintéticos, entre suelo y geosintético, obteniendo los parámetros resistentes de estas interfaces. Seguidamente, en el Instituto de Geotecnia de la Universidad de Freiberg, se ha desarrollado el modelo de comportamiento resistente al corte de la interfaz geomembrana/geotextil. Este modelo se ha implementado en el programa de diferencias finitas FLAC3D para el desarrollo del modelo numérico. Comprobando que existe una excelente concordancia entre resultados de laboratorio, modelo analítico y modelo numérico. / The study of friction of the geosynthetics used for landfills both for basal-liner and capping systems is a very important issue. These lining systems typically contain a large number of material interfaces (geosynthetics/geosynthetics or geosynthetics/soil), many of which have low shear strengths. This introduces potential failure surfaces along the side slopes and base of the fill mass.A research project about this subject has been undertaken at University of Cantabria. In this investigation, a methodology for direct shear tests between two geosynthetics and a soil and a geosynthetic has been developed, achieving the friction parameters and analysing interaction mechanisms of different contacts. Later on at Technical University Bergakademie Freiberg was developed a shear strength model of the geomembrane/geotextile interface. On the one hand a shear model has been developed, on the other this model was introduced in numerical modelling code for advanced geotechnical analysis, FLAC3D. There is an excellent agreement between laboratory results, shear model and numerical model.

Variably dolomitized limestone samples from the Rundle Group in Western Alberta, Canada were deformed under a variety of confining pressures and at room temperature in a triaxial rock press. The aim of this research is to establish the mechanical behaviour and brittle constitutive laws of limestone and dolomite composites. This data can then be used to develop strength profiles of thrust faults in the Rocky Mountain Fold and Thrust Belt. For example, many of the thrust faults in the Canadian Foreland are composed of limestone–dolomite composites, yet the mechanical properties of these composites remain unknown. Sample protoliths were selected for their similar grain sizes and grain size distributions, low porosity and low silica content in order to best examine relationships between these parameters and the distribution of strain between the dolomite and calcite. This study shows that increasing dolomite content correlates to an increase in strength at low and medium confining pressures. At high confining pressures, distributed brittle deformation adds complexities that are attributed to textural controls. Microstructural analysis of deformed samples shows that at approximately thirty to forty-five weight percent dolomite is interconnected via a dolomite grain network that provides a load-bearing capacity to the dolomite. This load-bearing capacity correlates to dramatic jumps in the strength of dolomite–limestone composites observed with increasing confining pressures. Inherent weaknesses in calcite grains such as twin planes and cleavage intersections are exploited by fractures resulting in reduced peak strengths of calcite-rich composites. Calcite generally absorbs strain and distributes it into finer spaced fracture networks than in dolomite. In dolomitized rock that still contains calcite cleavage within dolomite is not exploited, rather transgranular cracks break dolomite down into irregular and angular particles. At near pure dolomite content and at high confining pressure dolomite will fracture and disaggregate along cleavage. Comminuted dolomite grains commonly show a larger distribution of sizes and have more irregular shapes than contiguous comminuted calcite grains. Comminuted calcite particles are commonly much smaller than comminuted dolomite grains and show more regular shapes and an even grain size distribution.

Telepathology is defined as the practice of pathology at a distance using video imaging and telecommunications. In this thesis we address the two main technology challenges in implementing telepathology, viz. compression and transmission of digital pathology images. One of the barriers to telepathology is the availability and the affordability of high bandwidth communication resources. High bandwidth links are required because of the large size of the uncompressed digital pathology images. For efficient utilization of available bandwidth, these images need to be compressed. However aggressive image compression may introduce objectionable artifacts and result in an inaccurate diagnosis. This discussion helps us to identify two main design challenges in implementing telepathology, 1. Compression: There is a need to develop or select an appropriate image compression algorithm and an image quality criterion to ensure maximum possible image compression, while ensuring that diagnostic accuracy is not compromised. 2. Transmission: There is a need to develop or select a smart image transmission scheme which can facilitate the transmission of the compressed image to the remote pathologist without violating the specified bandwidth and delay constraints. We addressed the image compression problem by conducting subjective tests to determine the maximum compression that can be tolerated before the pathology images lose their diagnostic value. We concluded that the diagnostically lossless compression ratio is at least around 5 to 10 times higher than the mathematically lossless compression ratio, which is only about 2:1. We also set up subjective tests to compare the performance of the JPEG and the JPEG 2000 compression algorithms which are commonly used for compression of medical images. We concluded that JPEG 2000 outperforms JPEG at lower bitrates (bits/pixel), but both the algorithms perform equally well at higher bitrates. We also addressed the issue of image transmission for telepathology by proposing a two-stage transmission scheme, where coarse image information compressed at diagnostically lossless level is sent to the clients at the first stage, and the Region of Interest is transmitted at mathematically lossless compression levels at the second stage, thereby reducing the total image transmission delay.

Made available in DSpace on 2014-06-11T19:23:39Z (GMT). No. of bitstreams: 0 Previous issue date: 2007-11-23Bitstream added on 2014-06-13T20:11:13Z : No. of bitstreams: 1 souza_alo_me_ilha.pdf: 3367880 bytes, checksum: b588a2dedc116340aa90ecceaabc577c (MD5) / Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq) / Este trabalho versa sobre ondas de gravidade geradas por impacto de massas sólidas em meio líquido. Vários ensaios com materiais granulares, simulando o deslizamento, foram conduzidos em um canal de ondas provido de rampa a montante, sobre a qual esferas de vidro e seixos rolados, de diâmetros distintos, após deslizarem, vinham impactar o meio líquido gerando ondas de submersão. O canal, localizado no Laboratório de Hidráulica e Hidrometria da UNESP – Ilha Solteira, apresenta as dimensões 0,30 m de largura, 0,50 m de altura e 10,00 m de comprimento. Os ensaios com lâmina d’água variando entre 0,13 m e 0,20 m foram executados no intuito de checar algumas propriedades desse complexo processo físico de geração de ondas, quais sejam: o campo de velocidades do material granular incidente (centro de massa e frente de deslizamento), utilizando recursos de cinematografia e tratamento de imagens; determinação de alturas de ondas através de sondas capacitivas micro-controladas; e, por fim, obtenção de velocidades orbitais na zona de geração, através de sondas ADV (Acoustic Doppler Velocimeter). Com o objetivo de validar modelo numérico desenvolvido por Maciel (1991) e aprimorado por Nascimento (2001), os ensaios experimentais subsidiaram o processo de validação do referido modelo, baseado nas equações de Serre, para o caso de materiais granulares, até então não contemplado por outros trabalhos citados na literatura. Foi também brevemente testado, o que requer aprofundamento em trabalho futuro, um modelo numérico lagrangeano, apresentado no Anexo III. Na seqüência, foi também realizada uma análise da transferência de energia do material granular incidente para o meio líquido, cujo principal objetivo era de avaliar o percentual de energia cinética do deslizamento que fora convertido em energias cinética e potencial da onda gerada... / This work is about gravity waves generated by solid mass impact into liquid. Several essays with granular material, simulating a landslide, were conduced in a wave channel provided with an upstream ramp where glass spheres and pebbles (with two different diameter intervals) slide the ramp generating submersion waves. The wave channel is located at UNESP – Ilha Solteira’s Hydraulics and Hydrometrics Laboratory. Its dimension is 0,30 m (width), 0,50 m (high) and 10,00 m (length). The depth of water was from 0,13 m up to 0,20 m. Some properties of the complex physic process of landslide generated waves were investigated: granular material’s velocity field (trough cinematography method and image treatment); wave height was founded with micro controlled capacitance wave gauges; and orbital velocity was acquired by Acoustic Doppler Velocimeter (ADV) gauges. The main aim was to validate a numeric model developed by Maciel (1991) further improved by Nascimento (2001) for granular material generated waves. The experimental essays were essential to the validation of the Serre’s equation based model for granular material (do not contemplated by other works in the literature). A lagrangean numeric model was briefly tested (Anexo III). The energy transfer of the granular material to waves was also analyzed with purpose to evaluate the fraction of the solid’s kinematics energy was converted in wave’s kinematics and potential energies. In the engineering context, this work brings a chapter with several analytic, semi-empiric and empiric methods of water wave’s height estimation. They are based on geometric characteristics and slide’s dynamics. Another chapter compares those methods.

``Water-related injuries{\crqq} are the second most frequent cause of death of children in the Czech Republic. My thesis addresses the issue of safety in facilities designed for aquatic leisure activities. Within the scope of the qualitative research with the aim to analyze technical standards, to ascertain their observance and afterwards to analyze the injury risks I used the data collection technique consisting in secondary data analysis, observation in combination with photographic documentation and semi-standardized interviews. For the research I selected a swimming pool in České Budějovice and Aquaviva Wellness Centre in Aurora Třeboň spa. The reason for this selection was creation of a pilot study monitoring safety in these facilities in South Bohemia. The Czech Republic has technical standards in place that are applied to minimize the risk of injury to the largest possible extent in facilities like that. They determine the procedures that have to be observed during construction and subsequent operation of facilities designed for aquatic leisure activities. The provisions defined by the standards are observed in both facilities but in their substance they are so generalized that it is only at the operators{\crq} discretion to what extent the safety is to be secured by them. They should be more specified and applied concretely to individual units of the equipment in order to create a safe environment. As far as risk places in the facilities are concerned, it may be stated that, regardless of compliance with the requirements defined by the standard, there is a large number of risks related in particular with slippery surfaces. Within the scope of the safety evaluation, it is also necessary to take account of hazardous behaviour of users of the chutes. The results of the research indicate that in Aquaviva Wellness Centre in Třeboň safety is secured and complies with the requirements of technical standards and the prevention requirements; the swimming pool in České Budějovice shows more serious defects {--} the standards are complied with but the surfaces are not covered with materials that would secure safety. On the basis of my research and other technical studies that confirmed seriousness of water-related injuries it is obvious that the issue of injuries in this field will require modification of safety measures and more precise specification of standards and thus elements such as materials of surfaces that would secure the required safety.

The central theme of my dissertation is the introduction to the creation of a digital terrain model in the area of recultivation of Chabarovice former softcoal strip mine near Usti nad Labem, especially it deals with land slide area Rabenov. This area is monitored using geodetic and geotechnical methods since 2003 to declare the area to be stable which would allow its full planned utilization. This thesis is a part of the terrestrial and satellite measurements for staged, performed within the project MSM. As input data were used points located by Topcon total station TCN 2006. The aim of my dissertation is to create a digital terrain model of a large scale using the program DMT Atlas.

The training of movement procedures to increase the skills of athletes is a fundamental part of competitive sports. A realistic training, supported by technical equipment provides athletes a better success of training and is requested by trainers and training centers all over the world. Especially in winter sports, like luge or bob, a realistic training simulation is not always possible and demands adaptations of specific training procedures. As a part of this article, a new multilayer slide-foil will be presented, which allows athletes an even more realistic training. For this purpose the structure and production process of the foil composite will be shown, as well as results of the tribological behaviour of the foil. / Das Training von Bewegungsabläufen, zur Steigerung von Fähigkeiten, ist ein fundamentaler Bestandteil im Leistungssport. Ein realistisches Training, unterstützt durch technische Systeme, ermöglicht es Athleten optimale Trainingserfolge zu erzielen und wird dementsprechend von Trainern und Leistungszentren überall auf der Welt gewünscht. Insbesondere in Wintersportarten, wie z. B. Rennrodeln oder Bobfahren, kann dies allerdings nur bedingt realisiert werden und erfordert oftmals Abstriche bei der Trainingsgestaltung. Im Rahmen dieses Beitrags wird daher eine mehrschichtige Verbundfolie vorgestellt, welche den Athleten ein realistischeres Training ermöglichen soll. Hierzu werden zum einen der Aufbau und die Herstellung des Folienverbundes erläutert sowie tribologische Untersuchungsergebnisse präsentiert.

This master's thesis is focused on comparison of various conception of slide contacts. Studies of this theme are based on laboratory models and consequential experiments and measurements to the application of innovated slide contacts. The innovation is based on application Teflon on the slide contact's components. In this project there are presented results from measurements with application of innovated brushes „sT“, brush holders with „sT“ and new conception of slide contact with auxiliary teflon brush on DC machine. Next part is about innovation of trolley-bus traction collector, which was used on trolley-bus and results of its laboratory experiments. The last part presents results of long term experiments with "sT" technology, which was applicated in a few variants of industrial usage.

Object of this document is possibility of using piston steam engine (later only SE) in steam boiler plant, heating plant and steam reduction station. There is implemented a thermodynamic suggestion of SE for defined parameters of mechanical power 20 kW, frequency 1500 cpm, input steam pressure 1,5 MPa and warmth inside steam condenser 105 °C. There are implemented the main construction segments of SE with a view to steam distribution system. For determine a shape of work diagram SE (p-V diagram), there was created a supportive programme in Excel. The programme serves as the basis of determination of motor stroke volume and basis of determination of main dimensions.

Master’s thesis deals with the description of cranktrain friction and presents and describes experimental cranktrain friction loss evaluations and computational cranktrain friction loss evaluations. The main problem is the creating software solution of selected computational friction loss evaluations that leads to calculation of cranktrain friction losses. Master’s thesis describes chosen computational friction loss methods and the subsequent creation of the software solution. After application on chosen internal combustion engine, it evaluates the results and draws conclusions about functionality of the software solution.