The work presented in this thesis investigated interactions of selected biophysical processes that affect zooplankton ecology at smaller scales. In this endeavour, the extent of changes in swimming behaviour and fluid disturbances produced by swimming Daphnia in response to changing physical environments were quantified. In the first research question addressed within this context, size and energetics of hydrodynamic trails produced by Daphnia swimming in non-stratified still waters were characterized and quantified as a function of organisms’ size and their swimming patterns. The results revealed that neither size nor the swimming pattern of Daphnia affects the width of induced trails or dissipation rates. Nevertheless, as the size and swimming velocity of the organisms increased, trail volume increased in proportional to the cubic power of Reynolds number, and the biggest trail volume was about 500 times the body volume of the largest daphnids. Larger spatial extent of fluid perturbation and prolonged period to decay caused by bigger trail volumes would play a significant role in zooplankton ecology, e.g. increasing the risk of predation. The study also found that increased trail volume brought about significantly enhanced total dissipated power at higher Reynolds number, and the magnitudes of total dissipated power observed varied in the range of (1.3-10)X10-9 W. Furthermore, this study provided strong evidence that swimming speed of Daphnia and total dissipated power in Daphnia trails exceeded those of some other selected zooplankton species. In recognizing turbulence as an intrinsic environmental perturbation in aquatic habitats, this thesis also examined the response of Daphnia to a range of turbulence flows, which correspond to turbu-lence levels that zooplankton generally encounter in their habitats. Results indicated that within the range of turbulent intensities to which the Daphnia are likely to be exposed in their natural habitats, increasing turbulence compelled the organisms to enhance their swimming activity and swim-ming speed. However, as the turbulence increased to extremely high values (10-4 m2s-3), Daphnia began to withdraw from their active swimming behaviour. Findings of this work also demonstrated that the threshold level of turbulence at which animals start to alleviate from largely active swimming is about 10-6 m2s-3. The study further illustrated that during the intermediate range of turbu-lence; 10-7 - 10-6 m2s-3, kinetic energy dissipation rates in the vicinity of the organisms is consistently one order of magnitude higher than that of the background turbulent flow. Swarming, a common conspicuous behavioural trait observed in many zooplankton species, is considered to play a significant role in defining freshwater ecology of their habitats from food exploitation, mate encountering to avoiding predators through hydrodynamic flow structures produced by them, therefore, this thesis also investigated implications of Daphnia swarms at varied abundance & swarm densities on their swimming kinematics and induced flow field. The results showed that Daphnia aggregated in swarms with swarm densities of (1.1-2.3)x103 L-1, which exceeded the abundance densities by two orders of magnitude (i.e. 1.7 - 6.7 L-1). The estimated swarm volume decreased from 52 cm3 to 6.5 cm3, and the mean neighbouring distance dropped from 9.9 to 6.4 body lengths. The findings of this work also showed that mean swimming trajectories were primarily horizontal concentric circles around the light source. Mean flow speeds found to be one order of magnitude lower than the corresponding swimming speeds of Daphnia. Furthermore, this study provided evidences that the flow fields produced by swarming Daphnia differed considerably between unidirectional vortex swarming and bidirectional swimming at low and high abundances respectively.

In this work has been examined, how the existing model of the simulation of cables and hoses can be advanced. Therefore an investigation has been made on the main influences to the shape simulation and the factors of constraints and side conditions were analyzed. For the validation of the accuracy, the simulation has to be compared to real specimen behavior. To obtain a very precise digitalization of the shape, the choice was made to use a laser scanner that converts the pointcloud into a .vrml file which can be imported into the simulation environment. The assumption was that the simulation method itself has the highest impact to the simulated shape. This is why the capabilities of the most sophisticated methods have been analyzed. The main criterion for the success of a simulation approach proved not to be accuracy, as expected. Process integration and usability showed to be of higher interest for the efficient exertion. Other factors like the pricing, the functionality and the real-time capability were assayed as well. The analyzed methods are based on the solution of the equations of elasticity with different ways of discetization, finite-elements and a spring-impulse-system. Since the finite-element-system takes several minutes for the computation of the shape and the spring-impulse-system reacts retarded on user manipulation, the competitiveness of these approaches is low. The other methods distinguish more in real-time performance, data interfaces and functionality than in accuracy. For the accuracy of a system, the consideration of other factors proved to be very important. As one of these main factors, the accurate assignment of the material properties was indicated. Until the start of this work, only the finite-element-approach dealt with this factor, but no documentation or validation is provided. In the publications of the other methods, the material properties are estimated to obtain a plausible simulation shape. Therefore the specific material values of real specimen have been measured and assigned to the simulation. With the comparison to the real shape it has been proven that the accuracy is very high with the measured properties. Since these measurements are very costly and time consuming, an investigation on a faster and cheaper way to obtain these values has been made. It has been assumed that with the knowledge of the cross-section it should be possible to compute the specimen behavior. Since the braid distribution changes individually from specimen to specimen, a more general way to obtain the values needed to be found. The program composer has been developed, where only the number of the different braids and the taping is entered. It computes with very high precision the stiffness, the density and the final diameter of the bundle. With the measured values and the fitting to the real shape it has been proven that the simulation approach reflects the precise behavior of cables and hoses. Since the stiffness of the single braids is wasteful to measure, a measurement setup was created where the stiffness has a large impact to the shape. With known density, the stiffness of the specimen can be reconstructed precisely. Thus a fast and beneficial way of obtaining the stiffness of a cable has been invented. The poissons ratio of cables and bundles cannot be measured with a tensile test, since the inner structure is very complex. For hoses, the variation of the inner diameter has been measured during the tensile test as well. The resulting values were reasonable, but their accuracy could not be proven. For cables and hoses, it has been tried to obtain the poissons ratio via the computation of the cross section, but the influence of individual changes and the crosstalk of the braids is very high. Therefore a setup was constructed where the torsion stiffness can be measured. For cables and hoses, the individual cross-sections and taping lead to varying results. For hoses, expected and repeatable good values for the poissons ratio were obtained. The low influence of the poisons ratio in the range between 0 and 0.5 has been proven. Therefore we decided to follow the advice of [Old06] and our own experiences to set the poisons ratio for cables and bundles to 0.25. With the knowledge of the measurability and the capabilities of the developed program composer, a procedure to obtain material properties for bundles has been designed. 1. Measurement of the braid density with via pyknometer or mass, length and diameter. 2. Empirical reconstruction of the stiffness with the designed setup. 3. Composing the bundle with the program composer. 4. Adding a factor for the taping and transfer the values to the simulation. The model of the cable simulation has been improved as follows: The main influences in the simulation of cables and hoses are the simulation method, the material properties and the geometric constraints. To obtain higher accuracy, an investigation on the correct material properties is indispensable. The scientific determination of material properties for the simulation of cables, bundles and hoses has been performed for the first time. The influence of geometrical constraints has been analyzed and documented. The next steps are the analysis of pre-deformation and further investigations to the determination of the poisons ratio with a more precise torsion test. All analysis were made with the simulation approach fleXengine. A comparison to other simulation methods would be of high interest.

Will Eisners Graphic Novels zeugen von einer tiefgehenden Identitifation mit dem Judentum als Volkszugehörigkeit, Religion und Kultur und spiegeln das Judentum in all seinen Facetten wider. Dabei ist besonders hervorzuheben, dass die Entwicklung des Gesamtwerks parallel verläuft zur Geschichte der Emanzipation der jüdischen Bevölkerung in New York City. Der Band clustert die jüdischen Aspekte in Eisners Werk in beispielsweise Faktoren kollektiver Erinnerung, Umgang mit und Kampf gegen Antisemitismus und religiöse Besonderheiten.

Die Forschung im Bereich der modellbasierten Objekterkennung und Objektlokalisierung hat eine vielversprechende Zukunft, insbesondere die Gebäudeerkennung bietet vielfaltige Anwendungsmöglichkeiten. Die Bestimmung der Position und der Orientierung des Beobachters relativ zu einem Gebäude ist ein zentraler Bestandteil der Gebäudeerkennung. Kern dieser Arbeit ist es, ein System zur modellbasierten Poseschätzung zu entwickeln, das unabhängig von der Anwendungsdomäne agiert. Als Anwendungsdomäne wird die modellbasierte Poseschätzung bei Gebäudeaufnahmen gewählt. Vorbereitend für die Poseschätzung bei Gebäudeaufnahmen wird die modellbasierte Erkennung von Dominosteinen und Pokerkarten realisiert. Eine anwendungsunabhängige Kontrollstrategie interpretiert anwendungsspezifische Modelle, um diese im Bild sowohl zu lokalisieren als auch die Pose mit Hilfe dieser Modelle zu bestimmen. Es wird explizit repräsentiertes Modellwissen verwendet, sodass Modellbestandteilen Bildmerkmale zugeordnet werden können. Diese Korrespondenzen ermöglichen die Kamerapose aus einer monokularen Aufnahme zurückzugewinnen. Das Verfahren ist unabhängig vom Anwendungsfall und kann auch mit Modellen anderer rigider Objekte umgehen, falls diese der definierten Modellrepräsentation entsprechen. Die Bestimmung der Pose eines Modells aus einem einzigen Bild, das Störungen und Verdeckungen aufweisen kann, erfordert einen systematischen Vergleich des Modells mit Bilddaten. Quantitative und qualitative Evaluationen belegen die Genauigkeit der bestimmten Gebäudeposen. In dieser Arbeit wird zudem ein halbautomatisches Verfahren zur Generierung eines Gebäudemodells vorgestellt. Das verwendete Gebäudemodell, das sowohl semantisches als auch geometrisches Wissen beinhaltet, den Aufgaben der Objekterkennung und Poseschätzung genügt und sich dennoch an den bestehenden Normen orientiert, ist Voraussetzung für das Poseschätzverfahren. Leitgedanke der Repräsentationsform des Modells ist, dass sie für Menschen interpretierbar bleibt. Es wurde ein halbautomatischer Ansatz gewählt, da die automatische Umsetzung dieses Verfahrens schwer die nötige Präzision erzielen kann. Das entwickelte Verfahren erreicht zum einen die nötige Präzision zur Poseschätzung und reduziert zum anderen die Nutzerinteraktionen auf ein Minimum. Eine qualitative Evaluation belegt die erzielte Präzision bei der Generierung des Gebäudemodells.