Braunkohle ist aktuell immer noch ein wichtiger Rohstoff für die Energieversorgung in Deutschland. Ein großes Abbaugebiet befindet sich in Nordrhein-Westfalen. Im sogenannten rheinischen Braunkohlenrevier liegen mächtige Braunkohleflöze, welche seit einigen Jahrzehnten im Tagebaubetrieb abgebaut werden. Allerdings fallen auch große Mengen an Abraum (die Deckschichten über der Braunkohle) an, welche meist auf der, dem Abbauort, gegenüberliegenden Seite, wieder verkippt werden. Dort bilden die verkippten Massen eine Böschung, die im Fall des Tagebaus Hambach ein Böschungssystem mit über 400m Höhe erreicht hat. Diese sich ständig verändernden Böschungen müssen, wie alle hohen Böschungen, durch Fachpersonal auf ihre Standsicherheit überprüft werden. Für diese Standsicherheitsberechnungen bedarf es Kennwerte, u. a. die undrainierte Scherfestigkeit für die Nachweise der kurzfristigen Standsicherheit, für die vorliegenden verkippten Böden. Diese liegen nach der Verkippung meist heterogen vor und verändern durch eine fortschreitende Konsolidation ihren Zustand. Diese Arbeit beschäftigt sich mit der Bestimmung des Kennwertes der undrainierten Scherfestigkeit in fein- und gemischtkörnigen Böden. Dazu werden zunächst die Klassifikations- und Zustandseigenschaften während der Verkippung der Böden für die in den Tagebauen Inden und Hambach verwendeten Materialklassen vorgestellt. Dabei wird auch auf die Besonderheiten der Böden im Tagebau, wie z.B. die Zustandsänderung während des Transportes oder die vorliegende Heterogenität, eingegangen. Es werden analytische und numerische Prognosemodelle zur Bestimmung der undrainierten Scherfestigkeit vorgestellt. Die Grundlage dieser Modelle bilden die Konsolidationstheorien, mit welchen sich die Zustandsvariablen, wie die Porenzahl oder die effektive Spannungen, berechnen lassen. Über verfügbare Stoffmodelle, wie z.B. das hypoplastische Modell nach Mašín können anhand der Zustandsvariablen die undrainierten Scherfestigkeiten abgeleitet werden. Mit den in dieser Arbeit verwendeten Modellen lassen sich undrainierte Scherfestigkeitskennwerte zu verschiedenen Zeitpunkten prognostizieren, mit denen wiederum z.B. Standsicherheitsberechnungen von Böschungen durchgeführt werden können. Die statistischen Auswertungen der Klassifikationseigenschaften und Zustände erlauben eine Beurteilung von im Tagebaubetrieb häufig verwendeten Kennwerten (z.B. Fließgrenze oder Wassergehalt) und deren Streubreiten innerhalb der Materialklassen. / Lignite was and still is an essential source for producing energy in Germany. One huge extraction site is located in North-Rhine-Westphalia (in between Mönchengladbach, Cologne and Aachen). The so called Rhenish lignite district contains very thick lignite deposits, which are mined in open pit mines since a few decades. There are huge overburdens (on top on the lignite) which are transported and dumped on the opposite to the excavation side. The dumped soil masses create slope systems, that can amount to 400m of height (in open pit mine Hambach). These large slopes undergo permanent changes and have to be assessed considering their safety and stability by specialists. Characteristic properties regarding shear strength of the heterogeneous fine- and mixed grained soils are required for such calculations. The main challenge is the description of the state of the soil, as it is permanently changing due to consolidation. One essential characteristic is the undrained shear strength. The main focus of this thesis is the determination of the undrained shear strength. Therefore, the soil properties are determined with classification tests and the state of the soils at the time of dumping is assessed. The results are categorised using the material classes of the open pit mines Inden and Hambach. The particularities of dumped soils in open pit mines are shown, for instance the change of state during transport or the heterogeneity. Moreover, analytical and numerical models are employed to predict the undrained shear strength. The basis of all these models are consolidation theories, which are applied to determine the state variables such as void ratio and effective stresses. The undrained shear strength can then be predicted by using constitutive models such as the hypoplastic model for clays according Mašín. Using the approach presented in this thesis the undrained shear strength can be predicted and employed for example for slope stability analyses. The statistic evaluation of the soil properties allows a review of the soil characteristics that are typically employed in open pit mining. Furthermore, the scattering of properties of the material classes in the open pit mines can be assessed.

The subject of mental illness and the various disorders associated with it, is frequently sensationalized and capitalized upon in visual art forms. In cinema, many narratives have addressed or challenged public conceptions of mental illnesses, raising concerns about socially relatable consequences such as stigma. The main body of this thesis is structured around mental health educational films produced for didactic use within the United States during the 1950s. Following the end of the Second World War, the formation of the United Nations and the proclamation of the Universal Declaration of Human Rights in the late 1940s, the 1950s is argued to constitute a shift in approach on how mental health treatment was to be presented to the public. Topics such as illness, post-war, stigma and institutionalization are explored in three case studies – Man to Man (Irving Jacoby, 1953), Mental Hospital (Leyton Mabrey, 1953), and Back Into the Sun (Fergus McDonell, 1958).

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In order to elucidate the progression mechanism of cavitation erosion, the behaviors of a single cavitation bubble collapse near a pit on a wall and both the resulting pressure wave in fluid and stress wave in material are investigated in detail. To find out the mechanism of cavitation erosion, many experimental studies on the bubble collapse behavior near a flat rigid wall and the resulting material damage have been conducted so far. A lot of numerical studies using only fluid analysis have been also carried out. In recent years, a few studies on the bubble collapse near a more complex geometry were made and it is reported that more complex geometry has an effect on the bubble collapse behavior, jet formation and subsequent wave dynamics. It is, however, very challenging to introduce a material analysis and investigate detailed stress wave propagation in the material and its effect on the material damage i.e. cavitation erosion. This study tackles this problem using an in-house fluid/material two-way coupled numerical analysis method which considers reflection and transmission of plane waves with acoustic impedance at the fluid/material boundary. In the fluid domain, the locally homogeneous model of compressible gas-liquid two-phase medium is used for capturing the gas-liquid interface. The compressibility of two-phase flow is also considered in this model so that the propagation of pressure wave can be also be taken into account. The governing equations are the 3D compressible gas-liquid two-phase Navier-Stokes equations. In the material domain, the governing equations are composed of the motion equations and the time-differential constitutive equations assuming that the material is a homogeneous isotropic elastic medium, which can simulate the stress wave propagation in the material. Results show that the stress waves are concentrated at the bottom of the pit regardless of the initial bubble position. It is also found that the surface pressure in the fluid side does not necessarily correlate with the stresses in the material, suggesting the importance of material analysis. Moreover, under high pressure conditions, a rapid bubble collapse causes a gas phase generation at the bottom of the pit and its gas phase is contracted and collapsed by the pressure wave, which leads to pressure and stress peaks at the bottom of the pit. Furthermore, through the study of the effect of initial bubble position on its collapse behavior, it is confirmed that, when the initial bubble position is shifted horizontally, bubble collapses asymmetrically and the pressure waves tend to be directed away from a pit. This research numerically reveals that a single bubble collapse near a pit on a wall results in high strain energy concentration at the bottom of the pit, which gives rise to deeper erosion progression at the bottom of the pit. / För att klargöra framstegsmekanismen för kavitationserosion kollapsar beteendet hos en enda kavitationsbubbla nära en grop på en vägg och både den resulterande tryckvågen i vätska och stressvåg i material undersöks i detalj. För att ta reda på mekanismen för kavitationserosion har många experimentella studier av bubblans kollapsbeteende nära en platt styv vägg och den resulterande materialskada genomförts hittills. Många numeriska studier med endast vätskeanalys har också genomförts. Under de senaste åren gjordes några studier om bubblans kollaps nära en mer komplex geometri och det rapporteras att mer komplex geometri har en effekt på bubblans kollapsbeteende, strålbildning och efterföljande vågdynamik. Det är dock mycket utmanande att införa en materialanalys och undersöka detaljerad spänningsvågförökning i materialet och dess inverkan på materialskadorna, dvs. kavitationserosion. Denna studie hanterar detta problem med hjälp av en inbyggd tvåvägs kopplad numerisk analysmetod som tar hänsyn till reflektion och överföring av plana vågor med akustisk impedans vid vätska / materialgränsen. I fluiddomänen används den lokalt homogena modellen av tvåfasmedium för komprimerbar gas-vätska för att fånga gas-vätskegränssnittet. Komprimerbarheten av tvåfasflöde beaktas också i denna modell så att utbredningen av tryckvågen också kan beaktas. De styrande ekvationerna är de 3D-komprimerbara tvåfasiga gasvätska Navier-Stokes-ekvationerna. I materialdomänen är de styrande ekvationerna sammansatta av rörelseekvationer och tidsdifferentialkonstitutiva ekvationer förutsatt att materialet är ett homogent isotropiskt elastiskt medium, vilket kan simulera spänningsvågutbredningen i materialet. Resultaten visar att stressvågorna är koncentrerade längst ner i gropen oavsett den ursprungliga bubbelpositionen. Man har också funnit att yttrycket i vätskesidan inte nödvändigtvis korrelerar med spänningarna i materialet, vilket tyder på vikten av materialanalys. Vidare orsakar en snabb bubbelskollaps under högtrycksförhållanden en gasfasgenerering vid botten av gropen och dess gasfas dras samman och kollapsas av tryckvågen, vilket leder till tryck och spänningstoppar vid botten av gropen. Vidare bekräftas det genom studien av effekten av den ursprungliga bubbelpositionen på dess kollapsbeteende att när den ursprungliga bubbelpositionen förskjuts horisontellt kollapsar bubblan asymmetriskt och tryckvågorna tenderar att riktas bort från en grop. Denna undersökning avslöjar numeriskt att en enda bubbla kollapsar nära en grop på en vägg resulterar i hög spänningsenergikoncentration längst ner i gropen, vilket ger upphov till djupare erosionsprogression längst ner i gropen.

Freshwater mussels (Unionidae) in the United States have experienced dramatic declines, and 25% species are listed as federally endangered. Hence, recovery plans for endangered species proposed a strategy of propagation of young mussels for release to natal rivers to augment declining populations. In this study, I conducted laboratory experiments, assessed site suitability for mussel restoration, and evaluated survival and growth rates of released mussels to meet the requirements of recovery plan. I conducted multiple experiments to develop an improved protocol for juvenile mussel propagation and culture. Significantly greater survival and growth rates were found in newly metamorphosed juveniles of the rainbow mussel (Villosa iris) reared in a substrate of fine sediment and one-month-old juveniles of wavy-rayed lampmussel (Lampsilis fasciola) fed on natural food in pond water. Bio-filter media greatly increased water quality by reducing the concentration of ammonia and nitrite. The negative impacts of flatworm predation and filamentous algae in juvenile culture were controlled, and juvenile escapement was prevented. Juvenile mussels were successfully produced and cultured to stockable size (>15 mm) for release. I released laboratory-propagated mussels at three historically important sites in Clinch and Powell rivers for the assessment of site suitability. Use of cages was the most effective method to determine site suitability because the free-released mussels (untagged, tagged) had low catchability. Mussels released at Horton Ford, Clinch River, exhibited significantly faster growth. Horton Ford is the most suitable site, while environmental conditions at Fugate Ford, Powell River, are deemed unsuitable for mussel restoration and recovery. To facilitate the detection of released mussels, I applied Passive Integrated Transponder tags to laboratory-produced juveniles of the endangered Cumberlandian combshell (Epioblasma brevidens) and released them near Brooks Bridge, Powell River. The detection probability increased above 98%. I developed a set of hierarchical Bayesian models incorporating individual variations, seasonal variations, periodic growth stages and growth cessation to estimate survival, detection probability and growth of released mussels in a changing environment. Mussels of E. brevidens exhibited great survival (> 99% per month) and growth, indicating suitable conditions for recovery of this endangered species at this site. / Ph. D.

The Staunton River is a high gradient, second order stream approximately 6 km in length located on the eastern slope of the Blue Ridge Mountains in Shenandoah National Park, VA. In June 1995, a catastrophic flood and debris flow altered the instream habitat and <i>Salvelinus fontinalis</i> population of the Staunton River. The debris flow scoured the streambed, deposited new substrate materials, removed trees from the riparian zone, and eliminated fish from a 1.9km section of the stream. By June 1998, both young-of-year (YOY) and age 1+ <i>S. fontinalis</i> had recolonized the debris flow affected area. The event provided a rare opportunity to examine recovery of the <i>S. fontinalis</i> population and instream habitat in addition to addressing potential effects of the debris flow on movement, activity, and growth of fish in the debris flow affected and unaffected areas of the stream. Post-recolonization movement and activity were monitored using two-way fish traps (weirs), mark-recapture techniques, and radio telemetry. The weirs failed to produce any movement data. Most fish (91%) in the mark-recapture study had range sizes less than 100m, however biases common to mark-recapture study designs (low recapture rate, flawed logic, etc.) hampered interpretation of results. For example, subsequent recapture of individually marked fish indicated that as many as 54% of marked fish confirmed to have been alive at the time of a recapture session were not recaptured. Radio telemetry provided information on <i>S. fontinalis</i> movement and activity at seasonal and diel scales during summer and fall. Differences in movement and activity between the debris flow affected and unaffected areas were minimal when compared to seasonal variations. During summer, range sizes were near 0m and crepuscular activity patterns were observed. During the fall range size increased and diel activity was concentrated in the mid-afternoon with a much higher peak than during summer. Basin-wide visual estimation technique (BVET) fish population surveys performed each spring and fall from 1993 = 1999 provided pre- and post-event fish population abundance and density estimates. Post-event fish growth in the debris flow affected and unaffected areas was monitored using mark-recapture techniques. Abundance and density of both YOY and age 1+ <i>S. fontinalis</i> exceeded pre-event levels within 2-3 years. Growth of YOY and age 1+ fish was significantly greater in the debris flow affected area until spring 1999. Population density appeared to have a strong negative influence on growth. The observed changes in fish growth and differences in fish size associated with population density would be of minimal importance to the typical angler but may suggest a mechanism by which <i>S. fontinalis</i> populations can quickly recover from catastrophic events. BVET habitat surveys provided information on total stream area, number of pools and riffles, pool and riffle surface area and depth, substrate composition, and large woody debris (LWD) before (1993), immediately following (1995), and four years post-event (1999). Immediately following the debris flow, the stream channel was highly disordered which resulted in an increase in the total number of habitat units and a decrease in average habitat unit surface area, total stream area, and average depth when compared with pre-event conditions. In addition, substrate composition had shifted from small to large diameter particles and LWD loading had increased in both debris flow affected and unaffected areas. Four years after the event, the total number of habitat units, average habitat unit surface area, total stream area, and average depth had all returned to near pre-debris flow levels and substrate composition had begun to shift towards smaller particle sizes. Changes in LWD loading from 1995-1999 reflected changes in the riparian zone following the debris flow. In the unaffected area, where riparian trees remained intact, LWD loading increased, whereas in the debris flow affected area, where riparian trees were eliminated, LWD loading decreased. For the most part the effects of the debris flow, although immediately dramatic, were in the long term minimal. The debris flow affected area was recolonized rapidly and abundance and density quickly rebounded past pre-event levels. Differences in fish growth between the affected and unaffected area were short lived. Any effect the debris flow affected area may have had on movement or activity was minimal when compared with seasonal variations. Most habitat characteristics reverted to near pre-event levels just four years after the flood and debris flow. Although a number of factors will influence recovery time from such events, these results indicate that immediate management action, such as stocking or habitat modifications, are not necessary in all cases. / Master of Science

Riparian wetlands may provide numerous ecosystem services, including water quality protection, food and fiber supply, wildlife habitat, and carbon sequestration. In recent years, riparian forests have received increased attention and funding for riparian forest restoration projects. Unfortunately, failures of riparian restoration efforts are likely due to mortality of planted trees. Tree mortality is commonly attributable to several factors, including selection of species that are not well suited to the wetland sites, inadequate planting densities, soil compaction associated with former agricultural activities, lack of microtopographic relief that allow small seedling to survive on wet sites, competition by herbaceous plants, and browse. Selection of well-suited species, dense planting and use of mechanical soil site preparations are all potential remedies to partially address success of wetland restoration plantings. Riparian restoration projects have historically been undertaken with goals of improving water quality and/or wildlife habitat, but in recent years there has been increased valuation of carbon sequestration. Carbon valuation appears to be increasing, but more research is needed to determine rates and pools of carbon accumulation in riparian areas. Our research quantifies forest establishment effects on multiple carbon pools in a densely planted, 12-year-old old-field riparian restoration. Our research evaluated the effects of four soil mechanical site preparations (bed, disk, pit, and mound and rip) and species selection (American sycamore (Platanus occidentalis) and willow oak, (Quercus phellos) on forest establishment and carbon storage across multiple pools, namely in planted trees, herbaceous vegetation, fine roots, organic soil horizons, and the mineral soil. At 12 years, we found that species selection was more important to carbon storage than site preparation. American sycamore was well suited to the site and had better survival than willow oak (64% vs 42% survival). American sycamore also stored more carbon across all site preparations than willow oak. Measured carbon storage averaged 74.8 Mg ha-1 for American sycamore treatments and 63.1 Mg ha-1 for willow oak treatments. The plots were densely planted (1.2 m (4ft) by 1.8 m (6ft) spacing), and forests were established even in higher mortality willow oak plots. These results indicate that high planting density is potentially a viable practice for establishing riparian forest cover, especially if desired species are marginally site suited or other survival inhibiting factors exist. / Master of Science / Riparian forests located within the floodplain of streams are known to protect stream water quality, provide wildlife habitat, and store carbon. Due to these benefits, trees may be replanted on riparian areas that were formerly used for agriculture. Unfortunately, trees planted on these restoration sites have often died. The tree mortality may be due to planting incorrect tree species that may struggle on wet floodplains, soil compaction from agricultural practices, not enough trees being planted, and restored floodplains lacking small, elevated areas common across natural wetlands known to favor tree rooting and survival. Reasonably, selecting species that are well suited to a specific site, planting trees more densely, and using plowing methods designed to break up compaction and create some relief in elevation would amend these issues. Traditionally, floodplain restorations have focused on improving water quality and providing habitat for wildlife, but the benefits of storing carbon have become increasingly valuable in recent years. While we know that wetlands store carbon, research is needed to examine how quickly and where carbon is stored. Our research quantifies forest establishment and carbon storage of very densely planted, 12-year-old American sycamore (Platanus occidentalis) and willow oak (Quercus phellos) plantations. This research examines the effects four soil tillage methods and tree species selection had on tree survival and carbon storage. Carbon storage was measured in vegetation, soil, and small roots. Twelve years after planting, species selection had a greater impact on carbon storage than soil tillage methods. No tillage method altered survival or total carbon after 12 years, but American sycamore was found to have better survival and more carbon than willow oak in all soil tillage treatments. Both species were successful in establishing planted forests on the floodplain, but the success was aided by the very high initial numbers of planted trees that ensured enough trees would survive on the site even after trees were lost to mortality. Creation of willow oak forests benefitted more from dense planting, as it was less suited to the site and more planted willow oaks died. We recommend tillage for compacted soil, selecting the most suitable tree species, and planting adequate numbers of trees.