Thermcapillary convection has been known as the dominant force in the flow and heat transfer during metals processings such as welding, drilling, cutting, and crystial growth, etc. Convection in the molten metal is typically vigorous and significant to the results of the process, in that it affects the size and shape of the pool, heat transfer, mixing of solutes, and ultimately microstructure of the finished product. In a melting or solidification process, thermocapillary effects may induce variations in local heat transfer, melting or solidification rates at the solid-liquid interface. thermocapillary flow originates at the hot wall and forms a surface layer along the free surface. The surface layer is driven by the thermocapillary force balanced by viscous stress. This region is followed by a region where the thermocapillary driving force has diminished due to a reduced temperature gradient. steady-state convection induced by thermocapillary and buoyant forces near a corner region of an enclosure having an inclined wall is numerically studied.Introducing an immobilizationt transformation, the shapes of the free surface subject to an incident flux are predicted by simultaneously solving mass, momentum and energy equations in the liquid and energy equation in the surrounding solid. The results provide a deep insight into local heat transfer, melting ¡Nsolidification rates at the solid-liquid interface and defects such as rippling, undercutting, humping, porosity, segregation, etc.

This thesis presents the results of open stope stability and dilution research which focused on evaluating and quantifying stress, undercutting, blasting and exposure time and their effect on open stope stability and dilution. Open stope mining is the most common method of underground mining in Canada. Unplanned stope dilution is a major cost factor for many mining operations. Significant advances in empirical stability and dilution design methods have improved our ability to predict probable dilution from open stoping operations. However, some of the factors that influence hanging wall dilution are either ignored or assessed in purely subjective terms in existing designs. This thesis attempts to quantify these factors, from a geomechanics perspective, to assist in predicting and minimizing dilution. A comprehensive database was established for this study based on two summers of field work. Site geomechanics rock mass mapping and classification were conducted and case histories were collected from Cavity Monitoring System (CMS) surveyed stopes from Hudson Bay Mining and Smelting Co. Ltd. (HBMS) operations. The stope hanging wall (HW) zone of stress relaxation was quantified based on extensive 2D and 3D numerical modelling. Stress relaxation was linked to the stope geometry and the degree of adjacent mining activity. The influence of undercutting on stope HW stability and dilution was analysed using the case histories collected from HBMS mines. An undercutting factor (UF) was developed to account for the undercutting influence on stope HW dilution. Numerical simulations were conducted to provide a theoretical basis for the undercutting factor. A relationship was observed between the degree of undercutting, expressed by the UF term and the measured dilution. Many factors can significantly and simultaneously affect a blast performance, which may result in blast damage to stope walls. Major blasting factors which influence stope HW stability were identified. The influence of blasting on stope HW stability and dilution was evaluated based on the established database. The HBMS database, Bieniawskis stand-up time graph, as well as Geco mine case histories were used to evaluate the influence of exposure time on stope stability and dilution. Relating increased mining time to increased dilution allows the mining engineer to equate mining delays to dilution costs. Each of the factors assessed in this study was studied independently to assess its influence on stope dilution, based on the HBMS database. The factors influencing dilution often work together, so a multiple parameter regression model was used to analyze the available parameters in the HBMS database. The findings of this research greatly improve an engineers ability to understand and to predict the influence of mining activities and stoping plans on hanging wall dilution.

This thesis presents the results of open stope stability and dilution research which focused on evaluating and quantifying stress, undercutting, blasting and exposure time and their effect on open stope stability and dilution. Open stope mining is the most common method of underground mining in Canada. Unplanned stope dilution is a major cost factor for many mining operations. Significant advances in empirical stability and dilution design methods have improved our ability to predict probable dilution from open stoping operations. However, some of the factors that influence hanging wall dilution are either ignored or assessed in purely subjective terms in existing designs. This thesis attempts to quantify these factors, from a geomechanics perspective, to assist in predicting and minimizing dilution. A comprehensive database was established for this study based on two summers of field work. Site geomechanics rock mass mapping and classification were conducted and case histories were collected from Cavity Monitoring System (CMS) surveyed stopes from Hudson Bay Mining and Smelting Co. Ltd. (HBMS) operations. The stope hanging wall (HW) zone of stress relaxation was quantified based on extensive 2D and 3D numerical modelling. Stress relaxation was linked to the stope geometry and the degree of adjacent mining activity. The influence of undercutting on stope HW stability and dilution was analysed using the case histories collected from HBMS mines. An undercutting factor (UF) was developed to account for the undercutting influence on stope HW dilution. Numerical simulations were conducted to provide a theoretical basis for the undercutting factor. A relationship was observed between the degree of undercutting, expressed by the UF term and the measured dilution. Many factors can significantly and simultaneously affect a blast performance, which may result in blast damage to stope walls. Major blasting factors which influence stope HW stability were identified. The influence of blasting on stope HW stability and dilution was evaluated based on the established database. The HBMS database, Bieniawskis stand-up time graph, as well as Geco mine case histories were used to evaluate the influence of exposure time on stope stability and dilution. Relating increased mining time to increased dilution allows the mining engineer to equate mining delays to dilution costs. Each of the factors assessed in this study was studied independently to assess its influence on stope dilution, based on the HBMS database. The factors influencing dilution often work together, so a multiple parameter regression model was used to analyze the available parameters in the HBMS database. The findings of this research greatly improve an engineers ability to understand and to predict the influence of mining activities and stoping plans on hanging wall dilution.

To further understand bank undercutting processes that occur in the Petitcodiac River estuary (New Brunswick, Canada), the erosion of sediment cores obtained at the base of the estuary banks was studied by testing for the critical shear stress and erosion rates in a laboratory flume. It was found that there is variation in the erodibility of the sediment with depth horizontally into the bank over the depths tested. The bank cores were shown to erode in distinct layers, with the erosion of extremely weak layers occurring at rates that were an order of magnitude higher than the rates of adjacent resistant layers. Bed cores obtained at the toe of the bank were also tested and similar variability in sediment erodibility was found with vertical depth into the bed. Sediment properties of the cores, including particle size distribution, bulk density, water content, and organic content were compared to the erodibility of the sediment. Additional investigations included observations of the Petitcodiac River estuary bank movement through GPS surveys and erosion pin monitoring, as well as testing for the presence of biological sediment-stabilization factors, and changes in particle size and mineralogy on the river bank.

The undercutting of toneholes has been practised for centuries with the aim of improving the tuning and playability of woodwind instruments. The influence of undercutting on tuning can be understood in terms of linear acoustic theory. Its effect on other playing characteristics is thought to lie in its reduction of local non-linear flow phenomena (boundary layer separation and the formation of jets and vortices) at the tonehole. Particle Image Velocimetry (PIV) is used to examine the oscillating airflow around a model woodwind tonehole. Velocity and vorticity information is obtained and compared for a square-edged tonehole and an undercut tonehole at a variety of sound levels. The upstream, internal edge of the tonehole is found to be the location of the most significant local non-linear flow behaviour. Undercutting is found to reduce the strength of local non-linear flow phenomena at a given sound level. Microphone measurements carried out in a reverberation chamber show that undercutting the tonehole also reduces the harmonic distortion introduced to the radiated pressure signal by the non-linear flow. Proper Orthogonal Decomposition (POD) is then applied to PIV data of oscillating flow at the end of a tube. It is used to approximately separate the acoustic field from the induced local non-linear flow phenomena. The POD results are then used to approximate the percentage of kinetic energy present in the non-linear flow. POD analysis is applied to the case of flow around the two toneholes. It shows a smaller transfer of kinetic energy to non-linear flow effects around the undercut tonehole at a given sound level. The dependence of the local non-linear flow kinetic energy on Strouhal number is considered.

No description available.

Future sea level rise associated to global warming is one of the greatest societal and environmental challenges of tomorrow. A large part of the contribution comes from glaciers and ice sheets discharging ice and meltwater into the ocean and the recent worldwide increase is worrying. Future predictions of sea level rise try to encompass the complex processes of ice dynamics through glacier modelling but there are still large uncertainties due to the lack of observations or too coarse parameterisation, particularly for processes occurring at the glacier interfaces with the bed (sliding) and with the ocean (calving). This thesis focuses on modelling these processes from two marine-terminating glaciers in Svalbard, Kronebreen and Tunabreen. By inverting three years of high temporal resolution time-series of surface velocities on Kronebreen, basal properties are retrieved with the ice flow model Elmer/Ice in Paper I. Results suggest that surface melt during the summer greatly influences the dynamics of the following season and that sliding laws for such glaciers should be adapted to local and global processes changing in space and time. The subglacial drainage system, fed by the surface melt, is modelled in Paper II during two melting seasons. Results show different configurations of efficient and inefficient drainage systems between years and the importance of using a sliding law dependent on spatio-temporal changes in effective pressure. The interaction with the ocean is incorporated in Paper III by combining a series of models, including an ice flow model, a plume model and a particle model for discrete calving and compares the output with observations. Results show the importance of glacier geometry, sliding and undercutting on calving rate and location. However, more observations and analytic methods are needed. Time-lapse imagery placed in front of Tunabreen have been deployed and a method of automatic detection for iceberg calving is presented in Paper IV. Results show the influence of the rising plume in calving and the front destabilisation of the local neighbourhood.

Situé à l’intersection de grands mouvements en philosophie morale, comme la renaissance du réalisme non naturaliste et l’affirmation d’un scepticisme épistémologique moral, ce mémoire se propose d’interroger la fiabilité des intuitions morales à la lumière des récentes découvertes effectuées en neuroscience, psychologie morale et théorie de l’évolution. Ne pouvant recouvrir l’intégralité des conceptions de l’intuition et de la justification morales, ce mémoire se penchera prioritairement sur l’intuitionnisme éthique prôné par Michael Huemer. Solution alléguée au scepticisme épistémologique moral, l’intuitionnisme de Huemer garantit une justification prima facie aux énoncés moraux, une propriété conférée par le principe du conservatisme phénoménal. Profitant aux intuitions morales de tous niveaux de généralité, cette justification prima facie peut toutefois être défaite, comme le supposent les arguments étiologiques proximaux et distaux. Au cours de ce mémoire, je défendrai l’idée qu’une majorité d’intuitions morales, telles que conçues par Huemer, sont effectivement défaites par la voie étiologique. D’une part, je tenterai de montrer que l’hypothèse du double système, bénéficiant désormais d’un vaste soutien empirique, n’est pas compatible avec la conception huemérienne des intuitions morales. En l’occurrence, la « trolleyologie » de Joshua Greene, le « Modèle intuitionniste social » de Jonathan Haidt ainsi que les procédés heuristiques seront mobilisés à des fins argumentaires. D’autre part, je tenterai de montrer que la critique généalogique évolutionnaire de Street jette le doute sur une grande partie des intuitions morales, principalement les intuitions morales substantives (non formelles). Comme le soutient Street, l’incapacité du réaliste à rendre compte de la relation entre les vérités évaluatives postulées et les pressions évolutives constitue une raison convaincante d’abandonner le réalisme moral. Ayant présenté deux types d’arguments étiologiques, l’un psychologique et l’autre évolutionnaire, je conclus que seules les intuitions morales formelles et métadiscursives sont réellement susceptibles d’éviter la charge du sceptique épistémologique. / Located at the intersection of a great many philosophical movements, such as the rebirth of non-naturalist realism and the affirmation of moral epistemological skepticism, this master’s thesis interrogates the reliability of moral intuitions in light of recent advancements in neuroscience, moral psychology and evolutionary theory. While there are various ways to conceive of moral intuition and justification, this thesis will prioritize a version of ethical intuitionism defended by Michael Huemer. Put forward as a solution to moral epistemological skepticism, Huemer’s intuitionism guarantees prima facie justification to moral propositions, a property conferred by the principle of phenomenal conservatism. While intuitions of every level of generality can benefit from such prima facie justification, this very type of justification is susceptible to defeat, as suggested by proximal and distal debunking arguments. Throughout this master’s thesis, I will defend the claim that a majority of moral intuitions, as conceived by Huemer, are effectively defeated by means of debunking arguments. On the one hand, I will try to demonstrate that the dual-process hypothesis, which is widely supported, is not compatible with Huemer’s conception of moral intuitions. In order to substantiate this view, I will draw from Joshua Greene’s “trolleyology”, Jonathan Haidt’s “Social Intuitionist Model” and recent work on moral heuristics. On the other hand, I will attempt to show that Street’s evolutionary debunking argument throws significant doubt on a large portion of moral intuitions, mostly the ones which are substantial (non-formal). As Street purports, the realist’s incapacity to explain the relation between posited evaluative truths and evolutionary pressures constitutes a strong reason to reject moral realism. Having presented two types of debunking arguments, one psychological and the other evolutionary, I conclude that only formal and metadiscursive moral intuitions are really susceptible to avoid the charge of the epistemological sceptic.

The diploma thesis processes project documentation in the stage of construction for modernization of an apartment house near the center on the street Vlhká 22 in Brno. The building is divided into four residential floors and nonresidential basement and attic. On the first floor there are two residential units and the other four residential units. The foundation structures are made of solid bricks. The vertical load-bearing and non-load-bearing structures are also made of solid bricks. Exceptionally drywall partitions. In the basement, the ceiling structures are made of brick barrel vaults, above the above-ground floors there are wooden beamed ceilings. The roof structure of the building is made of purlin system with standing stool and covering of ceramic roof tiles. Three additional housing units will be built in the attic. In the basement, the masonry will be undercut by a chain saw, partly by pressure grouting and partly by a new layer with a waterproofing layer. All wood-beamed ceilings will be replaced with prefabricated ceiling beams with aerated concrete inserts without overhead slab. The garden part of the building will be insulated with mineral wool. The roof structure will be constructed from the street side as a shed roof and in the garden part a flat roof with a gradient layer of expanded polystyrene thermal insulation and a waterproofing layer of thermoplastic poleolefin.