Ship of Fools is a novel excerpt. The title comes from Plato’s Republic as well as the book Stultifera Navis by Sebastian Brant, published in 1494. There is also a painting by Hieronymus Bosch (c. 1490–1500) with the same name. Influences include Jungian psychology, Joseph Campbell’s “The Masks of God” series, and anthropological studies of Amazonian shamanism.

An experimental study of turbulent forced convection heat transfer to water flowing in a vertical annular passage is reported in this paper. The study investigates the influence of eccentricity (ranging from 0% to 80%) and diameter ratio (ranging from 1.5 to 4.0) upon the heat transfer phenomena occurring at the inner boundary of the annular passage. Dimensionless heat transfer parameters calculated from measurements made at the two locations corresponding to the maximum and minimum separation of the inner and outer boundaries of the annular passage are correlated in terms of the Reynolds number, the eccentricity and the diameter ratio. Analysis of the correlations indicates that eccentricity affects the heat transfer phenomena occurring at the two locations on the inner boundary of the annular passage in different fashions; increasing eccentricity causes the heat transfer to increase at the location corresponding to the maximum separation of the boundaries and causes the heat transfer to decrease at the location corresponding to the minimum separation of the boundaries. The magnitude of the increase or decrease in heat transfer is dependent upon the diameter ratio; at a particular level of eccentricity, the greater variations in heat transfer occur at the smaller diameter ratios. Ranges in which eccentricity does not influence heat transfer are found in connection with the larger diameter ratios. Moody friction factors calculated from measurements made with concentric annular passages are correlated as a function of Reynolds number. / Thesis / Master of Engineering (ME)

Mémoire numérisé par la Direction des bibliothèques de l'Université de Montréal.

Aquatic invasive species are a widespread issue throughout the central United States. Black Carp (Mylopharyngodon piceus) are an aquatic invasive species and are an issue due to their unknown ecological and biological impacts that they may cause to the environment that they invade. Determining movements of an aquatic invasive species such as dam passage or inter-river movement may aid in agency efforts to reduce the spread of an invasive or implement strategies to mitigate its potential expanding range. In this study, I used otolith microchemistry paired with water samples to infer movement and dam passage of Black Carp between eight study regions within the Mississippi River basin. A total of 127 Black Carp otoliths were used and 112 (88%) were classified as immigrants, 14 were classified as potential residents, and one otolith was vateritic so no inferences about movement could be made for that fish. Of the 112 fish classified as potential immigrants, 102 (91%) showed signs of upstream dam passage, and the average instance a Black Carp was inferred to move between rivers was 7 times during their lifetime (SD ± 6.23). These results show that Black Carp may exhibit frequent occurrences of inter-river movement throughout their lives and have high instances of dam passage associated with their movement. This paper presents the first confirming evidence of lock and dam passage by Black Carp, although the apparently expanding range of the species in recent years based on reported captures suggested that lock and dam passage had likely occurred. Evidence of frequent upstream movement and lock and dam passage suggests that future studies should evaluate the efficacy of potential deterrents at locks and dams for preventing or reducing upstream passage by Black Carp.

No description available.

De nombreux travaux ont démontré que l'utilisation des SHA réduit le taux d'infections nosocomiales. Cependant, la qualité de friction avec SHA a été rarement évaluée. Un des objectifs de ce travail est d'évaluer la qualité de friction et la tolérance cutanée aux SHA sur le long terme. Lors d'une utilisation intensive en milieu hospitalier, les conséquences du passage systémique de l'éthanol par pénétration cutanée ou par inhalation restent encore un sujet de débat. Le second objectif est d'évaluer l'exposition aux SHA, dans des conditions expérimentales, et dans les conditions réelles de travail en milieu hospitalier. Ce travail a démontré une baisse de la qualité de friction à trois ans de la formation. L'utilisation des SHA augmente l'hydratation de la peau. Les SHA sont tolérées par les soignants. Les mesures réalisées en laboratoire, ont montré que l'exposition a l'éthanol des SHA est de brève durée mais à des concentrations importantes. La quantification d'éthanol dans l'air ambiant d'une chambre de patient, durant 8 heures d'utilisation intensive de SHA, a montré que le patient et le soignant sont exposés à la même quantité de vapeurs d'éthanol, cependant cette quantité est inférieure à la valeur limite d'exposition professionnelle française. L'étude réalisée au CHU, a montré que l'exposition des soignants aux SHA à court terme, ne conduit pas à une absorption décelable de l'éthanol et de ses métabolites. La concentration d'éthanol dans l'air inhalé, reste inférieure aux valeurs limites réglementaires françaises. L'ensemble de ce projet se déroule sur 10 ans, il permettra de vérifier les possibles effets secondaires liés à l'utilisation des SHA sur le long terme / Previous studies have shown that the use of Acohol-Based Hand Rubs (ABHRs) has been associated with reduced rates of nosocomial infections. However, the quality of hand rubbing with ABHRs has rarely been evaluated. The first aim of this work is to evaluate the quality of hand rubbing and skin tolerance to ABHRs in the long term. The consequences of systemic passage of alcohol by inhalation or dermal absorption during intensive use of these products in hospitals remain a subject of debate. The second aim of our work is to assess the exposure of Healthcare Workers (HCWs) to ABHRs, under experimental conditions in the laboratory and under a real situation of work shift in hospital. Our study demonstrated a decrease in the quality of hand rubbing. The use of these products increases skin hydration. ABHRs are well tolerated by HCWs and do not dry the skin.The measurements made in the laboratory showed that exposure to ethanol during ABHRs handling is of short duration but at high concentrations. The quantification of ethanol in ambient air of a patient room for eight hours of ABHRS intensive use showed that the patient and HCW are exposed to the same amount of ethanol vapours. However this amount remains far inferior to the French guidelines for professional exposure limits to ethanol over 8 hours. The hospital study showed that exposure of HCWs to ABHR at short term does not lead to detectable absorption of ethanol and its metabolites. Quantification of ethanol vapour in the inhaled air remains well below the levels known to be toxic in humans. The whole project takes place over 10 years; it will verify the potential side effects associated with the ABHRs use for a long-term

Sistemas de irrigação geralmente são dimensionados negligenciando-se os cálculos das perdas localizadas de carga, o que muitas vezes causa desbalanço hidráulico deste sistema. A irrigação localizada possui muitas peças especiais para as quais, muitas vezes, não existem equações matemáticas que possibilitem o cálculo destas perdas. Este trabalho teve como objetivo o ajuste de equações que permitam o cálculo da perda localizada de carga para a passagem direta e outra para a passagem lateral, causada pela presença de conectores iniciais de linha. A perda de carga na passagem direta é causada pela área da protrusão do conector internamente à tubulação e a perda de carga na passagem lateral é causada pela mudança no perfil de escoamento da água ao passar pelo conector. Para as duas situações a perda localizada no conector foi obtida por diferença entre a perda distribuída de carga no tubo mais conector e a perda distribuída de carga no tubo sem conector. Foram utilizados 5 conectores em 5 diâmetros de tubulação de polietileno e 3 diâmetros de tubulação de PVC. Foi utilizada análise dimensional para o desenvolvimento das equações que para a passagem direta apresentou um coeficiente de determinação de 97,27% e para a passagem lateral o coeficiente de determinação foi de 96,26%. As duas equações desenvolvidas apresentaram um coeficiente ótimo de desempenho, sendo seu uso indicado para os limites testados neste trabalho. / Irrigation systems are generally dimensioned neglecting the calculation of the local head loss which often causes a hydraulic disbalance of this system. There are many special components on a trickle irrigation system to which there are not mathematical equations that allow the calculation of these head losses. This study aimed the adjustment of one equation for calculating the local head losses to the direct passage and one for the lateral passage, caused by the presence of initial connectors on the lateral line. The local head loss on the direct passage is caused by the protrusion area of the connector inside the pipe and the local head loss on the lateral passage is caused by the change in the flow cross-section, when water passes through the connector. For both situations the local head loss on the connector was obtained by the difference between the local head loss on the pipe plus the connectors and the local head loss on the pipe without the connectors. There were used 5 connectors in 5 diameters polyethylene pipes and 3 diameters PVC pipes. Dimensional analysis was used to develop the equations that for the direct passage presented a determination coefficient of 97,27% and for the lateral passage the determination coefficient was 96,26%. The two equations developed showed a good coefficient of performance, and its use is indicated for the limits tested in this study.

No description available.

In the past fifteen years, Thomas Pasatieri has become one of America's leading composers. His major output has been dramatic works for voice: opera and song literature. The two dramatic cantatas, Heloise and Abelard and Rites de Passage, are exemplary of his style. Pasatieri draws his formal structures from traditional solo and duo cantatas and combines this with the ability to dramatize the texts of Louis Phillips. Pasatieri s style is conservative and represents a neo-romantic idiom which he models after Bellini, Puccini, and Richard Strauss. This paper presents a brief biographical sketch of Pasatieri and an analysis of the two cantatas. A chronological list of Pasatieri's published vocal works appears in the Appendix.

Sistemas de irrigação geralmente são dimensionados negligenciando-se os cálculos das perdas localizadas de carga, o que muitas vezes causa desbalanço hidráulico deste sistema. A irrigação localizada possui muitas peças especiais para as quais, muitas vezes, não existem equações matemáticas que possibilitem o cálculo destas perdas. Este trabalho teve como objetivo o ajuste de equações que permitam o cálculo da perda localizada de carga para a passagem direta e outra para a passagem lateral, causada pela presença de conectores iniciais de linha. A perda de carga na passagem direta é causada pela área da protrusão do conector internamente à tubulação e a perda de carga na passagem lateral é causada pela mudança no perfil de escoamento da água ao passar pelo conector. Para as duas situações a perda localizada no conector foi obtida por diferença entre a perda distribuída de carga no tubo mais conector e a perda distribuída de carga no tubo sem conector. Foram utilizados 5 conectores em 5 diâmetros de tubulação de polietileno e 3 diâmetros de tubulação de PVC. Foi utilizada análise dimensional para o desenvolvimento das equações que para a passagem direta apresentou um coeficiente de determinação de 97,27% e para a passagem lateral o coeficiente de determinação foi de 96,26%. As duas equações desenvolvidas apresentaram um coeficiente ótimo de desempenho, sendo seu uso indicado para os limites testados neste trabalho. / Irrigation systems are generally dimensioned neglecting the calculation of the local head loss which often causes a hydraulic disbalance of this system. There are many special components on a trickle irrigation system to which there are not mathematical equations that allow the calculation of these head losses. This study aimed the adjustment of one equation for calculating the local head losses to the direct passage and one for the lateral passage, caused by the presence of initial connectors on the lateral line. The local head loss on the direct passage is caused by the protrusion area of the connector inside the pipe and the local head loss on the lateral passage is caused by the change in the flow cross-section, when water passes through the connector. For both situations the local head loss on the connector was obtained by the difference between the local head loss on the pipe plus the connectors and the local head loss on the pipe without the connectors. There were used 5 connectors in 5 diameters polyethylene pipes and 3 diameters PVC pipes. Dimensional analysis was used to develop the equations that for the direct passage presented a determination coefficient of 97,27% and for the lateral passage the determination coefficient was 96,26%. The two equations developed showed a good coefficient of performance, and its use is indicated for the limits tested in this study.