Évaluation d’indices de comparaison pour la substitution des solvants en milieu de travail

La substitution est une méthode de prévention primaire qui permet l’élimination à la source des dangers pour les travailleurs. Une des étapes de la démarche est la comparaison des options afin de procéder au choix final. Divers indices de comparaison, basés sur des paramètres physicochimiques, sanitaires et environnementaux des substances, permettent de guider ce choix. Toutefois, aucune évaluation de ces indices n’a été effectuée dans le cas de la substitution des solvants. Une recherche de développement a été entreprise afin de proposer une méthodologie améliorée de comparaison des solvants. La démarche d’analyse de substitution et la comparaison des options de remplacement à l’aide du rapport de danger de vapeur (« Vapour Hazard Ratio », VHR) ont été appliquées à un cas réel de substitution de solvants en entreprise. Trois indices de potentiel de surexposition (IPS) (VHR, « Måleteknisk Arbejdshygiejnisk Luftbehov » (MAL) et « SUBstitution FACtor » (SUBFAC)) et trois indices globaux de hiérarchisation des dangers (indice air (ψiair), « Indiana Relative Chemical Hazard Score » (IRCHS) et « Final Hazard Score » (FHS)) ont été évalués et comparés à partir de listes de 56 et 67 solvants respectivement. La problématique de la non-idéalité des mélanges a aussi été considérée par rapport aux IPS par l’évaluation et la comparaison de 50 mélanges de solvant. Une méthodologie d’établissement d’une valeur limite d’exposition (VLE), pour les solvants n’en possédant pas, a été développée par modélisation de type relations quantitatives propriété-propriété (QPPR). La modélisation QPPR des VLE, effectuée sur une liste de 88 solvants possédant une VLE, a été effectuée à partir des coefficients de partage octanol:air, octanol:eau, sang:air et des constantes métaboliques. L’étude de cas a montré que l’utilisation du VHR facilitait la comparaison des options, bien qu’elle puisse se heurter à l’absence de VLE. Les indices VHR et SUBFAC ont été identifiés comme des méthodes très proches, caractérisées par une forte corrélation (R=0,99) alors que l’indice MAL se distingue des deux autres IPS par une perte d’information sur la volatilité résultant en une corrélation plus faible avec le VHR (R=0,75). L’impact de la non idealité, évalué par le calcul de coefficients d’activité sur une série de 50 mélanges, a permis d’établir que les ratios entre les indices VHR corrigés et non corrigés variaient entre 0,57 et 2,7, suggérant un facteur de sécurité de cinq lors de la comparaison de mélanges. Les analyses de corrélation et de sensibilité ont montré que les indices de hiérarchisation des dangers différaient de façon importante sur leur prise en compte de paramètres comme la volatilité, les VLE, l’exposition cutanée, l’inflammabilité, la cancérogénicité et les divers paramètres environnementaux. Aucun de ces indices ne peut être recommandé pour la substitution des solvants. Deux modèles QPPR ont été développés afin de prédire des VLE et des VHR, et 61 % et 87 % des VHR prédits variaient respectivement d’un facteur maximal de deux et de cinq par rapport aux VHR calculés. Nos résultats mènent à proposer une démarche améliorée de comparaison en deux étapes. Après un tri selon des critères prioritaires de santé, de sécurité et d’environnement, la comparaison devrait se baser sur le calcul du VHR tout en considérant d’autres paramètres selon la situation concrète de l’entreprise ou du procédé. La comparaison devra tenir compte de la non-idéalité pour les mélanges, et de VLE estimées pour les solvants n’en possédant pas.

Investigación evaluativa del actual sistema de enseñanza en Bachillerato y posibles alternativas experimentales.

Valorar el grado de eficiencia del actual sistema de enseñanza en Bachillerato y dar a conocer los resultados de una evaluación realizada en un Instituto concreto. 1517 alumnos/as de primero y segundo de BUP y COU del Instituto de Bachillerato Menéndez Pidal de Avilés seleccionados al azar entre los cursos académicos 1983-1987. Muestra secundaria de 2559 sujetos de 7 centros distintos de Medias ubicados en otras tantas localidades de Asturias. Plantea 5 diseños experimentales: análisis de aptitudes y rendimiento y su correlación; investigaciones transversales para analizar la posible relación entre status socio-económico y aptitudes y rendimiento; estudios longitudinales consistentes en el seguimiento de una muestra de 168 sujetos desde su ingreso en el Instituto hasta terminar COU; estudios de correlación entre rasgos de personalidad y rendimiento; análisis de intereses profesionales y adecuación entre aptitudes e intereses. Test AMPE de inteligencia y aptitudes. Test SAE de aptitud para el estudio. Cuestionario PEI de personalidad. Perfil de intereses profesionales PIP. Calificaciones escolares. Referente a la relación entre rendimiento y status social se ha confirmado que existen diferencias estadísticamente significativas, siendo en el factor verbal donde se marcan las máximas diferencias. No se ha podido comprobar una relación unívoca entre rasgos de personalidad y rendimiento académico. En los factores comprensión verbal y cálculo numérico, los actuales estudiantes ingresan en BUP con una desventaja considerable con respecto a los sujetos del Sistema Educativo anterior. Las deficiencias registradas en el factor verbal se pueden corregir a lo largo del Bachillerato, sin embargo, en cuanto a la evolución en el factor cálculo, los estudios longitudinales efectuados permiten concluir que los automatismos de ese factor han de mecanizarse en etapas tempranas de desarrollo y que, transcurrido un periodo más o menos crítico, su progresión será lenta e imprecisa. Al evaluar el rendimiento en función de la capacidad se constata una muy acusada desproporción entre el nivel de desarrollo de las aptitudes y los índices globales de aprovechamiento escolar. Los procesos de interacción del aula pueden ser una de las causas de estos desequilibrios. Propone como solución el replanteamiento de los contenidos de los currícula de Lengua y Matemáticas en una línea de vuelta a lo clásico y la revisión de los proyectos curriculares en Ciencias. Para mejorar la calidad de la interacción y de los procesos de enseñanza-aprendizaje propone la implantación de servicios de orientación.

Síntomas musculo esqueléticos en el personal asistencial de una IPS Materno Infantil de III nivel de atención en Bogotá

Introducción: Los dolores y las lesiones musculo esqueléticas que sufren los trabajadores en toda la industria, se han convertido en un problema de preocupación a nivel nacional e internacional. Objetivos: Caracterizar la presencia de sintomatología osteomuscular en el personal asistencial de una IPS Materno Infantil de tercer nivel de atención en la ciudad de Bogotá, mediante la aplicación de la encuesta Nórdica, identificando su relación con el área de trabajo en el cual se desempeñan. Metodología: Se realizó un estudio descriptivo de corte transversal mediante la aplicación de la encuesta Nórdica a todo el personal asistencial diurno de una IPS Materno Infantil de III nivel de la ciudad de Bogotá que cumplieron con los criterios de inclusión y exclusión. Resultados: Del 100% de la población estudiada (n: 49), el 65,3% correspondían al género femenino y el 34.7% al masculino, la mayoría de la población laboraba menos de 12 horas. El área del cuerpo en la que manifestaron tener más sintomatología en los últimos 12 meses fue en espalda alta con una prevalencia de 46,9%. El área del cuerpo que más manifestaron les impedía trabajar en los últimos 12 meses fue en mano y muñeca derecha con una prevalencia del 6,1% y el área que manifestaron les impedía trabajar en los últimos 7 días fue en espalda alta con una prevalencia de 16,3%.

Safety factors in sheet pile wall design: considerations by using traditional methods and FEM analysis

The purpose of the work is: define and calculate a factor of collapse related to traditional method to design sheet pile walls. Furthermore, we tried to find the parameters that most influence a finite element model representative of this problem. The text is structured in this way: from chapter 1 to 5, we analyzed a series of arguments which are usefull to understanding the problem, while the considerations mainly related to the purpose of the text are reported in the chapters from 6 to 10. In the first part of the document the following arguments are shown: what is a sheet pile wall, what are the codes to be followed for the design of these structures and what they say, how can be formulated a mathematical model of the soil, some fundamentals of finite element analysis, and finally, what are the traditional methods that support the design of sheet pile walls. In the chapter 6 we performed a parametric analysis, giving an answer to the second part of the purpose of the work. Comparing the results from a laboratory test for a cantilever sheet pile wall in a sandy soil, with those provided by a finite element model of the same problem, we concluded that:in modelling a sandy soil we should pay attention to the value of cohesion that we insert in the model (some programs, like Abaqus, don’t accept a null value for this parameter), friction angle and elastic modulus of the soil, they influence significantly the behavior of the system (structure-soil), others parameters, like the dilatancy angle or the Poisson’s ratio, they don’t seem influence it. The logical path that we followed in the second part of the text is reported here. We analyzed two different structures, the first is able to support an excavation of 4 m, while the second an excavation of 7 m. Both structures are first designed by using the traditional method, then these structures are implemented in a finite element program (Abaqus), and they are pushed to collapse by decreasing the friction angle of the soil. The factor of collapse is the ratio between tangents of the initial friction angle and of the friction angle at collapse. At the end, we performed a more detailed analysis of the first structure, observing that, the value of the factor of collapse is influenced by a wide range of parameters including: the value of the coefficients assumed in the traditional method and by the relative stiffness of the structure-soil system. In the majority of cases, we found that the value of the factor of collapse is between and 1.25 and 2. With some considerations, reported in the text, we can compare the values so far found, with the value of the safety factor proposed by the code (linked to the friction angle of the soil).

The assumptions and effects of conservative procedures in low -dose risk assessment for setting safety standards

Conservative procedures in low-dose risk assessment are used to set safety standards for known or suspected carcinogens. However, the assumptions upon which the methods are based and the effects of these methods are not well understood.^ To minimize the number of false-negatives and to reduce the cost of bioassays, animals are given very high doses of potential carcinogens. Results must then be extrapolated to much smaller doses to set safety standards for risks such as one per million. There are a number of competing methods that add a conservative safety factor into these calculations.^ A method of quantifying the conservatism of these methods was described and tested on eight procedures used in setting low-dose safety standards. The results using these procedures were compared by computer simulation and by the use of data from a large scale animal study.^ The method consisted of determining a "true safe dose" (tsd) according to an assumed underlying model. If one assumed that Y = the probability of cancer = P(d), a known mathematical function of the dose, then by setting Y to some predetermined acceptable risk, one can solve for d, the model's "true safe dose".^ Simulations were generated, assuming a binomial distribution, for an artificial bioassay. The eight procedures were then used to determine a "virtual safe dose" (vsd) that estimates the tsd, assuming a risk of one per million. A ratio R = ((tsd-vsd)/vsd) was calculated for each "experiment" (simulation). The mean R of 500 simulations and the probability R $<$ 0 was used to measure the over and under conservatism of each procedure.^ The eight procedures included Weil's method, Hoel's method, the Mantel-Byran method, the improved Mantel-Byran, Gross's method, fitting a one-hit model, Crump's procedure, and applying Rai and Van Ryzin's method to a Weibull model.^ None of the procedures performed uniformly well for all types of dose-response curves. When the data were linear, the one-hit model, Hoel's method, or the Gross-Mantel method worked reasonably well. However, when the data were non-linear, these same methods were overly conservative. Crump's procedure and the Weibull model performed better in these situations. ^

Sistema de comunicaciones para una planta fotovoltaica

Las plantas solares fotovoltaicas, que son cada vez más habituales en nuestra sociedad, necesitan contar con un sistema de comunicaciones que permita la monitorización continua del funcionamiento de los diferentes equipos así como el control remoto de los mismos y la regulación de la producción. En este Proyecto se ha estudiado la estructura eléctrica y constructiva de una planta fotovoltaica genérica, prestando especial atención a los requerimientos que debe reunir el sistema de comunicaciones. El diseño del sistema de comunicaciones se ha realizado sobre una planta solar ficticia aún sin construir analizando su estructura sobre plano y aproximando la topología de red que se necesita implementar. Partiendo de esta estructura y de las cualidades de este tipo de instalaciones se ha realizado un análisis de las tecnologías disponibles, optando por una solución inalámbrica mixta, utilizando enlaces WiMAX y WiFi, manteniendo tecnología cableada únicamente para interconexión cercana de equipos. Esta elección se ha realizado con la intención de dotar a la planta de un sistema fiable, robusto y flexible sin descuidar el factor económico; para eso se ha cuidado la selección de equipamiento, su disposición en la planta y su configuración básica de funcionamiento. A partir de la solución definitiva se ha obtenido un presupuesto económico de la instalación. Se ha completado el diseño mediante simulaciones radioeléctricas, para asegurar un correcto funcionamiento de los diferentes enlaces. The photovoltaic solar power plants, which are becoming more common in our society, need a communications system that allowing continuous monitoring of the operation of the different devices as well as their remote control and regulation of the production. In this Project, electrical structure and construction of a generic photovoltaic solar plant have been studied, paying special attention to the essential requirements which must be fulfilled by the communication system. The communication system design is was carried out assuming that photovoltaic solar plant is fictitious and before its construction, analysing its structure over site plan and approximating the net topology in order to implement it. The analysis of the available technologies was performed basing on this structure as well as the qualities of this kind of facilities. As a result, a wireless mix option with WIMAX and WiFi links was chosen, using cable technology only to the close interconnection between equipments. This choice was made with the intention of giving the plant with a reliable, robust and flexible system without neglecting the economic factor, so that, the selection of equipment, the layout at the plant and operating basic configuration have been paid great attention. From the final solution is obtained a financial budget of the facility. Design is completed by radioelectric simulations to ensure the operation of the several links properly.

Aplicación de la técnica de inyección del terreno por fracturación hidráulica a las cimentaciones de puentes en circunstancias de especial dificultad

La implantación de una gran obra de paso facilita en multitud de ocasiones la vida de aquellos que aprovechen las ventajas que ofrece esta estructura. Sin embargo, el camino que lleva a su construcción supone importantes y tortuosos retos cuando el terreno de cimentación presenta condiciones geotécnicas no compatibles con las grandes cargas que el viaducto necesita transmitirle para su buen funcionamiento. El trabajo que desarrolla esta Tesis Doctoral proporciona una herramienta eficaz y económica, por lo reducido de su extensión y medios, que permite allanar el camino que acomete la construcción de una estructura de tal envergadura. Mediante el análisis de la problemática del terreno y de las distintas soluciones de cimentación empleadas en la actualidad, se conduce al lector hacia una técnica de cimentación innovadora que combina la técnica del micropilotaje, para la canalización de las cargas estructurales, junto a la técnica de la inyección de fracturación hidráulica, que mejorará el terreno de implantación de los micropilotes, conformando así un medio capaz de recibir y transmitir grandes cargas en cualquier tipo de terreno. La técnica ya empleada del micropilotaje, por su trabajo esencialmente axil, requiere, aunque sin problema, la constitución de sistemas de fuerzas que equilibren el sistema de cargas provenientes del viaducto. Pero su capacidad resistente viene condicionada por el terreno circundante. Cuando la roca rodea el micropilote, su empleo se realiza sin problema y sin necesidad de mejorar el terreno. Pero sin terreno consistente, el empleo de inyecciones de fracturación hidráulica a través de los propios micropilotes, no sólo mejorará la capacidad resistente de los micropilotes, aumentando la inercia necesaria cuando las cargas son de origen sísmico o estructural ferroviario, sino que resolverá y eliminará los problemas de estabilidad que presentan las laderas que frecuentemente deben recibir las cargas de la obra de paso. Tras recoger el análisis ya realizado en el Trabajo de Investigación, donde se justificaba la alta capacidad resistente de un micropilote con terreno circundante mejorado por la inyección, en la actual Tesis se emplean modelos matemáticos sobre un caso real de viaducto sometido a un gran sismo e implantado en una enorme quebrada (500 m) de Colombia, sujeta a lluvias torrenciales y en la zona de mayor sismicidad del país. Con ello se comprueba la estabilización que se alcanza en el terreno de cimentación con el empleo de esta técnica de transmisión de carga y mejora del terreno. De esta forma se completa un ciclo que justifica las bondades de esta combinación de técnicas de cimentación, pero se abren las puertas a nuevos entornos de aplicación, como edificios antiguos de cualquier tipo que requieran recalces, y no sólo en la implantación de grandes obras de paso. ABSTRACT The establishment of a large bridge represents, in many cases, a better life for those who can take profit of the advantages provided by that structure. Nevertheless, the process of building this structure has to overcome important and difficult circumstances whenever the geotechnical conditions of the bridge site are not adequate to carry the large loads transmitted by the bridge structure. This study develops a method both effective and economical, due to the extension and means necessary for its application, which allows to solve properly the foundation of a structure of that importance. Considering the geotechnical problems inherent to the bridge site, along with the different foundation solutions that are presently used and their limitations, the study leads the reader to an innovative technique which combines the micropile system, for transmission of the structural loads of the bridge, with the technique of hydraulic fracture grouting for improvement of the ground around the micropiles, allowing to both stabilizing and transmitting large loads in any kind of ground. It is well known that the micropiles work axially, and this condition requires an adequate distribution of those units, in order to properly absorb the load system introduced by the viaduct. The resistance of the bridge foundation is, in any case, provided by the ground. When rock is encountered, the micropiles have been successfully used without improving the ground. However, as it is shown in this study, by using the micropiles as sleeve-pipes for hydraulic fracture grouting, not only the micropile resistance can be improved in any ground, but it is possible to develop grouted “solids” in the ground, whose inertia allows to absorb actions of structural and seismic origin. Additionally, as it is shown and analyzed in the Thesis, the ground improvement can give an adequate safety factor to the slopes frequently encountered in bridge sites. In order to properly justify those advantages of combining micropiles with ground improvement through fracture grouting around the micropiles, mathematical models have been developed and applied to a real case of a cable-stayed bridge installed on a very large ravine (500 m) in Colombia, located in the highest seismic zone of the country, and subject to torrential rains. The results of this numerical analysis show the high safety condition provided by the ground improvement to the viaduct site. In conclusion, the Thesis shows the important improvement that can be provided by the combination of micropiles and soil improvement, through fracture grouting, to the problem of founding bridges. However, it can be understood that this technique could be applied successfully to underpinning buildings, specially old buildings of any type, apart from its use in bridge foundations.

Instabilidades MHD no Tokamak TCABR

Este trabalho descreve o estudo das instabilidades magneto-hidro-dinâmicas (MHD) comumente observadas nas descargas elétricas de plasma no tokamak TCABR, do Instituto de Física da USP. Dois diagnósticos principais foram empregados para observar essas instabilidades: um conjunto poloidal de 24 bobinas magnéticas (bobinas de Mirnov) colocadas próximas à borda do plasma e um medidor de emissões na faixa do Ultra Violeta e de raios X moles com 20 canais (sistema SXR), cujo circuito de condicionamento de sinais foi aprimorado como parte deste trabalho. Esses diagnósticos foram escolhidos porque fornecem informações complementares, uma vez que o sistema SXR observa a parte central da coluna de plasma, enquanto as bobinas de Mirnov detectam as instabilidades MHD na região mais externa da coluna. As informações coletadas por esses diagnósticos foram submetidas à análise espectral com resolução temporal e espacial, possibilitando determinar a evolução das características espectrais e espaciais das instabilidades MHD observadas. Essas análises revelaram que durante a etapa inicial da formação do plasma (quando a corrente de plasma ainda está aumentando) ilhas magnéticas com números de onda decrescente, identificadas como sendo modos kink de borda, são detectadas nas bobinas de Mirnov. Após a formação do plasma, quando os parâmetros de equilíbrio estão relativamente estáveis (platô), oscilações são detectadas tanto nas bobinas de Mirnov quanto no sistema de SXR, indicando a presença de instabilidades MHD em toda a coluna de plasma. Em geral as oscilações medidas nas bobinas de Mirnov tem baixa amplitude e correspondem a pequenas ilhas magnéticas que foram identificadas como sendo modos de ruptura (modos tearing). Por outro lado, as instabilidades na região central foram identificadas como dentes de serra, que correspondem a relaxações periódicas da região interna à superfície magnética com fator de segurança q=1 e que são acompanhadas de oscilações precursoras, cuja amplitude depende da fase do ciclo de relaxação. Devido à essa modulação de amplitude, aparecem picos de frequência satélite nos espectrogramas dos sinais do SXR. Além disso, devido ao fato dos ciclos de relaxação não serem sinusoidais, os harmônicos da frequência de relaxação também aparecem nesses espectrogramas. No entanto, em muitas descargas do TCABR, a intensidade das oscilações medidas nas bobinas de Mirnov aumentam significativamente durante o platô, com efeitos sobre a frequência de todas as instabilidades MHD, até mesmo sobre os dentes de serra localizados na região central da coluna. Em todos os casos, observou-se que durante o platô a frequência das ilhas magnéticas coincide com a frequência das oscilações precursoras do dente de serra, apesar de serem duas instabilidades distintas, localizadas em posições radiais muito diferentes. Essa coincidência de frequências possibilitou descrever a evolução em frequência de todas as oscilações detectadas em diversos diagnósticos com base em apenas duas frequências básicas: a dos ciclos de relaxação dente de serra e a das ilhas magnéticas.

Analisi vibroacustica di un sistema di scarico per monoposto Formula SAE

Lo scopo del presente lavoro è quello di determinare una metodologia di analisi vibroacustica di validità generale applicabile a tutti i casi nei quali la forzante sia di tipo vibrazionale. Nello specifico si è analizzato il comportamento strutturale e acustico di un impianto di scarico di una monoposto Formula SAE. Ricorrendo all’analisi FEM (Finite Element Method) è possibile determinare e quantificare gli effetti dannosi causati dalle vibrazioni già nella fase di prototipazione permettendo una sostanziale riduzione dei tempi e costi. La determinazione del comportamento strutturale del modello alle vibrazioni è iniziata dall’analisi modale, grazie alla quale sono state determinate le frequenze naturali e i modi propri dell’impianto di scarico. Successivamente, l’analisi FRF (Frequency Response Function) ha permesso di conoscere la risposta del nostro sistema ad una forzante imposta mettendo in luce le diverse criticità strutturali. Con il presupposto di ottenere delle condizioni di carico che fossero il più vicine possibili alle normali condizioni operative si è impostata un’analisi PSD (Power Spectral Density). Per concludere la prima parte dell’analisi si è reso necessario indagare anche il comportamento a fatica vibrazionale, valutando in questo modo le zone soggette a vita finita e quindi le prime a cedere in fase di esercizio. La parte finale è stata dedicata all’analisi del rumore. Dall’analisi FRF si è determinata la SPL (Sound Pressure Level) ottenendo come output un valore di pressione sonora prodotto dall’effetto della propagazione delle onde di pressione generate dalla vibrazione strutturale dell’impianto di scarico. Infine, l’analisi di Transmission Loss ha permesso di valutare l’efficacia della geometria del silenziatore sulla riduzione del livello acustico generato dal transito dei gas di scarico alle diverse frequenze.

Risk optimization of a steel frame communications tower subject to tornado winds

The structural engineering community in Brazil faces new challenges with the recent occurrence of high intensity tornados. Satellite surveillance data shows that the area covering the south-east of Brazil, Uruguay and some of Argentina is one of the world most tornado-prone areas, second only to the infamous tornado alley in central United States. The design of structures subject to tornado winds is a typical example of decision making in the presence of uncertainty. Structural design involves finding a good balance between the competing goals of safety and economy. This paper presents a methodology to find the optimum balance between these goals in the presence of uncertainty. In this paper, reliability-based risk optimization is used to find the optimal safety coefficient that minimizes the total expected cost of a steel frame communications tower, subject to extreme storm and tornado wind loads. The technique is not new, but it is applied to a practical problem of increasing interest to Brazilian structural engineers. The problem is formulated in the partial safety factor format used in current design codes, with all additional partial factor introduced to serve as optimization variable. The expected cost of failure (or risk) is defined as the product of a. limit state exceedance probability by a limit state exceedance cost. These costs include costs of repairing, rebuilding, and paying compensation for injury and loss of life. The total expected failure cost is the sum of individual expected costs over all failure modes. The steel frame communications, tower subject of this study has become very common in Brazil due to increasing mobile phone coverage. The study shows that optimum reliability is strongly dependent on the cost (or consequences) of failure. Since failure consequences depend oil actual tower location, it turn,,; out that different optimum designs should be used in different locations. Failure consequences are also different for the different parties involved in the design, construction and operation of the tower. Hence, it is important that risk is well understood by the parties involved, so that proper contracts call be made. The investigation shows that when non-structural terms dominate design costs (e.g, in residential or office buildings) it is not too costly to over-design; this observation is in agreement with the observed practice for non-optimized structural systems. In this situation, is much easier to loose money by under-design. When by under-design. When structural material cost is a significant part of design cost (e.g. concrete dam or bridge), one is likely to lose significantmoney by over-design. In this situation, a cost-risk-benefit optimization analysis is highly recommended. Finally, the study also shows that under time-varying loads like tornados, the optimum reliability is strongly dependent on the selected design life.

Escape patterns of chaotic magnetic field lines in a tokamak with reversed magnetic shear and an ergodic limiter

The existence of a reversed magnetic shear in tokamaks improves the plasma confinement through the formation of internal transport barriers that reduce radial particle and heat transport. However, the transport poloidal profile is much influenced by the presence of chaotic magnetic field lines at the plasma edge caused by external perturbations. Contrary to many expectations, it has been observed that such a chaotic region does not uniformize heat and particle deposition on the inner tokamak wall. The deposition is characterized instead by structured patterns called magnetic footprints, here investigated for a nonmonotonic analytical plasma equilibrium perturbed by an ergodic limiter. The magnetic footprints appear due to the underlying mathematical skeleton of chaotic magnetic field lines determined by the manifold tangles. For the investigated edge safety factor ranges, these effects on the wall are associated with the field line stickiness and escape channels due to internal island chains near the flux surfaces. Comparisons between magnetic footprints and escape basins from different equilibrium and ergodic limiter characteristic parameters show that highly concentrated magnetic footprints can be avoided by properly choosing these parameters. (c) 2008 American Institute of Physics.

Unsaturated Infinite Slope Stability Considering Surface Flux Conditions

A slope stability model is derived for an infinite slope subjected to unsaturated infiltration flow above a phreatic surface. Closed form steady state solutions are derived for the matric suction and degree of saturation profiles. Soil unit weight, consistent with the degree of saturation profile, is also directly calculated and introduced into the analyzes, resulting in closed-form solutions for typical soil parameters and an infinite series solution for arbitrary soil parameters. The solutions are coupled with the infinite slope stability equations to establish a fully realized safety factor function. In general, consideration of soil suction results in higher factor of safety. The increase in shear strength due to the inclusion of soil suction is analogous to making an addition to the cohesion, which, of course, increases the factor of safety against sliding. However, for cohesive soils, the results show lower safety factors for slip surfaces approaching the phreatic surface compared to those produced by common safety factor calculations. The lower factor of safety is due to the increased soil unit weight considered in the matric suction model but not usually accounted for in practice wherein the soil is treated as dry above the phreatic surface. The developed model is verified with a published case study, correctly predicting stability under dry conditions and correctly predicting failure for a particular storm.

Alkyl halides, super hydrogen production and the pathogenesis of pneumatosis cystoides coli

Background and aims-The colons of patients with pneumatosis cystoides coli produce excessive H-2. Exposure to alkyl halides could explain this. Six consecutive patients who had pneumatosis cystoides coli while taking chloral hydrate (1-5+ g/day) are reported. Patients 2 and 3 were investigated after they had ceased chloral hydrate treatment. One produced methane, the other did not. (Pneumatosis cystoides coli patients are non-methanogenic according to the literature.) Both had overnight fasting breath H-2 of less than 10 ppm. A literature review disclosed just one patient who was using chloral at the time of diagnosed pneumatosis cystoides coli, but an epidemic of the disease in workers exposed to trichloroethylene. Methods-(i) In vitro experiments with human faeces: chloral or closely related alkyl halides were added to anaerobic faecal cultures derived from four methane-producing and three non-methanogenic human subjects. H-2 and CH4 gases were measured. (ii) In vivo animal experiment: chloral hydrate was added to drinking water of four Wistar rats, and faecal HI compared with control rats. Results-Alkyl halides increased H-2 up to 900 times in methanogenic and 10 times in non-methanogenic faecal cultures. The K-i of chloral was 0.2 mM. Methanogenesis was inhibited in concert with the increase in net H-2. In the rat experiment, chloral hydrate increased H-2 10 times, but did not cause pneumatosis. Conclusions-Chloral and trichloroethylene are alkyl halides chemically similar to chloroform, a potent inhibitor of H-2 consumption by methanogens and acetogens. These bacteria are the most important H-2-consuming species in the colon. It is postulated that exposure to these alkyl halides increases net H-2 production, which sets the scene for counterperfusion supersaturation and the formation of gas cysts. In recent times, very low prescribing rates for chloral have caused primary pneumatosis cystoides to become extremely rare. As with primary pneumatosis, secondary pneumatosis cystoides, which occurs if there is small bowel bacterial overgrowth distal to a proximally located gut obstruction, is predicted by counterperfusion supersaturation. Inherent unsaturation due to metabolism of O-2 is a safety factor, which could explain why gas bubbles do not form more often in tissue with high H-2 tension.

Estruturas de suporte de terras executadas com pneus

O aproveitamento de pneus em fim de vida revela ser uma alternativa eficaz e promissora na indústria da construção civil, na utilização deste resíduo em muros de suporte. O presente trabalho tem como principal objetivo a apresentação de uma técnica de aproveitamento de pneus em fim de vida na execução de muros de gravidade, combinando solo e pneus. Neste sentido, tomou-se como referência um estudo realizado no Brasil por Sieira, Sayão, Medeiros e Gerscovich, para avaliar a eficiência e o custo deste tipo de estruturas, comparando-o com um muro de suporte tradicional de betão simples. Inicialmente, avaliou-se a segurança do muro de solo-pneus, de acordo com a metodologia proposta no Eurocódigo 7 (NP EN 1997-1, 2010), considerando a geometria e as características dos materiais apresentados no estudo referido e usando o programa de cálculo automático Slide, da Rocscience, para a verificação da estabilidade global. Reproduziu-se a análise numérica realizada no âmbito do caso de estudo brasileiro de referência, recorrendo também a uma formulação por elementos finitos com o programa de cálculo automático Phase2, da Rocscience. Por último, utilizando uma vez mais o programa Slide, definiu-se a geometria de um muro de betão simples cuja geometria garantisse o mesmo valor do fator de segurança à estabilidade global, obtido com o muro de solo-pneus e compararam-se os custos respetivos. O presente trabalho confirmou a eficiência e o baixo custo desta solução construtiva, sendo necessários, no entanto, estudos mais detalhados que reforcem estas conclusões.

Acetylcholinesterase inhibitor treatment for myasthenia gravis.

BACKGROUND: In myasthenia gravis, antibody-mediated blockade of acetylcholine receptors at the neuromuscular junction abolishes the naturally occurring 'safety factor' of synaptic transmission. Acetylcholinesterase inhibitors provide temporary symptomatic treatment of muscle weakness but there is controversy about their long-term efficacy, dosage and side effects. This is the second update of a review published in The Cochrane Library Issue 2, 2011. OBJECTIVES: To evaluate the efficacy of acetylcholinesterase inhibitors in all forms of myasthenia gravis. SEARCH METHODS: On 8 July 2014 we searched the Cochrane Neuromuscular Disease Group Specialized Register, CENTRAL, MEDLINE and EMBASE for randomised controlled trials and quasi-randomised controlled trials regarding usage of acetylcholinesterase inhibitors in myasthenia gravis. Two authors scanned the articles for any study eligible for inclusion. We also contacted the authors and known experts in the field to identify additional published or unpublished data and searched clinical trials registries for ongoing trials. SELECTION CRITERIA: The types of studies were randomised or quasi-randomised trials. Participants were myasthenia gravis patients diagnosed by an internationally accepted definition. The intervention was treatment with any form of acetylcholinesterase inhibitor. Types of outcome measures Primary outcome measureImprovement in the presenting symptoms within one to 14 days of the start of treatment. Secondary outcome measures(1) Improvement in the presenting symptoms more than 14 days after the start of treatment.(2) Change in impairment measured by a recognised and preferably validated scale, such as the quantitative myasthenia gravis score, within one to 14 days and more than 14 days after the start of treatment.(3) Myasthenia Gravis Association of America post-intervention status more than 14 days after start of treatment.(4) Adverse events including muscarinic side effects. DATA COLLECTION AND ANALYSIS: One author (MMM) extracted the data, which were checked by a second author. We contacted study authors for extra information and collected data on adverse effects from the trials. MAIN RESULTS: We did not find any large randomised or quasi-randomised trials of acetylcholinesterase inhibitors in generalised myasthenia gravis either for the first version of this review or this update. One cross-over randomised trial using intranasal neostigmine in a total of 10 participants was only available as an abstract. It included three participants with ocular myasthenia gravis and seven with generalised myasthenia gravis. Symptoms of myasthenia gravis (measured as improvement in at least one muscle function) improved in nine of the 10 participants after the two-week neostigmine treatment phase. No participant improved after the placebo phase. Lack of detail in the report meant that the risk of bias was unclear. Adverse events were minor. AUTHORS' CONCLUSIONS: Except for one small and inconclusive trial of intranasal neostigmine, no other randomised controlled trials have been conducted on the use of acetylcholinesterase inhibitors in myasthenia gravis. The response to acetylcholinesterase inhibitors in observational studies is so clear that a randomised controlled trial depriving participants in a placebo arm of treatment would be difficult to justify.