Advanced Characterisation of a Coffee Fermenting Tank by Multi-distributed Wireless Sensors: Spatial Interpolation and Phase Space Graphs

The fermentation stage is considered to be one of the critical steps in coffee processing due to its impact on the final quality of the product. The objective of this work is to characterise the temperature gradients in a fermentation tank by multi-distributed, low-cost and autonomous wireless sensors (23 semi-passive TurboTag® radio-frequency identifier (RFID) temperature loggers). Spatial interpolation in polar coordinates and an innovative methodology based on phase space diagrams are used. A real coffee fermentation process was supervised in the Cauca region (Colombia) with sensors submerged directly in the fermenting mass, leading to a 4.6 °C temperature range within the fermentation process. Spatial interpolation shows a maximum instant radial temperature gradient of 0.1 °C/cm from the centre to the perimeter of the tank and a vertical temperature gradient of 0.25 °C/cm for sensors with equal polar coordinates. The combination of spatial interpolation and phase space graphs consistently enables the identification of five local behaviours during fermentation (hot and cold spots).

Efecto de las cubiertas ajardinadas sobre el microclima urbano de verano

El cambio climático y sus efectos requieren con urgencia el desarrollo de estrategias capaces no solo de mitigar pero también permitir la adaptación de los sistemas afectados por este fenómeno a los cambios que están provocando a nivel mundial. Olas de calor más largas y frecuentes, inundaciones, y graves sequías aumentan la vulnerabilidad de la población, especialmente en asentamientos urbanos. Este fenómeno y sus soluciones potenciales han sido ampliamente estudiados en las últimas décadas desde diferentes perspectivas y escalas que analizan desde el fenómeno regional de isla de calor al aumento de la intensidad energética necesaria en los edificios para mantener las condiciones de confort en los escenarios de calentamiento que se predicen. Su comprensión requiere el entendimiento de este fenómeno y un profundo análisis de las estrategias que pueden corregirlo y adaptarse a él. En la búsqueda de soluciones a este problema, las estrategias que incorporan sistemas naturales tales como las cubiertas ajardinadas, las fachadas vegetadas y bosques urbanos, se presentan como opciones de diseño capaces de proporcionan múltiples servicios al ecosistema urbano y de regular y hacer frente a los efectos del cambio climático. Entre los servicios que aportan estos sistemas naturales se incluyen la gestión de agua de tormentas, el control del efecto isla de calor, la mejora de la calidad del aire y del agua, el aumento de la diversidad, y como consecuencia de todo lo anterior, la reducción de la huella ecológica de las ciudades. En la última década, se han desarrollado múltiples estudios para evaluar y cuantificar los servicios al ecosistema proporcionados por las infraestructuras verdes, y específicamente las cubiertas ajardinadas, sin embargo, determinados servicios como la capacidad de la regulación del microclima urbano no ha sido apenas estudiados. La mayor parte de la literatura en este campo la componen estudios relacionados con la capacidad de las cubiertas ajardinadas de reducir el efecto de la isla de calor, en una escala local, o acerca de la reducción de la demanda energética de refrigeración debida a la instalación de cubiertas ajardinadas en la escala de edificio. La escala intermedia entre estos dos ámbitos, la calle, desde su ámbito habitable cercano al suelo hasta el límite superior del cañón urbano que configura, no han sido objeto detallado de estudio por lo que es esta escala el objeto de esta tesis doctoral. Esta investigación tiene como objeto contribuir en este campo y aportar un mayor entendimiento a través de la cuantificación del impacto de las cubiertas ajardinadas sobre la temperatura y humedad en el cañón urbano en la escala de calle y con un especial foco en el nivel peatonal. El primer paso de esta investigación ha sido la definición del objeto de estudio a través del análisis y revisión de trabajos tanto teóricos como empíricos que investigan los efectos de cubiertas ajardinadas en el entorno construido, entendidas como una herramienta para la adaptación y mitigación del impacto del cambio climático en las ciudades. La literatura analizada, revela el gran potencial de los sistemas vegetales como herramientas para el diseño pasivo puesto que no solo son capaces de mejorar las condiciones climáticas y microclimaticas en las ciudades reduciendo su demanda energética, sino también la necesidad de mayor análisis en la escala de calle donde confluyen el clima, las superficies urbanas y materiales y vegetación. Este análisis requiere una metodología donde se integren la respuesta térmica de edificios, las variaciones en los patrones de viento y radiación, y la interacción con la vegetación, por lo que un análisis cuantitativo puede ayudar a definir las estrategias más efectivas para lograr espacios urbanos más habitables. En este contexto, el objetivo principal de esta investigación ha sido la evaluación cuantitativa del impacto de la cubierta ajardinada en el microclima urbano a escala de barrio en condiciones de verano en los climas mediterráneos continentales. Para el logro de este objetivo, se ha seguido un proceso que persigue identificar los modelos y herramientas de cálculo capaces de capturar el efecto de la cubierta ajardinada sobre el microclima, identificar los parámetros que potencian o limitan este efecto, y cuantificar las variaciones que microclima creado en el cañón urbano produce en el consumo de energía de los edificios que rodean éste espacio. La hipótesis principal detrás de esta investigación y donde los objetivos anteriores se basan es el siguiente: "una cubierta ajardinada instalada en edificios de mediana altura favorece el establecimiento de microclimas a nivel peatonal y reduce las temperaturas en el entorno urbano donde se encuentra”. Con el fin de verificar la hipótesis anterior y alcanzar los objetivos propuestos se ha seguido la siguiente metodología: • definición del alcance y limitaciones del análisis • Selección de las herramientas y modelos de análisis • análisis teórico de los parámetros que afectan el efecto de las cubiertas ajardinadas • análisis experimental; • modelización energética • conclusiones y futuras líneas de trabajo Dada la complejidad de los fenómenos que intervienen en la generación de unas determinadas condiciones microclimáticas, se ha limitado el objeto de este estudio a las variables de temperatura y humedad, y sólo se han tenido en cuenta los componentes bióticos y abióticos del sistema, que incluyen la morfología, características superficiales del entorno estudiado, así como los elementos vegetales. Los componentes antrópicos no se han incluido en este análisis. La búsqueda de herramientas adecuadas para cumplir con los objetivos de este análisis ha concluido en la selección de ENVI-met v4 como el software más adecuado para esta investigación por su capacidad para representar los complejos fenómenos que caracterizan el microclima en cañones urbanos, en una escala temporal diaria y con unas escala local de vecindario. Esta herramienta supera el desafío que plantean los requisitos informáticos de un cálculo completo basado en elementos finitos realizados a través de herramientas de dinámica de fluidos computacional (CFD) que requieren una capacidad de cálculo computacional y tiempo privativos y en una escala dimensional y temporal limitada a esta capacidad computacional lo que no responde a los objetivos de esta investigación. ENVI-met 4 se basa es un modelo tridimensional del micro clima diseñado para simular las interacciones superficie-planta-aire en entornos urbanos. Basado en las ecuaciones fundamentales del equilibrio que representan, la conservación de masa, energía y momento. ENVI-met es un software predictivo, y como primer paso ha requerido la definición de las condiciones iniciales de contorno que se utilizan como punto de partida por el software para generar su propio perfil de temperatura y humedad diaria basada en la localización de la construcción, geometría, vegetación y las superficies de características físicas del entorno. La geometría de base utilizada para este primer análisis se ha basado en una estructura típica en cuanto al trazado urbano situada en Madrid que se ha simulado con una cubierta tradicional y una cubierta ajardinada en sus edificios. La estructura urbana seleccionada para este análisis comparativo es una red ortogonal con las calles principales orientadas este-oeste. El edificio típico que compone el vecindario se ha definido como “business as usual” (BAU) y se ha definido con una cubierta de baldosa de hormigón estándar, con un albedo 0.3, paredes con albedo 0.2 (construcción de muro de ladrillo típico) y cerramientos adiabáticos para evitar las posibles interferencias causadas por el intercambio térmico con el ambiente interior del edificio en los resultados del análisis. Para el caso de la cubierta ajardinada, se mantiene la misma geometría y características del edificio con excepción de la cobertura superficial de la azotea. Las baldosas de hormigón se han modificado con una cubierta ajardinada extensiva cubierta con plantas xerófilas, típicas en el clima de Madrid y caracterizado por su índice de densidad foliar, el “leaf area density” (LAD), que es la superficie total de superficie de hojas por unidad de volumen (m2/m3). El análisis se centra en los cañones urbanos entendidos como el espacio de calle comprendido entre los límites geométricos de la calle, verticales y horizontales, y el nivel superior de la cota urbana nivel de cubiertas. Los escenarios analizados se basan en la variación de la los principales parámetros que según la literatura analizada condicionan las variaciones microclimáticas en el ámbito urbano afectado por la vegetación, la velocidad del viento y el LAD de la azotea. Los resultados han sido registrados bajo condiciones de exposición solar diferentes. Las simulaciones fueron realizadas por los patrones de viento típico de verano, que para Madrid se caracterizan por vientos de componente suroeste que van desde 3 a 0 m/s. las simulaciones fueron realizadas para unas condiciones climáticas de referencia de 3, 2, 1 y 0 m/s a nivel superior del cañón urbano, como condición de contorno para el análisis. Los resultados calculados a 1,4 metros por encima del nivel del suelo, en el espacio habitado, mostraron que el efecto de la cubierta ajardinada era menor en condiciones de contorno con velocidades de viento más altas aunque en ningún caso el efecto de la cubierta verde sobre la temperatura del aire superó reducciones de temperatura de aire superiores a 1 º C. La humedad relativa no presentó variaciones significativas al comparar los diferentes escenarios. Las simulaciones realizadas para vientos con velocidad baja, entre 0 y 1 m/s mostraron que por debajo de 0.5 m/s la turbulencia del modelo aumentó drásticamente y se convirtió en el modelo inestable e incapaz de producir resultados fiables. Esto es debido al modelo de turbulencia en el software que no es válido para velocidades de viento bajas, lo que limita la capacidad de ENVI-met 4 para realizar simulaciones en estas condiciones de viento y es una de las principales conclusiones de este análisis en cuanto a la herramienta de simulación. También se comprobó el efecto de las densidades de la densidad de hoja (LAD) de los componentes vegetales en el modelo en la capa de aire inmediatamente superior a la cubierta, a 0,5 m sobre este nivel. Se compararon tres alternativas de densidad de hoja con la cubierta de baldosa de hormigón: el techo verde con LAD 0.3 (hierba típica o sedum), LAD 1.5 (plantas mixtas típicas) y LAD 2.5 (masa del árbol). Los resultados mostraron diferencias de temperatura muy relevante entre las diferentes alternativas de LAD analizadas. Los resultados muestran variaciones de temperatura que oscilan entre 3 y 5 º C al comparar el estándar de la azotea concreta con albedo 0, 3 con el techo con vegetación y vegetación densa, mostrando la importancia del LAD en la cuantificación de los efectos de las cubiertas vegetales en microclima circundante, lo que coincide con los datos reportados en la literatura existente y con los estudios empíricos analizados. Los resultados de los análisis teóricos han llegado a las siguientes conclusiones iniciales relacionadas con la herramienta de simulación y los resultados del modelo: En relación con la herramienta ENVI-met, se han observado limitaciones para el análisis. En primer lugar, la estructura rígida de la geometría, las bases de datos y el tamaño de la cuadrícula, limitan la escala y resolución de los análisis no permitiendo el desarrollo de grandes zonas urbanas. Por otro lado la estructura de ENVI-met permite el desarrollo de este tipo de simulación tan complejo dentro de tiempos razonables de cálculo y requerimientos computacionales convencionales. Otra limitación es el modelo de turbulencia del software, que no modela correctamente velocidades de viento bajas (entre 0 y 1 m/s), por debajo de 0,5 m/s el modelo da errores y no es estable, los resultados a estas velocidades no son fiables porque las turbulencias generadas por el modelo hacen imposible la extracción de patrones claros de viento y temperatura que permitan la comparación entre los escenarios de cubierta de hormigón y ajardinada. Además de las limitaciones anteriores, las bases de datos y parámetros de entrada en la versión pública del software están limitados y la complejidad de generar nuevos sistemas adaptándolos al edificio o modelo urbano que se quiera reproducir no es factible salvo en la versión profesional del software. Aparte de las limitaciones anteriores, los patrones de viento y perfiles de temperatura generados por ENVI-met concuerdan con análisis previos en los que se identificaban patrones de variación de viento y temperaturas en cañones urbanos con patrones de viento, relación de aspecto y dimensiones similares a los analizados en esta investigación. Por lo tanto, el software ha demostrado una buena capacidad para reproducir los patrones de viento en los cañones de la calle y capturar el efecto de enfriamiento producido por la cubierta verde en el cañón. En relación con el modelo, el resultado revela la influencia del viento, la radiación y el LAD en la temperatura del aire en cañones urbanos con relación de aspecto comprendida entre 0,5 y 1. Siendo el efecto de la cubierta verde más notable en cañones urbanos sombreados con relación de aspecto 1 y velocidades de viento en el nivel de “canopy” (por encima de la cubierta) de 1 m/s. En ningún caso las reducciones en la temperatura del aire excedieron 1 º C, y las variaciones en la humedad relativa no excedieron 1% entre los escenarios estudiados. Una vez que se han identificado los parámetros relevantes, que fueron principalmente la velocidad del viento y el LAD, se realizó un análisis experimental para comprobar los resultados obtenidos por el modelo. Para éste propósito se identificó una cubierta ajardinada de grandes dimensiones capaz de representar la escala urbana que es el objeto del estudio. El edificio usado para este fin fue el parking de la terminal 4 del aeropuerto internacional de Madrid. Aunque esto no es un área urbana estándar, la escala y la configuración del espacio alrededor del edificio fueron considerados aceptables para el análisis por su similitud con el contexto urbano objeto de estudio. El edificio tiene 800 x 200 m, y una altura 15 m. Está rodeado de vías de acceso pavimentadas con aceras conformando un cañón urbano limitado por el edificio del parking, la calle y el edificio de la terminal T4. El aparcamiento está cerrado con fachadas que configuran un espacio urbano de tipo cañón, con una relación de aspecto menor que 0,5. Esta geometría presenta patrones de viento y velocidad dentro del cañón que difieren ligeramente de los generados en el estudio teórico y se acercan más a los valores a nivel de canopo sobre la cubierta del edificio, pero que no han afectado a la tendencia general de los resultados obtenidos. El edificio cuenta con la cubierta ajardinada más grande en Europa, 12 Ha cubiertas por con una mezcla de hierbas y sedum y con un valor estimado de LAD de 1,5. Los edificios están rodeados por áreas plantadas en las aceras y árboles de sombra en las fachadas del edificio principal. El efecto de la cubierta ajardinada se evaluó mediante el control de temperaturas y humedad relativa en el cañón en un día típico de verano. La selección del día se hizo teniendo en cuenta las predicciones meteorológicas para que fuesen lo más semejantes a las condiciones óptimas para capturar el efecto de la cubierta vegetal sobre el microclima urbano identificadas en el modelo teórico. El 09 de julio de 2014 fue seleccionado para la campaña de medición porque las predicciones mostraban 1 m/s velocidad del viento y cielos despejados, condiciones muy similares a las condiciones climáticas bajo las que el efecto de la cubierta ajardinada era más notorio en el modelo teórico. Las mediciones se registraron cada hora entre las 9:00 y las 19:00 en 09 de julio de 2014. Temperatura, humedad relativa y velocidad del viento se registraron en 5 niveles diferentes, a 1.5, 4.5, 7.5, 11.5 y 16 m por encima del suelo y a 0,5 m de distancia de la fachada del edificio. Las mediciones fueron tomadas en tres escenarios diferentes, con exposición soleada, exposición la sombra y exposición influenciada por los árboles cercanos y suelo húmedo. Temperatura, humedad relativa y velocidad del viento se registraron con un equipo TESTO 410-2 con una resolución de 0,1 ºC para temperatura, 0,1 m/s en la velocidad del viento y el 0,1% de humedad relativa. Se registraron las temperaturas de la superficie de los edificios circundantes para evaluar su efecto sobre los registros usando una cámara infrarroja FLIR E4, con resolución de temperatura 0,15ºC. Distancia mínima a la superficie de 0,5 m y rango de las mediciones de Tª de - 20 º C y 250 º C. Los perfiles de temperatura extraídos de la medición in situ mostraron la influencia de la exposición solar en las variaciones de temperatura a lo largo del día, así como la influencia del calor irradiado por las superficies que habían sido expuestas a la radiación solar así como la influencia de las áreas de jardín alrededor del edificio. Después de que las medidas fueran tomadas, se llevaron a cabo las siguientes simulaciones para evaluar el impacto de la cubierta ajardinada en el microclima: a. estándar de la azotea: edificio T4 asumiendo un techo de tejas de hormigón con albedo 0.3. b. b. cubierta vegetal : T4 edificio asumiendo una extensa cubierta verde con valor bajo del LAD (0.5)-techo de sedum simple. c. c. cubierta vegetal: T4 edificio asumiendo una extensa cubierta verde con alta joven valor 1.5-mezcla de plantas d. d. cubierta ajardinada más vegetación nivel calle: el edificio T4 con LAD 1.5, incluyendo los árboles existentes a nivel de calle. Este escenario representa las condiciones actuales del edificio medido. El viento de referencia a nivel de cubierta se fijó en 1 m/s, coincidente con el registro de velocidad de viento en ese nivel durante la campaña de medición. Esta velocidad del viento se mantuvo constante durante toda la campaña. Bajo las condiciones anteriores, los resultados de los modelos muestran un efecto moderado de azoteas verdes en el microclima circundante que van desde 1 º a 2 º C, pero una contribución mayor cuando se combina con vegetación a nivel peatonal. En este caso las reducciones de temperatura alcanzan hasta 4 ºC. La humedad relativa sin embargo, no presenta apenas variación entre los escenarios con y sin cubierta ajardinada. Las temperaturas medidas in situ se compararon con resultados del modelo, mostrando una gran similitud en los perfiles definidos en ambos casos. Esto demuestra la buena capacidad de ENVI-met para reproducir el efecto de la cubierta ajardinada sobre el microclima y por tanto para el fin de esta investigación. Las diferencias más grandes se registraron en las áreas cercanas a las zonas superiores de las fachadas que estaban más expuestas a la radiación del sol y también el nivel del suelo, por la influencia de los pavimentos. Estas diferencias se pudieron causar por las características de los cerramientos en el modelo que estaban limitados por los datos disponibles en la base de datos de software, y que se diferencian con los del edificio real. Una observación importante derivada de este estudio es la contribución del suelo húmedo en el efecto de la cubierta ajardinada en la temperatura del aire. En el escenario de la cubierta ajardinada con los arboles existentes a pie de calle, el efecto del suelo húmedo contribuye a aumentar las reducciones de temperatura hasta 4.5ºC, potenciando el efecto combinado de la cubierta ajardinada y la vegetación a pie de calle. Se realizó un análisis final después de extraer el perfil horario de temperaturas en el cañón urbano influenciado por el efecto de las cubiertas ajardinadas y los árboles. Con esos perfiles modificados de temperatura y humedad se desarrolló un modelo energético en el edificio asumiendo un edificio cerrado y climatizado, con uso de oficinas, una temperatura de consigna de acuerdo al RITE de 26 ºC, y con los sistemas por defecto que establece el software para el cálculo de la demanda energética y que responden a ASHRAE 90.1. El software seleccionado para la simulación fue Design Builder, por su capacidad para generar simulaciones horarias y por ser una de las herramientas de simulación energética más reconocidas en el mercado. Los perfiles modificados de temperatura y humedad se insertaron en el año climático tipo y se condujo la simulación horaria para el día definido, el 9 de Julio. Para la simulación se dejaron por defecto los valores de conductancia térmica de los cerramientos y la eficiencia de los equipos de acuerdo a los valores que fija el estándar ASHRAE para la zona climática de Madrid, que es la 4. El resultado mostraba reducciones en el consumo de un día pico de hasta un 14% de reducción en las horas punta. La principal conclusión de éste estudio es la confirmación del potencial de las cubiertas ajardinadas como una estrategia para reducir la temperatura del aire y consumo de energía en los edificios, aunque este efecto puede ser limitado por la influencia de los vientos, la radiación y la especie seleccionada para el ajardinamiento, en especial de su LAD. Así mismo, en combinación con los bosques urbanos su efecto se potencia e incluso más si hay pavimentos húmedos o suelos porosos incluidos en la morfología del cañón urbano, convirtiéndose en una estrategia potencial para adaptar los ecosistemas urbanos el efecto aumento de temperatura derivado del cambio climático. En cuanto a la herramienta, ENVI-met se considera una buena opción para éste tipo de análisis dada su capacidad para reproducir de un modo muy cercano a la realidad el efecto de las cubiertas. Aparte de ser una herramienta validada en estudios anteriores, en el caso experimental se ha comprobado por medio de la comparación de las mediciones con los resultados del modelo. A su vez, los resultados y patrones de vientos generados en los cañones urbanos coinciden con otros estudios similares, concluyendo por tanto que es un software adecuado para el objeto de esta tesis doctoral. Como líneas de investigación futura, sería necesario entender el efecto de la cubierta ajardinada en el microclima urbano en diferentes zonas climáticas, así como un mayor estudio de otras variables que no se han observado en este análisis, como la temperatura media radiante y los indicadores de confort. Así mismo, la evaluación de otros parámetros que afectan el microclima urbano tales como variables geométricas y propiedades superficiales debería ser analizada en profundidad para tener un resultado que cubra todas las variables que afectan el microclima en el cañón urbano. ABSTRACT Climate Change is posing an urgency in the development of strategies able not only to mitigate but also adapt to the effects that this global problem is evidencing around the world. Heat waves, flooding and severe draughts increase the vulnerability of population, and this is especially critical in urban settlements. This has been extensively studied over the past decades, addressed from different perspectives and ranging from the regional heat island analysis to the building scale. Its understanding requires physical and dimensional analysis of this broad phenomenon and a deep analysis of the factors and the strategies which can offset it. In the search of solutions to this problem, green infrastructure elements such as green roofs, walls and urban forests arise as strategies able provide multiple regulating ecosystem services to the urban environment able to cope with climate change effects. This includes storm water management, heat island effect control, and improvement of air and water quality. Over the last decade, multiple studies have been developed to evaluate and quantify the ecosystem services provided by green roofs, however, specific regulating services addressing urban microclimate and their impact on the urban dwellers have not been widely quantified. This research tries to contribute to fill this gap and analyzes the effects of green roofs and urban forests on urban microclimate at pedestrian level, quantifying its potential for regulating ambient temperature in hot season in Mediterranean –continental climates. The study is divided into a sequence of analysis where the critical factors affecting the performance of the green roof system on the microclimate are identified and the effects of the green roof is tested in a real case study. The first step has been the definition of the object of study, through the analysis and review of theoretical and empirical papers that investigate the effects of covers landscaped in the built environment, in the context of its use as a tool for adaptation and mitigation of the impact of climate change on cities and urban development. This literature review, reveals the great potential of the plant systems as a tool for passive design capable of improving the climatic and microclimatic conditions in the cities, as well as its positive impact on the energy performance of buildings, but also the need for further analysis at the street scale where climate, urban surfaces and materials, and vegetation converge. This analysis requires a methodology where the thermal buildings response, the variations in the patterns of wind and the interaction of the vegetation are integrated, so a quantitative analysis can help to define the most effective strategies to achieve liveable urban spaces and collaterally, , the improvement of the surrounding buildings energy performance. In this specific scale research is needed and should be customized to every climate, urban condition and nature based strategy. In this context, the main objective for this research was the quantitative assessment of the Green roof impact on the urban microclimate at a neighbourhood scale in summer conditions in Mediterranean- continental climates. For the achievement of this main objective, the following secondary objectives have been set: • Identify the numerical models and calculation tools able to capture the effect of the roof garden on the microclimate. • Identify the enhancing or limiting parameter affecting this effect. • Quantification of the impact of the microclimate created on the energy consumption of buildings surrounding the street canyon analysed. The main hypothesis behind this research and where the above objectives are funded on is as follows: "An extensive roof installed in medium height buildings favours the establishment of microclimates at the pedestrian level and reduces the temperatures in the urban environment where they are located." For the purpose of verifying the above hypothesis and achieving the proposed objectives the following methodology has been followed: - Definition of hypothesis and objectives - Definition of the scope and limitations - Theoretical analysis of parameters affecting gren roof performance - Experimental analysis; - Energy modelling analyisis - Conclusions and future lines of work The search for suitable tools and models for meeting the objectives of this analysis has led to ENVI-met v4 as the most suitable software for this research. ENVI met is a three-dimensional micro-climate model designed to simulate the surface-plant-air interactions in urban environments. Based in the fundamental equations representing, mass, energy and momentum conservation, the software has the capacity of representing the complex phenomena characterizing the microclimate in urban canyons, overcoming the challenge posed by the computing requirements of a full calculus based on finite elements done via traditional computational fluid dynamics tools. Once the analysis tool has been defined, a first set of analysis has been developed to identify the main parameters affecting the green roof influence on the microclimate. In this analysis, two different scenarios are compared. A neighborhood with standard concrete tile roof and the same configuration substituting the concrete tile by an extensive green roof. Once the scenarios have been modeled, different iterations have been run to identify the influence of different wind patterns, solar exposure and roof vegetation type on the microclimate, since those are the most relevant variables affecting urban microclimates. These analysis have been run to check the conditions under which the effects of green roofs get significance. Since ENVI-met V4 is a predictive software, the first step has been the definition of the initial weather conditions which are then used as starting point by the software, which generates its own daily temperature and humidity profile based on the location of the building, geometry, vegetation and the surfaces physical characteristics. The base geometry used for this first analysis has been based on a typical urban layout structure located in Madrid, an orthogonal net with the main streets oriented East-West to ease the analysis of solar radiation in the different points of the model. This layout represents a typical urban neighborhood, with street canyons keeping an aspect ratio between 0.5 and 1 and high sky view factor to ensure correct sun access to the streets and buildings and work with typical wind flow patterns. Finally, the roof vegetation has been defined in terms of foliage density known as Leaf Area Density (LAD) and defined as the total one-sided leaf area per unit of layer volume. This index is the most relevant vegetation characteristic for the purpose of calculating the effect of vegetation on wind and solar radiation as well as the energy consumed during its metabolic processes. The building as usual (BAU) configuring the urban layout has been defined with standard concrete tile roofs, considering 0.3 albedo. Walls have been set with albedo 0.2 (typical brick wall construction) and adiabatic to avoid interference caused by thermal interchanges with the building indoor environment. For the proposed case, the same geometry and building characteristics have been kept. The only change is the roof surface coverage. The gravel on the roof has been changed with an extensive green roof covered with drought tolerant plants, typical in Madrid climate, and characterized by their LAD. The different scenarios analysed are based in the variation of the wind speed and the LAD of the roof. The results have been recorded under different sun exposure conditions. Simulations were run for the typical summer wind patterns, that for Madrid are characterized by South-west winds ranging from 3 to 0 m/s. Simulations were run for 3, 2, 1 and 0 m/s at urban canopy level. Results taken at 1.4 m above the ground showed that the green roof effect was lower with higher wind speeds and in any case the effect of the green roof on the air temperatures exceeded air temperature reductions higher than 1ºC. Relative humidity presented no variations when comparing the different scenarios. For the analysis at 0m/s, ENVI-met generated error and no results were obtained. Different simulations showed that under 0.5 m/s turbulence increased dramatically and the model became unstable and unable to produce reliable results. This is due to the turbulence model embedded in the software which is not valid for low wind speeds (below 1 m/s). The effect of the different foliage densities was also tested in the model. Three different alternatives were compared against the concrete roof: green roof with LAD 0.3 ( typical grass or sedum), 1.5 (typical mixed plants) and 2.5 (tree mass). The results showed very relevant temperature differences between the different LAD alternatives analyzed. Results show temperature variations ranging between 3 and 5 ºC when comparing the standard concrete roof with albedo 0, 3 with the vegetated roof and vegetated mass, showing the relevance of the LAD on the effects of green roofs on microclimate. This matches the data reported in existing literature and empirical studies and confirms the relevance of the LAD in the roof effect on the surrounding microclimate. The results of the theoretical analysis have reached the following initial conclusions related to both, the simulation tool and the model results: • In relation to the tool ENVI-met, some limitations for the analysis have been observed. In first place, the rigid structure of the geometry, the data bases and the grid size, limit the scale and resolution of the analysis not allowing the development of large urban areas. On the other hand the ENVI-met structure enables the development of this type of complex simulation within reasonable times and computational requirements for the purpose of this analysis. Additionally, the model is unable to run simulations at wind speeds lower than 0.5 m/s, and even at this speed, the results are not reliable because the turbulences generated by the model that made impossible to extract clear temperature differences between the concrete and green roof scenarios. Besides the above limitations, the wind patterns and temperature profiles generated by ENVImet are in agreement with previous analysis identifying wind patterns in urban canyons with similar characteristics and aspect ratio. Therefore the software has shown a good capacity for reproducing the wind effects in the street canyons and seems to capture the cooling effect produced by the green roof. • In relation to the model, the results reveals the influence of wind, radiation and LAD on air temperature in urban canyons with aspect ratio comprised between 0.5 and 1. Being the effect of the green roof more noticeable in shaded urban canyons with aspect ratio 1 and wind speeds of 1 m/s. In no case the reductions in air temperature exceeded 1ºC. Once the relevant parameters have been identified, mainly wind speed and LAD, an experimental analysis was conducted to test the results obtained by the model. For this purpose a large green roof was identified, able to represent the urban scale which is the object of the studio. The building identified for this purpose was the terminal 4, parking building of the international Madrid Airport. Even though this is not a standard urban area, the scale and configuration of the space around the building were deemed as acceptable for the analysis. The building is an 800x200 m, 15 m height parking building, surrounded by access paved paths and the terminal building. The parking is enclosed with facades that configure an urban canyon-like space, although the aspect ratio is lower than 0.5 and the wind patterns might differ from the theoretical model run. The building features the largest green roof in Europe, a 12 Ha extensive green roof populated with a mix of herbs and sedum with a LAD of 1.5. The buildings are surrounded by planted areas at the sidewalk and trees shading the main building facades. Green roof performance was evaluated by monitoring temperatures and relative humidity in the canyon in a typical summer day. The day selection was done taking into account meteorological predictions so the weather conditions on the measurement day were as close as possible as the optimal conditions identified in terms of green roof effects on the urban canyon. July 9th 2014 was selected for the measurement campaign because the predictions showed 1 m/s wind speed and sunny sky, which were very similar to the weather conditions where the effect of the green roof was most noticeable in the theory model. Measurements were registered hourly from 9:00am to 19:00 on July 9th 2014. Temperature, relative humidity and wind speed were recorded at 5 different levels, at 1.5, 4.5, 7.5, 11.5 and 16 m above ground and at 0.5 m distance from the building façade. Measurements were taken in three different scenarios, sunny exposure, shaded exposure, and shaded exposure influenced by nearby trees and moist soil. Temperature, relative humidity and wind speed were registered using a TESTO 410-2 anemometer, with 0.1ºC resolution for temperature, 0.1 m/s resolution for wind speed and 0.1 % for relative humidity. Surface temperatures were registered using an infrared camera FLIR E4, with temperature resolution 0.15ºC. Minimal distance to surface of 0.5 m and Tª measurements range from -20ºC and 250ºC. The temperature profiles measured on the site showed the influence of solar exposure on the temperature variations along the day, as well as the influence of the heat irradiated by the building surfaces which had been exposed to the sun radiation and those influenced by the moist soft areas around the building. After the measurements were taken, the following simulations were conducted to evaluate the impact of the green roof on the microclimate: a. Standard roof: T4 building assuming a concrete tile roof with albedo 0.3. b. Green roof: T4 building assuming an extensive green roof with low LAD value (0.5)-Simple Sedum roof. c. Green roof: T4 building assuming an extensive green roof with high LAD value 1.5- Lucerne and grasses d. Green roof plus street level vegetation: T4 Building, LAD 1.5 (Lucerne), including the existing trees at street level. This scenario represents the current conditions of the building. The urban canopy wind was set as 1 m/s, the wind speed register at that level during the measurement campaign. This wind speed remained constant over the whole campaign. Under the above conditions, the results of the models show a moderate effect of green roofs on the surrounding microclimate ranging from 1ºC to 2ºC, but a larger contribution when combining it with vegetation at pedestrian level, where 4ºC temperature reductions are reached. Relative humidity remained constant. Measured temperatures and relative humidity were compared to model results, showing a close match in the profiles defined in both cases and the good capacity of ENVI met to capture the impact of the green roof in this analysis. The largest differences were registered in the areas close to the top areas of the facades which were more exposed to sun radiation and also near to the soil level. These differences might be caused by differences between the materials properties included in the model (which were limited by the data available in the software database) and those in the real building. An important observation derived from this study is the contribution of moist soil to the green roof effect on air temperatures. In the green roof scenario with surrounding trees, the effect of the moist soil contributes to raise the temperature reductions at 4.5ºC. A final analysis was conducted after extracting the hourly temperature profile in the street canyon influenced by the effect of green roofs and trees. An energy model was run on the building assuming it was a conventional enclosed building. Energy demand reductions were registered in the building reaching up to 14% reductions at the peak hour. The main conclusion of this study is the potential of the green roofs as a strategy for reducing air temperatures and energy consumption in the buildings, although this effect can be limited by the influence of high speed winds. This effect can be enhanced its combination with urban forests and even more if soft moist pavements are included in the urban canyon morphology, becoming a potential strategy for adapting urban ecosystems to the increasing temperature effect derived from climate change.

Estudo de efeitos da polarização eletrostática periférica no Tokamak TCABR

Efeitos da polarização eletrostática de eletrodos na periferia de tokamaks têm sido investigados em pequenos tokamaks e mesmo em alguns tokamaks de grande porte. Em geral as experiências são realizadas em condições em que bifurcação do campo elétrico radial é obtida, processo este identificado como modo H de polarização. No Tokamak TCABR, as experiências indicam que o confinamento aumenta para tensões aplicadas até +300 volts, atingindo um máximo de duas vezes o tempo de confinamento do modo L, mas sem bifurcação. Indícios de bifurcação foram notados com +400 V de polarização, mas a descarga termina devido à excitação da atividade MHD, ainda sob investigação. No presente trabalho, a pesquisa é aprofundada com a utilização de uma sonda de Langmuir com 18 pinos dispostos em duas fileiras sob a forma de um ancinho (rake probe) o que permite a medição da temperatura, densidade e flutuação de potencial ao longo do raio menor na periferia do Tokamak. A resolução temporal desse sistema é de cerca de 0,5 ms, para a temperatura, e 5 microssegundos para densidade e potencial flutuante do plasma. Outra sonda eletrostática com 5-pinos na mesma posição radial, mas em diferentes posições poloidal e toroidal foi usada para medições de turbulência e transporte de partículas. Os efeitos da polarização foram investigados e indicam que os níveis de turbulência e transporte começam a diminuir entre +150 e +200 V e para +300 V chegam a atingir uma quase supressão. Nesse mesmo intervalo de tensão a densidade começa a aumentar e para +300 V chega a ser um fator de aproximadamente 2. Quanto ao perfil de temperatura a variação é pouco significativa, mas as incertezas das medidas são maiores. Esses dados são compatíveis com a criação de uma barreira de transporte na região entre o eletrodo em r = 17 cm e o limitador em a = 18 cm. Além disso, o campo elétrico radial mostra forte cisalhamento nessa região. Tomando o início da subida do potencial flutuante como origem de uma escala de tempo, o atraso temporal do início da subida da densidade de elétrons e o atraso do início do decréscimo do transporte de partículas foram medidos. Os resultados são 50 microssegundos para a densidade de elétrons e 60 microssegundos para o transporte de partículas. A questão dos limiares de potência é discutida no texto. Os dados desta experiência indicam que o campo elétrico radial desempenha o papel principal para a melhoria do confinamento.

Ion heating in transitions to CERC in the stellarator TJ-II

In TJ-II stellarator plasmas, in the electron cyclotron heating regime, an increase in the ion temperature is observed, synchronized with that of the electron temperature, during the transition to the core electron-root confinement (CERC) regime. This rise in ion temperature should be attributed to the joint action of the electron–ion energy transfer (which changes slightly during the CERC formation) and an enhancement of the ion confinement. This improvement must be related to the increase in the positive electric field in the core region. In this paper, we confirm this hypothesis by estimating the ion collisional transport in TJ-II under the physical conditions established before and after the transition to CERC. We calculate a large number of ion orbits in the guiding-centre approximation considering the collisions with a background plasma composed of electrons and ions. The ion temperature profile and the thermal flux are calculated in a self-consistent way, so that the change in the ion heat transport can be assessed.

Finite Element Analysis of Thermal Buckling in Auotmotive Clutch and Brake Discs

Thermal buckling behavior of automotive clutch and brake discs is studied by making the use of finite element method. It is found that the temperature distribution along the radius and the thickness affects the critical buckling load considerably. The results indicate that a monotonic temperature profile leads to a coning mode with the highest temperature located at the inner radius. Whereas a temperature profile with the maximum temperature located in the middle leads to a dominant non-axisymmetric buckling mode, which results in a much higher buckling temperature. A periodic variation of temperature cannot lead to buckling. The temperature along the thickness can be simplified by the mean temperature method in the single material model. The thermal buckling analysis of friction discs with friction material layer, cone angle geometry and fixed teeth boundary conditions are also studied in detail. The angular geometry and the fixed teeth can improve the buckling temperature significantly. Young’s Modulus has no effect when single material is applied in the free or restricted conditions. Several equations are derived to validate the result. Young’s modulus ratio is a useful factor when the clutch has several material layers. The research findings from this paper are useful for automotive clutch and brake discs design against structural instability induced by thermal buckling.

Stable oxygen and carbon isotope of foraminifera from DSDP Leg 90 sites

High-resolution oxygen and carbon isotope stratigraphy is presented for Miocene to early Pliocene sequences at three DSDP sites from the Lord Howe Rise, southwest Pacific, at water depths ranging from 1,300 to 2,000 m. Site 588 is located in the warm subtropics (~26°S), whereas Sites 590 and 591 are positioned in transitional (northern temperate) water masses (~31°S). Benthic foraminiferal oxygen and carbon isotope analyses were conducted on all sites; planktonic foraminiferal isotope data were generated for Site 590 only. Sample resolution in these sequences is on the order of 50,000 yr. or better. The chronological framework employed in this study is based largely upon ages assigned to Neogene calcareous nannoplankton boundaries. The benthic oxygen isotope record exhibits several major features during the Neogene. During most of the early Miocene, delta18O values were relatively low, reaching minimum values in the late early Miocene (19.5 to 16.5 Ma), and recording the climax of Neogene warmth. This was followed by a major increase in benthic delta18O values between ~16.5 and 13.5 Ma, which is interpreted as representing major, permanent accumulation of the East Antarctic ice sheet and cooling of bottom waters. During the 3 m.y. 18O enrichment, surface waters at these middle latitudes warmed between 16 and 14.5 Ma. During the remainder of the middle and late Miocene, benthic delta18O values exhibit distinct fluctuations, but the average value remained unchanged. The isotopic data show two distinct episodes of climatic cooling close to the middle/late Miocene boundary. The earliest of these events occurred between 12.5 and 11.5 Ma in the latest middle Miocene. The second cooling event occurred from 11 to 9 Ma, and is marked by some of the highest delta18O values of the entire Miocene. This was followed by relative warmth during the middle part of the late Miocene. The latest Miocene and earliest Pliocene (6.2 to 4.5 Ma) were marked by relatively high delta18O values, indicating increased cooling and glaciation. During the middle Pliocene, at about 3.4 Ma, a 0.4 per mil increase in benthic delta18O documents a net increase in average global ice volume and cooling of bottom waters. During this interval of increased glaciation, surface waters warmed by 2-3°C in southern middle-latitude regions. During the late Pliocene, between 2.6 and 2.4 Ma, a further increase in delta18O occurred; this has been interpreted by previous workers as heralding the onset of Northern Hemisphere glaciation. Surface-water warming in the middle latitudes occurred in association with major high-latitude glacial increases in the early middle Miocene (16-14 Ma), middle Pliocene (-3.5 Ma), and late Pliocene (~2.4 Ma). These intervals were also marked by increases in the vertical temperature gradient in the open ocean. Intersite correlation is enhanced by using carbon isotope stratigraphy. The great similarity of the delta13C time-series records within and between ocean basins and with water depth clearly indicates that changes in oceanwide average delta13C of [HCO3]- in seawater dominated the records, rather than local effects. Broad changes in the Neogene delta13C record were caused largely by transfer of organic carbon between continental and oceanic reservoirs. These transfers were caused by marine transgressions and regressions on the continental margins. The dominant feature of Neogene delta13C stratigraphy is a broad late early to early middle Miocene increase of about lâ between ~19 and 14.5 Ma. This trend occurred contemporaneously with a period of maximum coastal onlap (transgression) and maximum Neogene climatic warmth. The delta13C trend terminated during the expansion of the Antarctic ice sheet and associated marine regression. The latest Miocene carbon isotope shift (of up to - 0.75 per mil) at 6.2 Ma is clearly recorded in all sites examined and was followed by relatively low values during the remainder of the Neogene. This shift was caused by a glacioeustatic sealevel lowering that exposed continental margins via regression and ultimately increased the flux of organic carbon to the deep sea. An increase in delta13C values during the early Pliocene (~5 to 4 Ma) resulted from marine transgression during a time of global warmth.

(Table 1) Thermal conductivities of lithified core samples from ODP Leg 166 sites

The geothermal regime of the western margin of the Great Bahama Bank was examined using the bottom hole temperature and thermal conductivity measurements obtained during and after Ocean Drilling Program (ODP) Leg 166. This study focuses on the data from the drilling transect of Sites 1003 through 1007. These data reveal two important observational characteristics. First, temperature vs. cumulative thermal resistance profiles from all the drill sites show significant curvature in the depth range of 40 to 100 mbsf. They tend to be of concave-upward shape. Second, the conductive background heat-flow values for these five drill sites, determined from deep, linear parts of the geothermal profiles, show a systematic variation along the drilling transect. Heat flow is 43-45 mW/m**2 on the seafloor away from the bank and decreases upslope to ~35 mW/m**2. We examine three mechanisms as potential causes for the curved geothermal profiles. They are: (1) a recent increase in sedimentation rate, (2) influx of seawater into shallow sediments, and (3) temporal fluctuation of the bottom water temperature (BWT). Our analysis shows that the first mechanism is negligible. The second mechanism may explain the data from Sites 1004 and 1005. The temperature profile of Site 1006 is most easily explained by the third mechanism. We reconstruct the history of BWT at this site by solving the inverse heat conduction problem. The inversion result indicates gradual warming throughout this century by ~1°C and is agreeable to other hydrographic and climatic data from the western subtropic Atlantic. However, data from Sites 1003 and 1007 do not seem to show such trends. Therefore, none of the three mechanisms tested here explain the observations from all the drill sites. As for the lateral variation of the background heat flow along the drill transect, we believe that much of it is caused by the thermal effect of the topographic variation. We model this effect by obtaining a two-dimensional analytical solution. The model suggests that the background heat flow of this area is ~43 mW/m**2, a value similar to the background heat flow determined for the Gulf of Mexico in the opposite side of the Florida carbonate platform.

Late Paleocene to Eocene stable isotope record od ODP Site 143-865

An expanded and largely complete upper Paleocene to upper Eocene section was recovered from the pelagic cap overlying Allison Guyot, Mid-Pacific Mountains at Ocean Drilling Program (ODP) Site 865 (18°26'N, 179°33'W; paleodepth 1300-1500 m). Reconstructions show that the site was within a few degrees of the equator during the Paleogene. Because no other Paleogene sections have been recovered in the Pacific Ocean at such a low latitude, Site 865 provides a unique record of equatorial Pacific paleoceanography. Detailed stable isotopic investigations were conducted on three planktonic foraminiferal taxa (species of Acarinina, Morozovella, and Subbotina). We studied benthic foraminiferal isotopes at much lower resolution on species of Cibicidoides and Lenticulina, Nuttallides truempyi and Gavelinella beccariiformis, because of their exceptional rarity. The d18O and d13C stratigraphies from Site 865 are generally similar to those derived from other Paleocene and Eocene sections. The planktonic foraminiferal records at Site 865, however, include significantly less short-term, single-sample variability than those from higher-latitude sites, indicating that this tropical, oligotrophic location had a comparatively stable water column structure with a deep mixed layer and less seasonal variability. Low-amplitude (0.1-0.8 per mil) oscillations on timescales of 250,000 to 300,000 years correlate between the d13C records of all planktonic taxa and may represent fluctuations in the mixing intensity of surface waters. Peak sea surface temperatures of 24°-25°C occurred in the earliest Eocene, followed by a rapid cooling of 3-6°C in the late early Eocene. Temperatures remained cool and stable through the middle Eocene. In the late Eocene, surface water temperatures decreased further. Vertical temperature gradients decreased dramatically in the late Paleocene and were relatively constant through much of the Eocene but increased markedly in the late Eocene. Intermediate waters warmed through the late Paleocene, reaching a maximum temperature of 10°C in the early Eocene. Cooling in the middle and late Eocene paralleled that of surface waters, with latest Eocene temperatures below 5°C. Extinction patterns of benthic foraminifera in the latest Paleocene were similar to those observed at other Pacific sites and were coeval with a short-term, very rapid negative excursion in d13C values in planktonic and benthic taxa as at other sites. During this excursion, benthic foraminiferal d18O values decreased markedly, indicating warming of 4 to 6°C for tropical intermediate waters, while planktonic taxa show slight warming (1°C) followed by 2°C of cooling. Convergence of d18O values of planktonic and benthic foraminifera suggests that thermal gradients in the water column in this tropical location collapsed during the excursion. These data are consistent with the hypothesis that equatorial Pacific surface waters were a potential source of warm, higher salinity waters which filled portions of the deep ocean in the latest Paleocene. Oxygen isotopic data indicate that equator to high southern latitude sea surface thermal gradients decreased to as little as 4°C at the peak of the excursion, suggesting some fundamental change in global heat transport.

Stable isotope record of foraminifera from South Atlantic sediments with reconstruction of paleotemperatures and paleosalinities

Changes in surface water hydrography in the Southern Ocean (eastern Atlantic sector) could be reconstructed on the basis of isotope-geochemical and micropaleontological studies. A total of 75 high quality multicorer sediment surface samples from the southern South Atlantic Ocean and three Quaternary sediment cores, taken on a meridional transect across the Antarctic Circumpolar Current, have been investigated. The results of examining stable oxygen isotope compositions of 24 foraminiferal species and morphotypes were compared to the near-surface hydrography. The different foraminifera have been divided into four groups living at different depths in the upper water column. The 8180 differences between shallow-living (e.g. G. bulloides, N. pachyderma) and deeper-dwelling (e. g. G. inflata) species reflect the measured temperature gradient of the upper 250 m in the water column. Thus, the 6180 difference between shallow-living and deeper-living foraminifera can be used as an indicator for the vertical temperature gradient in the surface water of the Antarctic Circumpolar Current, which is independent of ice volume. All planktonic foraminifera in the surface sediment samples have been counted. 27 species and morphotypes have been selected, to form a reference data Set for statistical purposes. By using R- and Q-mode principal component analysis these planktonic foraminifera have been divided into four and five assemblages, respectively. The geographic distribution of these assemblages is mainly linked to the temperature of sea-surface waters. The five assemblages (factors) of the Q-mode principal component analysis account for 97.l % of the variance of original data. Following the transferfunction- technique a multiple regression between the Q-mode factors and the actual mean sea-surface environmental parameters resulted in a set of equations. The new transfer function can be used to estimate past sea-surface seasonal temperatures for paleoassemblages of planktonic foraminifera with a precision of approximately ±1.2°C. This transfer function F75-27-5 encompasses in particular the environmental conditions in the Atlantic sector of the Antarctic Circumpolar Current. During the last 140,000 years reconstructed sea-surface temperatures fluctuated in the present northern Subantarctic Zone (PS2076-1/3) at an amplitude of up to 7.5°C in summer and of up to 8.5°C in winter. In the present Polarfrontal Zone (PS1754-1) these fluctuations between glacials and interglacials show lower temperatures from 2.5 to 8.5°C in summer and from 1.0 to 5.0°C in winter, respectively. Compared to today, calculated oxygen isotope temperature gradients in the present Subantarctic Zone were lower during the last 140,000 years. This is an indicator for a good mixing of the upper water column. In the Polarfrontal Zone also lower oxygen isotope temperature gradients were found for the glacials 6, 4 and 2. But almost similar temperature gradients as today were found during the interglacial stages 5, 3 and the Holocene, which implicates a mixing of the upper water column compared to present. Paleosalinities were reconstructed by combining d18O-data and the evaluated transfer function paleotemperatures. Especially in the present Polarfrontal Zone (PS1754-1) and in the Antarctic Zone (PS1768-8), a short-term reduction of salinity up to 4 %o, could be detected. This significant reduction in sea-surface water salinity indicates the increased influx of melt-water at the beginning of deglaciation in the southern hemisphere at the end of the last glacial, approximately 16,500-13,000 years ago. The reconstruction of environmental Parameters indicates only small changes in the position of the frontal Systems in the eastern sector of the Antarctic Circumpolar Current during the last 140,000 years. The average position of the Subtropical Front and Subantarctic Front shifted approximately three latitudes between interglacials and glacials. The Antarctic Polar Front shifted approximately four latitudes. But substantial modifications of this scenario have been interpreted for the reconstruction of cold sea-surface temperatures at 41Â S during the oxygen isotope stages 16 and 14 to 12. During these times the Subtropical Front was probably shified up to seven latitudes northwards.

(Table 1) Radiocarbon ages of ODP Hole 146-893A

High-resolution planktonic foraminiferal census data from Santa Barbara Basin (Ocean Drilling Program hole 893A) demonstrate major assemblage switches between 25 and 60 ka that were associated with Dansgaard-Oeschger cycles. Stadials dominated by Neogloboquadrina pachyderma (sinistral), and Globigerinoides glutinata suggest a strong subpolar California Current influence, while interstadials marked by abundant N. pachyderma (dextral) and G. bulloides indicate a relative increase in subtropical countercurrent influence. Modern analog technique and transfer function (F-20RSC) temperature reconstructions support d18O evidence of large rapid (70 years or less) sea surface temperature shifts (3° to 5°C) between stadials and interstadials. Changes in the vertical temperature gradient and water column structure (thermocline depth) are recorded by planktonic faunal oscillations suggest bimodal stability in the organization of North Pacific surface ocean circulation. Santa Barbara Basin surface water demonstrates the rapid response of the California Current System to reorganization of North Pacific atmospheric circulation during rapid climate change.

Ablative Pyrolysis of Beetle-killed Trees

Thesis (Ph.D.)--University of Washington, 2016-06

Stability of benzylpenicillin during continuous home intravenous therapy

Objectives: The aim of this study was to investigate the temperature profile of home intravenous (iv) antibiotic reservoirs and the stability of 16 megaunits of benzylpenicillin sodium in 120 mL of sodium chloride 0.9% at constant and variable temperatures. Methods: A Tinytag computerized thermometer recorded temperatures every minute in the home iv antibiotic reservoir pouches of nine patients over a 24 h period. Similar bags containing benzylpenicillin sodium (16 megaunits) were maintained either at a constant 36degreesC, 26degreesC or 21-22degreesC or were worn in a pouch by five healthy volunteers for a 24 h period. Other bags were stored at 3-5degreesC for 10 days. The bags were sampled at timed intervals and benzylpenicillin concentrations assayed by HPLC. Results: Median temperatures recorded in the infusion bags worn by the nine patients were in the range 16.7-34.1degreesC. For infusion bags maintained at 36degreesC, 26degreesC and 21-22degreesC, the concentrations of benzylpenicillin dropped below 90% of the initial concentration at a mean time of 5 h 18 min, 12 h 54 min and 13 h 20 min, respectively, whereas for bags worn by the healthy volunteers the mean time for 10% loss of benzylpenicillin was 9 h 20 min. In contrast, at 3-5degreesC, concentrations of benzylpenicillin only dropped below 90% of the initial concentration at 8 days. Conclusions: Significant temperature-dependent degradation of benzylpenicillin occurs during continuous home iv antibiotic programme infusions, which could result in loss of efficacy.

Advanced liquid-liquid extraction : studies in a laboratory mixer-settler

A ten stage laboratory mixer-settler has been designed, constructed and operated with efficiencies up to 90%. The phase equilibrium data of the system acetic acid-toluene-water at different temperatures has been determined and correlated. Trials for prediction of these data have been investigated and a good agreement between the experimental data and the predictions obtained by the NRTL equation have been found. Extraction processes have been analysed. A model for determination of the time needed for a countercurrent stage-wise process to come to steady state has been derived. The experimental data was in reasonable agreement with this model. The discrete maximum principle has been applied to optimize the countercurrent extraction process and proved to be highly successful in predicting the optimum operating conditions which were confirmed by the experimental results. The temperature has proved to be a prosolvent for mass transfer in both directions but the temperature profile functioned as an anti solvent.

Influence of reaction atmosphere (H2O, N2, H2, CO2, CO) on fluidized-bed fast pyrolysis of biomass using detailed tar vapor chemistry in computational fluid dynamics

Secondary pyrolysis in fluidized bed fast pyrolysis of biomass is the focus of this work. A novel computational fluid dynamics (CFD) model coupled with a comprehensive chemistry scheme (134 species and 4169 reactions, in CHEMKIN format) has been developed to investigate this complex phenomenon. Previous results from a transient three-dimensional model of primary pyrolysis were used for the source terms of primary products in this model. A parametric study of reaction atmospheres (H2O, N2, H2, CO2, CO) has been performed. For the N2 and H2O atmosphere, results of the model compared favorably to experimentally obtained yields after the temperature was adjusted to a value higher than that used in experiments. One notable deviation versus experiments is pyrolytic water yield and yield of higher hydrocarbons. The model suggests a not overly strong impact of the reaction atmosphere. However, both chemical and physical effects were observed. Most notably, effects could be seen on the yield of various compounds, temperature profile throughout the reactor system, residence time, radical concentration, and turbulent intensity. At the investigated temperature (873 K), turbulent intensity appeared to have the strongest influence on liquid yield. With the aid of acceleration techniques, most importantly dimension reduction, chemistry agglomeration, and in-situ tabulation, a converged solution could be obtained within a reasonable time (∼30 h). As such, a new potentially useful method has been suggested for numerical analysis of fast pyrolysis.

Simulação da destilação molecular de filme descendente para o petróleo

The heavy part of the oil can be used for numerous purposes, e.g. to obtain lubricating oils. In this context, many researchers have been studying alternatives such separation of crude oil components, among which may be mentioned molecular distillation. Molecular distillation is a forced evaporation technique different from other conventional processes in the literature. This process can be classified as a special distillation case under high vacuum with pressures that reach extremely low ranges of the order of 0.1 Pascal. The evaporation and condensation surfaces must have a distance from each other of the magnitude order of mean free path of the evaporated molecules, that is, molecules evaporated easily reach the condenser, because they find a route without obstacles, what is desirable. Thus, the main contribution of this work is the simulation of the falling-film molecular distillation for crude oil mixtures. The crude oil was characterized using UniSim® Design and R430 Aspen HYSYS® V8.5. The results of this characterization were performed in spreadsheets of Microsoft® Excel®, calculations of the physicochemical properties of the waste of an oil sample, i.e., thermodynamic and transport. Based on this estimated properties and boundary conditions suggested by the literature, equations of temperature and concentration profiles were resolved through the implicit finite difference method using the programming language Visual Basic® (VBA) for Excel®. The result of the temperature profile showed consistent with the reproduced by literature, having in their initial values a slight distortion as a result of the nature of the studied oil is lighter than the literature, since the results of the concentration profiles were effective allowing realize that the concentration of the more volatile decreases and of the less volatile increases due to the length of the evaporator. According to the transport phenomena present in the process, the velocity profile tends to increase to a peak and then decreases, and the film thickness decreases, both as a function of the evaporator length. It is concluded that the simulation code in Visual Basic® language (VBA) is a final product of the work that allows application to molecular distillation of petroleum and other similar mixtures.