942 resultados para LOW ASPECT RATIO


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Superresolution from plenoptic cameras or camera arrays is usually treated similarly to superresolution from video streams. However, the transformation between the low-resolution views can be determined precisely from camera geometry and parallax. Furthermore, as each low-resolution image originates from a unique physical camera, its sampling properties can also be unique. We exploit this option with a custom design of either the optics or the sensor pixels. This design makes sure that the sampling matrix of the complete system is always well-formed, enabling robust and high-resolution image reconstruction. We show that simply changing the pixel aspect ratio from square to anamorphic is sufficient to achieve that goal, as long as each camera has a unique aspect ratio. We support this claim with theoretical analysis and image reconstruction of real images. We derive the optimal aspect ratios for sets of 2 or 4 cameras. Finally, we verify our solution with a camera system using an anamorphic lens.

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OBJECTIVES In HIV-negative populations light to moderate alcohol consumption is associated with a lower cardiovascular morbidity and mortality than alcohol abstention. Whether the same holds true for HIV-infected individuals has not been evaluated in detail. DESIGN Cohort study METHODS:: Adults on antiretroviral therapy in the Swiss HIV Cohort Study with follow-up after August 2005 were included. We categorized alcohol consumption into: abstention, low (1-9 g/d), moderate (10-29 g/d in females and 10-39g/d in men) and high alcohol intake. Cox proportional hazards models were used to describe the association between alcohol consumption and cardiovascular disease free survival (combined endpoint) as well as cardiovascular disease events (CADE) and overall survival. Baseline and time-updated risk factors for CADE were included in the models. RESULTS Among 9,741 individuals included, there were 788 events of major CADE or death during 46,719 years of follow-up, corresponding to an incidence of 1.69 events/100 person-years. Follow-up according to alcohol consumption level was 51% abstention, 20% low, 23% moderate and 6% high intake. As compared to abstention, low (hazard ratio 0.79, 95% confidence interval 0.63-0.98) and moderate alcohol intake (0.78, 0.64-0.95) were associated with a lower incidence of the combined endpoint. There was no significant association between alcohol consumption and CADE. CONCLUSIONS Compared to abstention, low and moderate alcohol intake were associated with a better CADE-free survival. However, this result was mainly driven by mortality and the specific impact of drinking patterns and type of alcoholic beverage on this outcome remains to be determined.

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Polymer nanocomposites, specifically nanoclay-reinforced polymers, have attracted great interest as matrix materials for high temperature composite applications. Nanocomposites require relatively low dispersant loads to achieve significant property enhancements. These enhancements are mainly a consequence of the interfacial effects that result from dispersing the silicate nanolayers in the polymer matrix and the high in-plane strength, stiffness and aspect ratio of the lamellar nanoparticles. The montmorillonite (MMT) clay, modified with organic onium ions with long alkyl chains as Cloisites, has been widely used to obtain nanocomposites. The presence of reactive groups in organic onium ions can form chemical bonds with the polymer matrix which favours a very high exfoliation degree of the clay platelets in the nanocomposite (1,2)

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This contribution presents results of an incompressible two-dimensional flow over an open cavity of fixed aspect ratio (length/depth) L/D = 2 and the coupling between the three dimensional low frequency oscillation mode confined in the cavity and the wave-like disturbances evolving on the downstream wall of the cavity in the form of Tollmien-Schlichting waves. BiGlobal instability analysis is conducted to search the global disturbances superimposed upon a two-dimensional steady basic flow. The base solution is computed by the integration of the laminar Navier-Stokes equations in primitive variable formulation, while the eigenvalue problem (EVP) derived from the discretization of the linearized equations of motion in the BiGlobal framework is solved using an iterative procedure. The formulation of the BiGlobal EVP for the unbounded flow in the open cavity problem introduces additional difficulties regarding the flow-through boundaries. Local analysis has been utilized for the determination of the proper boundary conditions in the upper limit of the downstream region

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The flexural vibration of a homogeneous isotropic linearly elastic cylinder of any aspect ratio is analysed in this paper. Natural frequencies of a cylinder under uniformly distributed axial loads acting on its bases are calculated numerically by the Ritz method with terms of power series in the coordinate directions as approximating functions. The effect of axial loads on the flexural vibration cannot be described by applying infinitesimal strain theory, therefore, geometrically nonlinear strain–displacement relations with second-order terms are considered here. The natural frequencies of free–free, clamped–clamped, and sliding–sliding cylinders subjected to axial loads are calculated using the proposed three-dimensional Ritz approach and are compared with those obtained with the finite element method and the Bernoulli–Euler theory. Different experiments with cylinders axially compressed by a hydraulic press are carried out and the experimental results for the lowest flexural frequency are compared with the numerical results. An approach based on the Ritz formulation is proposed for the flexural vibration of a cylinder between the platens of the press with constraints varying with the intensity of the compression. The results show that for low compressions the cylinder behaves similarly to a sliding–sliding cylinder, whereas for high compressions the cylinder vibrates as a clamped–clamped one.

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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.

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We present a set of new volume scaling relationships specific to Svalbard glaciers, derived from a sample of 60 volume–area pairs. Glacier volumes are computed from ground-penetrating radar (GPR)-retrieved ice thickness measurements, which have been compiled from different sources for this study. The most precise scaling models, in terms of lowest cross-validation errors, are obtained using a multivariate approach where, in addition to glacier area, glacier length and elevation range are also used as predictors. Using this multivariate scaling approach, together with the Randolph Glacier Inventory V3.2 for Svalbard and Jan Mayen, we obtain a regional volume estimate of 6700 ± 835 km3, or 17 ± 2 mm of sea-level equivalent (SLE). This result lies in the mid- to low range of recently published estimates, which show values as varied as 13 and 24 mm SLE. We assess the sensitivity of the scaling exponents to glacier characteristics such as size, aspect ratio and average slope, and find that the volume of steep-slope and cirque-type glaciers is not very sensitive to changes in glacier area.

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Preservation of ultrahigh-pressure (UHP) minerals formed at depths of 90–125 km require unusual conditions. Our subduction model involves underflow of a salient (250 ± 150 km wide, 90–125 km long) of continental crust embedded in cold, largely oceanic crust-capped lithosphere; loss of leading portions of the high-density oceanic lithosphere by slab break-off, as increasing volumes of microcontinental material enter the subduction zone; buoyancy-driven return toward midcrustal levels of a thin (2–15 km thick), low-density slice; finally, uplift, backfolding, normal faulting, and exposure of the UHP terrane. Sustained over ≈20 million years, rapid (≈5 mm/year) exhumation of the thin-aspect ratio UHP sialic sheet caught between cooler hanging-wall plate and refrigerating, downgoing lithosphere allows withdrawal of heat along both its upper and lower surfaces. The intracratonal position of most UHP complexes reflects consumption of an intervening ocean basin and introduction of a sialic promontory into the subduction zone. UHP metamorphic terranes consist chiefly of transformed, yet relatively low-density continental crust compared with displaced mantle material—otherwise such complexes could not return to shallow depths. Relatively rare metabasaltic, metagabbroic, and metacherty lithologies retain traces of phases characteristic of UHP conditions because they are massive, virtually impervious to fluids, and nearly anhydrous. In contrast, H2O-rich quartzofeldspathic, gneissose/schistose, more permeable metasedimentary and metagranitic units have backreacted thoroughly, so coesite and other UHP silicates are exceedingly rare. Because of the initial presence of biogenic carbon, and its especially sluggish transformation rate, UHP paragneisses contain the most abundantly preserved crustal diamonds.

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In this thesis, we present the generation and studies of a 87Rb Bose-Einstein condensate (BEC) perturbed by an oscillatory excitation. The atoms are trapped in a harmonic magnetic trap where, after an evaporative cooling process, we produce the BEC. In order to study the effect caused by oscillatory excitations, a quadrupole magnetic field time oscillatory is superimposed to the trapping potential. Through this perturbation, collective modes were observed. The dipole mode is excited even for low excitation amplitudes. However, a minimum excitation energy is needed to excite the condensate quadrupole mode. Observing the excited cloud in TOF expansion, we note that for excitation amplitude in which the quadrupole mode is excited, the cloud expands without invert its aspect ratio. By looking these clouds, after long time-of-flight, it was possible to see vortices and, sometimes, a turbulent state in the condensed cloud. We calculated the momentum distribution of the perturbed BECs and a power law behavior, like the law to Kolmogorov turbulence, was observed. Furthermore, we show that using the method that we have developed to calculate the momentum distribution, the distribution curve (including the power law exponent) exhibits a dependence on the quadrupole mode oscillation of the cloud. The randomness distribution of peaks and depletions in density distribution image of an expanded turbulent BEC, remind us to the intensity profile of a speckle light beam. The analogy between matter-wave speckle and light speckle is justified by showing the similarities in the spatial propagation (or time expansion) of the waves. In addition, the second order correlation function is evaluated and the same dependence with distance was observed for the both waves. This creates the possibility to understand the properties of quantum matter in a disordered state. The propagation of a three-dimensional speckle field (as the matter-wave speckle described here) creates an opportunity to investigate the speckle phenomenon existing in dimensions higher than 2D (the case of light speckle).

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This paper deals with the evolution of the state of dispersion of organically modified montmorillonites in epoxy or amine precursors. The epoxy prepolymer is a diglycidyl ether of bisphenol A (DGEBA) and the curing agent is an aliphatic diamine with a polyoxypropylene backbone (Jeffamine D2000). The clay dispersion is evaluated at the platelet scale (nanoscopic scale) from X-ray spectrometry [wide-angle X-ray diffraction (WAXD) and small-angle X-ray scattering (SAXS)] and at the aggregates scale (microscopic scale) from rheological analysis. The organoclays used form gels in the monomers above the percolation threshold if no shear is applied and present a mechanical gel/sol transition when shear stress increases. Gel strength and viscosity at high shear rates are linked to the nanometric state of dispersion and reveal the existence of two different organizations depending on organoclay/monomer interactions: (i) When the clay shows good interactions with the monomer, a significant swelling of the clay galleries by the monomer is obtained. These swollen particles lead to formation of weak gels which after shearing give high relative viscosity fluids. (ii) When the clay develops poor interactions with the monomer, the clay tends to reduce its exchange surface with the monomer and leads to a strongly connected gel. Shear breaks down this physical network leading to a very low relative viscosity fluid composed of nonswollen particles keeping a high aspect ratio. (C) 2003 Elsevier B.V All rights reserved.

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Niobium pentoxide reacts actively with concentrate NaOH solution under hydrothermal conditions at as low as 120 degrees C. The reaction ruptures the corner-sharing of NbO7 decahedra and NbO6 octahedra in the reactant Nb2O5, yielding various niobates, and the structure and composition of the niobates depend on the reaction temperature and time. The morphological evolution of the solid products in the reaction at 180 degrees C is monitored via SEM: the fine Nb2O5 powder aggregates first to irregular bars, and then niobate fibers with an aspect ratio of hundreds form. The fibers are microporous molecular sieve with a monoclinic lattice, Na2Nb2O6 center dot(2)/3H2O. The fibers are a metastable intermediate of this reaction, and they completely convert to the final product NaNbO3 Cubes in the prolonged reaction of 1 h. This study demonstrates that by carefully optimizing the reaction condition, we can selectively fabricate niobate structures of high purity, including the delicate microporous fibers, through a direct reaction between concentrated NaOH solution and Nb2O5. This synthesis route is simple and suitable for the large-scale production of the fibers. The reaction first yields poorly crystallized niobates consisting of edge-sharing NbO6 octahedra, and then the microporous fibers crystallize and grow by assembling NbO6 octahedra or clusters of NbO6 octahedra and NaO6 units. Thus, the selection of the fibril or cubic product is achieved by control of reaction kinetics. Finally, niobates with different structures exhibit remarkable differences in light absorption and photoluminescence properties. Therefore, this study is of importance for developing new functional materials by the wet-chemistry process.

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Since 1996 direct femtosecond inscription in transparent dielectrics has become the subject of intensive research. This enabling technology significantly expands the technological boundaries for direct fabrication of 3D structures in a wide variety of materials. It allows modification of non-photosensitive materials, which opens the door to numerous practical applications. In this work we explored the direct femtosecond inscription of waveguides and demonstrated at least one order of magnitude enhancement in the most critical parameter - the induced contrast of the refractive index in a standard borosilicate optical glass. A record high induced refractive contrast of 2.5×10-2 is demonstrated. The waveguides fabricated possess one of the lowest losses, approaching level of Fresnel reflection losses at the glassair interface. High refractive index contrast allows the fabrication of curvilinear waveguides with low bend losses. We also demonstrated the optimisation of the inscription regimes in BK7 glass over a broad range of experimental parameters and observed a counter-intuitive increase of the induced refractive index contrast with increasing translation speed of a sample. Examples of inscription in a number of transparent dielectrics hosts using high repetition rate fs laser system (both glasses and crystals) are also presented. Sub-wavelength scale periodic inscription inside any material often demands supercritical propagation regimes, when pulse peak power is more than the critical power for selffocusing, sometimes several times higher than the critical power. For a sub-critical regime, when the pulse peak power is less than the critical power for self-focusing, we derive analytic expressions for Gaussian beam focusing in the presence of Kerr non-linearity as well as for a number of other beam shapes commonly used in experiments, including astigmatic and ring-shaped ones. In the part devoted to the fabrication of periodic structures, we report on recent development of our point-by-point method, demonstrating the shortest periodic perturbation created in the bulk of a pure fused silica sample, by using third harmonics (? =267 nm) of fundamental laser frequency (? =800 nm) and 1 kHz femtosecond laser system. To overcome the fundamental limitations of the point-by-point method we suggested and experimentally demonstrated the micro-holographic inscription method, which is based on using the combination of a diffractive optical element and standard micro-objectives. Sub-500 nm periodic structures with a much higher aspect ratio were demonstrated. From the applications point of view, we demonstrate examples of photonics devices by direct femtosecond fabrication method, including various vectorial bend-sensors fabricated in standard optical fibres, as well as a highly birefringent long-period gratings by direct modulation method. To address the intrinsic limitations of femtosecond inscription at very shallow depths we suggested the hybrid mask-less lithography method. The method is based on precision ablation of a thin metal layer deposited on the surface of the sample to create a mask. After that an ion-exchange process in the melt of Ag-containing salts allows quick and low-cost fabrication of shallow waveguides and other components of integrated optics. This approach covers the gap in direct fs inscription of shallow waveguide. Perspectives and future developments of direct femtosecond micro-fabrication are also discussed.

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Packed beds have many industrial applications and are increasingly used in the process industries due to their low pressure drop. With the introduction of more efficient packings, novel packing materials (i.e. adsorbents) and new applications (i.e. flue gas desulphurisation); the aspect ratio (height to diameter) of such beds is decreasing. Obtaining uniform gas distribution in such beds is of crucial importance in minimising operating costs and optimising plant performance. Since to some extent a packed bed acts as its own distributor the importance of obtaining uniform gas distribution has increased as aspect ratios (bed height to diameter) decrease. There is no rigorous design method for distributors due to a limited understanding of the fluid flow phenomena and in particular of the effect of the bed base / free fluid interface. This study is based on a combined theoretical and modelling approach. The starting point is the Ergun Equation which is used to determine the pressure drop over a bed where the flow is uni-directional. This equation has been applied in a vectorial form so it can be applied to maldistributed and multi-directional flows and has been realised in the Computational Fluid Dynamics code PHOENICS. The use of this equation and its application has been verified by modelling experimental measurements of maldistributed gas flows, where there is no free fluid / bed base interface. A novel, two-dimensional experiment has been designed to investigate the fluid mechanics of maldistributed gas flows in shallow packed beds. The flow through the outlet of the duct below the bed can be controlled, permitting a rigorous investigation. The results from this apparatus provide useful insights into the fluid mechanics of flow in and around a shallow packed bed and show the critical effect of the bed base. The PHOENICS/vectorial Ergun Equation model has been adapted to model this situation. The model has been improved by the inclusion of spatial voidage variations in the bed and the prescription of a novel bed base boundary condition. This boundary condition is based on the logarithmic law for velocities near walls without restricting the velocity at the bed base to zero and is applied within a turbulence model. The flow in a curved bed section, which is three-dimensional in nature, is examined experimentally. The effect of the walls and the changes in gas direction on the gas flow are shown to be particularly significant. As before, the relative amounts of gas flowing through the bed and duct outlet can be controlled. The model and improved understanding of the underlying physical phenomena form the basis for the development of new distributors and rigorous design methods for them.

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In this paper, the research focus is how to entangle magnetic dipoles to control/engineer magnetic properties of different devices at a submicron/nano scale. Here, we report the generation of synthetic arrays of tunable magnetic dipoles in a nanomodulated continuous ferromagnetic film. In-plane magnetic field rotations in modulated Ni 45Fe 55 revealed various rotational symmetries of magnetic anisotropy due to dipolar interaction with a crossover from lower to higher fold as a function of modulation geometry. Additionally, the effect of aspect ratio on symmetry shows a novel phase shift of anisotropy, which could be critical to manipulate the overall magnetic properties of the patterned film. The tendency to form vortex is in fact found to be very small, which highlights that the strong coupling between metastable dipoles is more favorable than vortex formation to minimize energy in this nanomodulated structure. This has further been corroborated by the observation of step hysteresis, magnetic force microscopy images of tunable magnetic dipoles, and quantitative micromagnetic simulations. An analytical expression has been derived to estimate the overall anisotropy accurately for nanomodulated film having low magnetocrystaline anisotropy. Derived mathematical expressions based on magnetic dipolar interaction are found to be in good agreement with our results.

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Fabrication of nanoscale patterns through the bottom-up approach of self-assembly of phase-separated block copolymers (BCP) holds promise for nanoelectronics applications. For lithographic applications, it is useful to vary the morphology of BCPs by monitoring various parameters to make “from lab to fab” a reality. Here I report on the solvent annealing studies of lamellae forming polystyrene-blockpoly( 4-vinylpyridine) (PS-b-P4VP). The high Flory-Huggins parameter (χ = 0.34) of PS-b-P4VP makes it an ideal BCP system for self-assembly and template fabrication in comparison to other BCPs. Different molecular weights of symmetric PS-b-P4VP BCPs forming lamellae patterns were used to produce nanostructured thin films by spin-coating from mixture of toluene and tetrahydrofuran(THF). In particular, the morphology change from micellar structures to well-defined microphase separated arrangements is observed. Solvent annealing provides a better alternative to thermal treatment which often requires long annealing periods. The choice of solvent (single and dual solvent exposure) and the solvent annealing conditions have significant effects on the morphology of films and it was found that a block neutral solvent was required to realize vertically aligned PS and P4VP lamellae. Here, we have followed the formation of microdomain structures with time development at different temperatures by atomic force microscopy (AFM). The highly mobilized chains phase separate quickly due to high Flory-Huggins (χ) parameter. Ultra-small feature size (~10 nm pitch size) nanopatterns were fabricated by using low molecular weight PSb- P4VP (PS and P4VP blocks of 3.3 and 3.1 kg mol-1 respectively). However, due to the low etch contrast between the blocks, pattern transfer of the BCP mask is very challenging. To overcome the etch contrast problem, a novel and simple in-situ hard mask technology is used to fabricate the high aspect ratio silicon nanowires. The lamellar structures formed after self-assembly of phase separated PS-b-P4VP BCPs were used to fabricate iron oxide nanowires which acted as hard mask material to facilitate the pattern transfer into silicon and forming silicon nanostructures. The semiconductor and optical industries have shown significant interest in two dimensional (2D) molybdenum disulphide (MoS2) as a potential device material due to its low band gap and high mobility. However, current methods for its synthesis are not ‘fab’ friendly and require harsh environments and processes. Here, I also report a novel method to prepare MoS2 layered structures via self-assembly of a PS-b-P4VP block copolymer system. The formation of the layered MoS2 was confirmed by XPS, Raman spectroscopy and high resolution transmission electron microscopy.