(Table A1) Species list of the high Antarctic Weddell Sea food web

Human-induced habitat destruction, overexploitation, introduction of alien species and climate change are causing species to go extinct at unprecedented rates, from local to global scales. There are growing concerns that these kinds of disturbances alter important functions of ecosystems. Our current understanding is that key parameters of a community (e.g. its functional diversity, species composition, and presence/absence of vulnerable species) reflect an ecological network's ability to resist or rebound from change in response to pressures and disturbances, such as species loss. If the food web structure is relatively simple, we can analyse the roles of different species interactions in determining how environmental impacts translate into species loss. However, when ecosystems harbour species-rich communities, as is the case in most natural systems, then the complex network of ecological interactions makes it a far more challenging task to perceive how species' functional roles influence the consequences of species loss. One approach to deal with such complexity is to focus on the functional traits of species in order to identify their respective roles: for instance, large species seem to be more susceptible to extinction than smaller species. Here, we introduce and analyse the marine food web from the high Antarctic Weddell Sea Shelf to illustrate the role of species traits in relation to network robustness of this complex food web. Our approach was threefold: firstly, we applied a new classification system to all species, grouping them by traits other than body size; secondly, we tested the relationship between body size and food web parameters within and across these groups and finally, we calculated food web robustness. We addressed questions regarding (i) patterns of species functional/trophic roles, (ii) relationships between species functional roles and body size and (iii) the role of species body size in terms of network robustness. Our results show that when analyzing relationships between trophic structure, body size and network structure, the diversity of predatory species types needs to be considered in future studies.

Surface temperature measurements near Ny-Ålesund, Svalbard, Norway in 2008 with links to data files

The ground surface temperature is one of the key parameters that determine the thermal regime of permafrost soils in arctic regions. Due to remoteness of most permafrost areas, monitoring of the land surface temperature (LST) through remote sensing is desirable. However, suitable satellite platforms such as MODIS provide spatial resolutions, that cannot resolve the considerable small-scale heterogeneity of the surface conditions characteristic for many permafrost areas. This study investigates the spatial variability of summer surface temperatures of high-arctic tundra on Svalbard, Norway. A thermal imaging system mounted on a mast facilitates continuous monitoring of approximately 100 x 100 m of tundra with a wide variability of different surface covers and soil moisture conditions over the entire summer season from the snow melt until fall. The net radiation is found to be a control parameter for the differences in surface temperature between wet and dry areas. Under clear-sky conditions in July, the differences in surface temperature between wet and dry areas reach up to 10K. The spatial differences reduce strongly in weekly averages of the surface temperature, which are relevant for the soil temperature evolution of deeper layers. Nevertheless, a considerable variability remains, with maximum differences between wet and dry areas of 3 to 4K. Furthermore, the pattern of snow patches and snow-free areas during snow melt in July causes even greater differences of more than 10K in the weekly averages. Towards the end of the summer season, the differences in surface temperature gradually diminish. Due to the pronounced spatial variability in July, the accumulated degree-day totals of the snow-free period can differ by more than 60% throughout the study area. The terrestrial observations from the thermal imaging system are compared to measurements of the land surface temperature from the MODIS sensor. During periods with frequent clear-sky conditions and thus a high density of satellite data, weekly averages calculated from the thermal imaging system and from MODIS LST agree within less than 2K. Larger deviations occur when prolonged cloudy periods prevent satellite measurements. Futhermore, the employed MODIS L2 LST data set contains a number of strongly biased measurements, which suggest an admixing of cloud top temperatures. We conclude that a reliable gap filling procedure to moderate the impact of prolonged cloudy periods would be of high value for a future LST-based permafrost monitoring scheme. The occurrence of sustained subpixel variability of the summer surface temperature is a complicating factor, whose impact needs to be assessed further in conjunction with other spatially variable parameters such as the snow cover and soil properties.

Review of the Performance of Residential PV systems in Belgium

The main objective of this paper is to review the state of the art of residential PV systems in Belgium by the analysis of the operational data of 993 installations. For that, three main questions are posed: how much energy do they produce? What level of performance is associated to their production? Which are the key parameters that most influence their quality? This work brings answers to these questions. A middling commercial PV system, optimally oriented, produces a mean annual energy of 892 kWh/kWp. As a whole, the orientation of PV generators causes energy productions to be some 6% inferior to optimally oriented PV systems. The mean performance ratio is 78% and the mean performance index is 85%. That is to say, the energy produced by a typical PV system in Belgium is 15% inferior to the energy produced by a very high quality PV system. Finally, on average, the real power of the PV modules falls 5% below its corresponding nominal power announced on the manufacturer's datasheet. Differences between real and nominal power of up to 16% have been detected.

Review of the Performance of Residential PV systems in France

The main objective of this paper is to review the state of the art of residential PV systems in France. This is done analyzing the operational data of 6868 installations. Three main questions are posed. How much energy do they produce? What level of performance is associated to their production? Which are the key parameters that most influence their quality? During the year 2010, the PV systems in France have produced a mean annual energy of 1163 kWh/kWp. As a whole, the orientation of PV generators causes energy productions to be some 7% inferior to optimally oriented PV systems. The mean Performance Ratio is 76% and the mean Performance Index is 85%. That is to say, the energy produced by a typical PV system in France is 15% inferior to the energy produced by a very high quality PV system. On average, the real power of the PV modules falls 4.9% below its corresponding nominal power announced on the manufacturer's datasheet. A brief analysis by PV modules technology has led to relevant observations about two technologies in particular. On the one hand, the PV systems equipped with heterojunction with intrinsic thin layer (HIT) modules show performances higher than average. On the other hand, the systems equipped with the copper indium (di)selenide (CIS) modules show a real power that is 16% lower than their nominal value.

Performance Analysis of 10,000 Residential PV Systems in France and Belgium

The main objective of this paper is to review the state of the art of residential PV systems in France and Belgium. This is done analyzing the operational data of 10650 PV systems (9657 located in France and 993 in Belgium). Three main questions are posed. How much energy do they produce? What level of performance is associated to their production? Which are the key parameters that most influence their quality? During the year 2010, the PV systems in France have produced a mean annual energy of 1163 kWh/kWp in France and 852 kWh/kWp in Belgium. As a whole, the orientation of PV generators causes energy productions to be some 7% inferior to optimally oriented PV systems. The mean Performance Ratio is 76% in France and 78% in Belgium, and the mean Performance Index is 85% in both countries. On average, the real power of the PV modules falls 4.9% below its corresponding nominal power announced on the manufacturer?s datasheet. A brief analysis by PV modules technology has lead to relevant observations about two technologies in particular. On the one hand, the PV systems equipped with Heterojunction with Intrinsic. Thin layer (HIT) modules show performances higher than average. On the other hand, the systems equipped with Copper Indium (di)Selenide (CIS) modules show a real power that is 16 % lower than their nominal value.

Improved design of an overhead rail current conductor for application in underground lines

Overhead rail current collector systems for railway traction offer certain features, such as low installation height and reduced maintenance, which make them predominantly suitable for use in underground train infrastructures. Due to the increased demands of modern catenary systems and higher running speeds of new vehicles, a more capable design of the conductor rail is needed. A new overhead conductor rail has been developed and its design has been patented [13]. Modern simulation and modelling techniques were used in the development approach. The new conductor rail profile has a dynamic behaviour superior to that of the system currently in use. Its innovative design permits either an increase of catenary support spacing or a higher vehicle running speed. Both options ensure savings in installation or operating costs. The simulation model used to optimise the existing conductor rail profile included both a finite element model of the catenary and a three-dimensional multi-body system model of the pantograph. The contact force that appears between pantograph and catenary was obtained in simulation. A sensitivity analysis of the key parameters that influence in catenary dynamics was carried out, finally leading to the improved design.

Fiabilidad de los sistemas fotovoltaicos autónomos

Los sistemas fotovoltaicos autónomos, es decir, sistemas que carecen de conexión a la red eléctrica, presentan una gran utilidad para poder llevar a cabo la electrificación de lugares remotos donde no hay medios de acceder a la energía eléctrica. El continuo avance en el número de sistemas instalados por todo el mundo y su continua difusión técnica no significa que la implantación de estas instalaciones no presente ninguna problemática. A excepción del panel fotovoltaico que presenta una elevada fiabilidad, el resto de elementos que forman el sistema presentan numerosos problemas y dependencias, por tanto el estudio de las fiabilidades de estos elementos es obligado. En este proyecto se pretende analizar y estudiar detalladamente la fiabilidad de los sistemas fotovoltaicos aislados. Primeramente, el presente documento ofrece una introducción sobre la situación mundial de las energías renovables, así como una explicación detallada de la energía fotovoltaica. Esto incluye una explicación técnica de los diferentes elementos que forman el sistema energético (módulo fotovoltaico, batería, regulador de carga, inversor, cargas, cableado y conectores). Por otro lado, se hará un estudio teórico del concepto de fiabilidad, con sus definiciones y parámetros más importantes. Llegados a este punto, el proyecto aplica la teoría de fiabilidad comentada a los sistemas fotovoltaicos autónomos, profundizando en la fiabilidad de cada elemento del sistema así como evaluando el conjunto. Por último, se muestran datos reales de fiabilidad de programas de electrificación, demostrando la variedad de resultados sujetos a los distintos emplazamientos de las instalaciones y por tanto distintas condiciones de trabajo. Se destaca de esta forma la importancia de la fiabilidad de los sistemas fotovoltaicos autónomos, pues normalmente este tipo de instalaciones se localizan en emplazamientos remotos, sin personal cualificado de mantenimiento cercano ni grandes recursos logísticos y económicos. También se resalta en el trabajo la dependencia de la radiación solar y el perfil de consumo a la hora de dimensionar el sistema. Abstract Stand-alone photovoltaic systems which are not connected to the utility grid. These systems are very useful to carry out the electrification of remote locations where is no easy to access to electricity. The number increased of systems installed worldwide and their continued dissemination technique does not mean that these systems doesn´t fails. With the exception of the photovoltaic panel with a high reliability, the remaining elements of the system can to have some problems and therefore the study of the reliabilities of these elements is required. This project tries to analyze and study the detaila of the reliability of standalone PV systems. On the one hand, this paper provides an overview of the global situation of renewable energy, as well as a detailed explanation of photovoltaics. This includes a technical detail of the different elements of the energy system (PV module, battery, charge controller, inverter, loads, wiring and connectors). In addition, there will be a theoricall study of the concept of reliability, with the most important definitions and key parameters. On the other hand, the project applies the reliability concepts discussed to the stand-alone photovoltaic systems, analyzing the reliability of each element of the system and analyzing the entire system. Finally, this document shows the most important data about reliability of some electrification programs, checking the variety of results subject to different places and different conditions. As a conclussion, the importance of reliability of stand-alone photovoltaic systems because usually these are located in remote locations, without qualified maintenance and financial resources.These systems operate under dependence of solar radiation and the consumption profile.

Optimización de la succión de sólidos sumergidos utilizando bombas centrífugas con velocidad variable

La acumulación de material sólido en embalses, cauces fluviales y en zonas marítimas hace que la extracción mecánica de estos materiales por medio de succión sea cada vez mas frecuente, por ello resulta importante estudiar el rendimiento de la succión de estos materiales analizando la forma de las boquillas y los parámetros del flujo incluyendo la bomba. Esta tesis estudia, mediante equipos experimentales, la eficacia de distintos dispositivos de extracción de sólidos (utilizando boquillas de diversas formas y bombas de velocidad variable). El dispositivo experimental ha sido desarrollado en el Laboratorio de Hidráulica de la E.T.S.I. de Caminos, C. y P. de la Universidad Politécnica de Madrid. Dicho dispositivo experimental incluye un lecho sumergido de distintos tipos de sedimentos, boquillas de extracción de sólidos y bomba de velocidad variable, así como un elemento de separación del agua y los sólidos extraídos. Los parámetros básicos analizados son el caudal líquido total bombeado, el caudal sólido extraído, diámetro de la tubería de succión, forma y sección de la boquilla extractora, así como los parámetros de velocidad y rendimiento en la bomba de velocidad variable. Los resultados de las medidas obtenidas en el dispositivo experimental han sido estudiados por medio del análisis dimensional y con métodos estadísticos. A partir de este estudio se ha desarrollado una nueva formulación, que relaciona el caudal sólido extraído con los diámetros de tubería y boquilla, caudal líquido bombeado y velocidad de giro de la bomba. Así mismo, desde el punto de vista práctico, se han analizado la influencia de la forma de la boquilla con la capacidad de extracción de sólidos a igualdad del resto de los parámetros, de forma que se puedan recomendar que forma de la boquilla es la más apropiada. The accumulation of solid material in reservoirs, river channels and sea areas causes the mechanical extraction of these materials by suction is becoming much more common, so it is important to study the performance of the suction of these materials analyzing the shape of the nozzles and flow parameters, including the pump. This thesis studies, using experimental equipment, the effectiveness of different solids removal devices (using nozzles of different shapes and variable speed pumps). The experimental device was developed at the Hydraulics Laboratory of the Civil University of the Polytechnic University of Madrid. The device included a submerged bed with different types of sediment solids, different removal nozzles and variable speed pump. It also includes a water separation element and the solids extracted. The key parameters analyzed are the total liquid volume pumped, the solid volume extracted, diameter of the suction pipe, a section of the nozzle and hood, and the parameters of speed and efficiency of the variable speed pump. The basic parameters analyzed are the total liquid volume pumped, the removed solid volume, the diameter of the suction pipe, the shape and cross-section of the nozzle, and the parameters of speed, efficiency and energy consumed by the variable speed pump. The measurements obtained on the experimental device have been studied with dimensional analysis and statistical methods. The outcome of this study is a new formulation, which relates the solid volume extracted with the pipe and nozzle diameters, the pumped liquid flow and the speed of the pump. Also, from a practical point of view, the influence of the shape of the nozzle was compared with the solid extraction capacity, keeping equal the rest of the parameters. So, a recommendation of the best shape of the nozzle can be given.

Los recursos medioambientales aplicados a la arquitectura contemporánea en vivienda aislada

Objetivos. Análisis a través del prisma de la sostenibilidad, con un triple objetivo: consumo de energía, aspecto constructivo y recursos arquitectónicos, de algunos ejemplos destacados de vivienda aislada desde 1973, crisis del petróleo, hasta el cambio ideológico del 11 de septiembre de 2001. Emplazadas en microclimas semejantes en distintas latitudes, para extrapolar al clima mediterráneo. Ejemplos. Siete viviendas aisladas de distinto diseño conceptual, situadas en climas subtropicales, en ecosistemas variados pero de concepción medioambiental, constructiva y arquitectónica muy actual. Los ejemplos elegidos, por su intencionalidad, su diseño, y su sentido utilitario, constructivo y semiótico, se analizan desde el hecho acumulativo y el hecho reactivo, mediante el procedimiento de contrastar diversas fuentes de información. Objetivos. El análisis de cada una de las viviendas procedentes de diferentes arquitectos, se hace mediante la simulación de modelos que permitan describir la parte esencial del comportamiento de un sistema de interés, así como diseñar y realizar experimentos con el modelo para extraer conclusiones de sus resultados y apoyar la toma de decisiones proyectual. Procedimiento. En una primera fase, el medio natural queda definido por su localización, interpretación del lugar, el clima concreto (mediante climogramas generales y de isopletas), determinando un diagnóstico medioambiental para el establecimiento de estrategias a partir de los datos experimentales a contrastar con el resultado finalmente obtenido. En una segunda fase se eligen los casos más representativos de LowTech / LowEnergy y HighTech / HighEnergy. Se realiza un análisis del modelo, frente a uno de los elementos predominantes: sol, aire, agua, tierra, luna, vegetación y miscelánea. Resultados. De los casos estudiados se extraen principios aplicables en cada uno de los ámbitos: medioambiental, relacionados con la adaptabilidad energética; constructivo, en relación con la economía; y arquitectónico, vinculado con lo social, con una perspectiva diferente sobre los nuevos espacios vivibles. Conclusiones y relevancia. En los emplazamientos estudiados, los arquitectos herederos del movimiento moderno, han utilizado los recursos medioambientales pasivos y activos más actuales en cada uno de los elementos, así como la orientación, la ventilación, la radiación, la inercia térmica,…las actitudes más contemporáneas como expertos bioclimáticos. Los principios extraídos deben facilitar un proceso proyectual mediante pautas experimentales a desarrollar sin un uso desmesurado de la tecnología. Los principios y las conclusiones obtenidos servirán de aplicación a nuevos modelos conociendo los parámetros más relevantes. La modelización analógica - digital permitirá evaluar el comportamiento más aplicable según las necesidades a satisfacer. Objectives. Architectural analysis through the prism of sustainability with three aims: energy consumption, building technique and architectonical resources. The study is focused on some key examples of low density houses since 1973 (featured by the Oil crisis) until the 11th September 2001´s ideological change. These living spaces are settled in similar microclimates although in different latitudes with strong possibilities for applications in Mediterranean climates. Examples. Seven remote detached dwellings with different conceptual characters, located in subtropical climates, in different ecosystems, however with a sustainable basis and architectonical building concepts very updated. The cultural objects chosen, due to legitimate reasons such as: purpose, a plan, an utilitarian sense, constructive and semiotic, are analyzed under an accumulative perspective along with the reactive fact as the procedure to contrast and compare different sources of information. Goals. The analysis of the examples of different architects, will be done in order to simulate through models which describe and display the essential part of behaviour that corresponds to an interest system, along with the design and to try out or experiment with the model and to draw up results which support the projecting decision process. Procedure. On a first stage, the natural environment is shaped by its location, interpretation of the pace, a particular climate (through general climograms and isophlets), determining an environmental diagnosis which would be able to generate scientific conclusions in order to develop adequate strategies. Hence from experimental data we contrast with the results. On a second stage the more representative cases of LowTech / LowEnergy and HighTech / HighEnergy are choosen. We analyze the model taking into consideration and facing a key element: sun, air, water, soil, moon, vegetation and miscellany. Results. From the study cases we draw up applicable principles in each field: the ecological in relation with energetic adaptability, the constructive potential related with economy, and the social in relation with a different perspective about new architectural living spaces. Conclusions and Relevance. On those settlements studied, the heirs architects from Modern Movement, had used the passive and active, updated environmental resources in each element. For instance, aspects like orientation, ventilation, solar radiation, thermal inertia…, and the most contemporary attitude as bioclimatic expert that they are. These principles speed up through experimental guidelines, the technology is diminished and the design process be provided. The principles and conclusions generated will be useful in order to apply new models because we are able to know the most relevant key parameters. The analogical-digital modelizations allow us to revaluate the applicable behaviour according to the needs to satisfy.

COMSOL Multyphisics Super Resolution Analysis of a Spherical Geodesic Waveguide Suitable for Manufacturing

Recently it has been proved theoretically (Miñano et al, 2011) that the super-resolution up to ?/500 can be achieved using an ideal metallic Spherical Geodesic Waveguide (SGW). This SGW is a theoretical design, in which the conductive walls are considered to be lossless conductors with zero thickness. In this paper, we study some key parameters that might influence the super resolution properties reported in (Miñano et al, 2011), such as losses, metal type, the thickness of conductive walls and the deformation from perfect sphere. We implement a realistic SGW in COMSOL multiphysics and analyze its super-resolution properties. The realistic model is designed in accordance with the manufacturing requirements and technological limitations.

Wheel-Rail Contact Forces in High-Speed Simply Supported Bridges at Resonance

The response of high-speed bridges at resonance, particularly under flexural vibrations, constitutes a subject of research for many scientists and engineers at the moment. The topic is of great interest because, as a matter of fact, such kind of behaviour is not unlikely to happen due to the elevated operating speeds of modern rains, which in many cases are equal to or even exceed 300 km/h ( [1,2]). The present paper addresses the subject of the evolution of the wheel-rail contact forces during resonance situations in simply supported bridges. Based on a dimensionless formulation of the equations of motion presented in [4], very similar to the one introduced by Klasztorny and Langer in [3], a parametric study is conducted and the contact forces in realistic situations analysed in detail. The effects of rail and wheel irregularities are not included in the model. The bridge is idealised as an Euler-Bernoulli beam, while the train is simulated by a system consisting of rigid bodies, springs and dampers. The situations such that a severe reduction of the contact force could take place are identified and compared with typical situations in actual bridges. To this end, the simply supported bridge is excited at resonace by means of a theoretical train consisting of 15 equidistant axles. The mechanical characteristics of all axles (unsprung mass, semi-sprung mass, and primary suspension system) are identical. This theoretical train permits the identification of the key parameters having an influence on the wheel-rail contact forces. In addition, a real case of a 17.5 m bridges traversed by the Eurostar train is analysed and checked against the theoretical results. The influence of three fundamental parameters is investigated in great detail: a) the ratio of the fundamental frequency of the bridge and natural frequency of the primary suspension of the vehicle; b) the ratio of the total mass of the bridge and the semi-sprung mass of the vehicle and c) the ratio between the length of the bridge and the characteristic distance between consecutive axles. The main conclusions derived from the investigation are: The wheel-rail contact forces undergo oscillations during the passage of the axles over the bridge. During resonance, these oscillations are more severe for the rear wheels than for the front ones. If denotes the span of a simply supported bridge, and the characteristic distance between consecutive groups of loads, the lower the value of , the greater the oscillations of the contact forces at resonance. For or greater, no likelihood of loss of wheel-rail contact has been detected. The ratio between the frequency of the primary suspension of the vehicle and the fundamental frequency of the bridge is denoted by (frequency ratio), and the ratio of the semi-sprung mass of the vehicle (mass of the bogie) and the total mass of the bridge is denoted by (mass ratio). For any given frequency ratio, the greater the mass ratio, the greater the oscillations of the contact forces at resonance. The oscillations of the contact forces at resonance, and therefore the likelihood of loss of wheel-rail contact, present a minimum for approximately between 0.5 and 1. For lower or higher values of the frequency ratio the oscillations of the contact forces increase. Neglecting the possible effects of torsional vibrations, the metal or composite bridges with a low linear mass have been found to be the ones where the contact forces may suffer the most severe oscillations. If single-track, simply supported, composite or metal bridges were used in high-speed lines, and damping ratios below 1% were expected, the minimum contact forces at resonance could drop to dangerous values. Nevertheless, this kind of structures is very unusual in modern high-speed railway lines.

Open-atmosphere structural depth profiling of multilayer samples of photovoltaic interest using laser-induced plasma spectrometry

The present work aims to assess Laser-Induced Plasma Spectrometry (LIPS) as a tool for the characterization of photovoltaic materials. Despite being a well-established technique with applications to many scientific and industrial fields, so far LIPS is little known to the photovoltaic scientific community. The technique allows the rapid characterization of layered samples without sample preparation, in open atmosphere and in real time. In this paper, we assess LIPS ability for the determination of elements that are difficult to analyze by other broadly used techniques, or for producing analytical information from very low-concentration elements. The results of the LIPS characterization of two different samples are presented: 1) a 90 nm, Al-doped ZnO layer deposited on a Si substrate by RF sputtering and 2) a Te-doped GaInP layer grown on GaAs by Metalorganic Vapor Phase Epitaxy. For both cases, the depth profile of the constituent and dopant elements is reported along with details of the experimental setup and the optimization of key parameters. It is remarkable that the longest time of analysis was ∼10 s, what, in conjunction with the other characteristics mentioned, makes of LIPS an appealing technique for rapid screening or quality control whether at the lab or at the production line.

Estudio de la viabilidad técnica y económica del establecimiento de una terminal de contenedores automatizada en el Mediterráneo español

Esta Tesis analiza, en primer lugar, las posibilidades y condiciones de los puertos españoles de Algeciras, Valencia y Barcelona para acoger en el futuro una terminal totalmente automatizada (robotizada) de contenedores con una capacidad aproximada de 1,3-1,4 millones de contenedores/año o 2 millones de TEU/año. Entre las posibles amenazas y oportunidades que pueden afectar al actual tráfico de esos puertos, la Tesis se centra en el desvío del tráfico de contenedores de transbordo, la sustitución de los tráficos marinos por tráficos ferroviarios, la posibilidad de convertir al Mediterráneo español en la puerta de entrada de productos asiáticos, el cambio de la ruta Asia-Europa a través del Canal de Suez por la ruta Asia-Europa a través del Ártico, la posibilidad de circunvalar África para evitar el Canal de Suez y la próxima apertura de nuevo Canal de Panamá ampliado. La Tesis describe el Estado del Arte de la tecnología para las terminales de contenedores automatizadas que pudiera ser aplicada en nuestro país y desarrolla una terminal automatizada con la capacidad ya mencionada de 2 millones de TEU/año. El tema del ferrocarril en las terminales de contenedores, como futura lanzadera para la proyección de la influencia de los puertos, está desarrollado como una parte esencial de una terminal de contenedores. Se investiga, también, la automatización total o parcial en la transferencia de mercancía buque-ferrocarril La Tesis también desarrolla una metodología para desglosar los costes e ingresos de una terminal automatizada. A través de esos costes e ingresos se va desarrollando, mediante la utilización de hojas Excel relacionadas, el método para mostrar la estructuración de los hitos económicos fundamentales hasta llegar al VAN, TIR y Periodo de Retorno de la Inversión como elementos clave para la calificación de la terminal como proyecto de inversión. La Tesis realiza la misma metodología para la terminal convencional de contenedores más habitual en el Mediterráneo español: la terminal que utiliza sistemas de grúas sobre ruedas (RTG) en el patio de contenedores. Por último, la Tesis establece la comparativa entre los dos tipos de terminales analizadas: la convencional y la automatizada, basándose en el coste de la mano de obra portuaria como elemento clave para dicha comparativa. Se establece la frontera que determina en qué niveles de coste del personal portuario la terminal automatizada es mejor proyecto de inversión que la terminal convencional con RTG. Mediante la creación de la metodología descrita, la Tesis permite: - La comparativa entre diferentes tipos de terminales - La posibilidad de analizar un modelo de terminal variando sus parámetros fundamentales: costes de los estibadores, nuevas tecnologías de manipulación, diferentes rendimientos, variación de los ingresos, etc. - Descubrir el modelo más rentable de una futura terminal mediante la comparación de las diferentes tecnologías que se puedan emplear para la construcción de dicha terminal ABSTRACT This Thesis examines, first, the possibilities and conditions of the Spanish ports of Algeciras, Valencia and Barcelona to host in the future a fully automated container terminal (robotized) with a capacity of approximately 1.3-1.4 million containers/year or 2 million TEU/year. Among the potential threats and opportunities that may affect the current traffic of these ports, the thesis focuses on the diversion of container transhipment traffic, the replacing of marine traffic by rail traffic, the possibility of converting the Spanish Mediterranean in the door input of Asian products, the changing of the Asia-Europe route through the Suez Canal by the Asia-Europe route through the Arctic, the possibility of circumnavigating Africa to avoid the Suez Canal and the upcoming opening of the new expanded Canal of Panama. The Thesis describes the state-of-the-art technology for automated container terminals that could be applied in our country and develops an automated terminal with the listed capacity of 2 million TEUs / year. The use of the railway system in container terminals to be used as future shuttle to the projection of the influence of the ports is developed as an essential part of a container terminal. We also investigate the total or partial automation in transferring goods from ship to rail. The Thesis also develops a methodology to break down the costs and revenues of an automated terminal. Through these costs and revenues is developed, using linked Excel sheets, the method to show the formation of structured key economic milestones until the NPV, IRR and Period of Return of Investment as key to determining the terminal as an investment project. The Thesis takes the same methodology for the conventional container terminal more common in the Spanish Mediterranean: the terminal using rubber tyred cranes (RTG) in the container yard. Finally, the Thesis provides a comparison between the two types of analyzed terminals: conventional and automated, based on the cost of stevedores labor as a key point for that comparison. It establishes the boundary that determines what levels of stevedore costs make automated terminal to be better investment project than a conventional terminal using RTG. By creating the above methodology, the Thesis allows: - The comparison between different types of terminals - The possibility of analyzing a model of terminal varying its key parameters: stevedores costs, new technologies of container handling, different loading/unloading rates, changes in incomes and so on - Unveil the most profitable model for a future terminal by comparing the different technologies that can be employed for the construction of that terminal

Optimization of AlN thin layers on diamond substrates for high frequency SAW resonators

AlN/diamond heterostructures are very promising for high frequency surface acoustic wave (SAW) resonators. In their design, the thickness of the piezoelectric film is one of the key parameters. On the other hand, the film material quality and, hence, the device performance, also depend on that thickness. In this work, polished microcrystalline diamond substrates have been used to deposit AlN films by reactive sputtering, from 150 nm up to 3 μm thick. A high degree of the c-axis orientation has been obtained in all cases. SAW one port resonators at high frequency have been fabricated on these films with a proper combination of the film thickness and transducer size.

Fórmulas para el cálculo del factor de impacto de estructuras semienterradas en líneas de ferrocarril de alta velocidad = Dynamic factors for underpasses in high speed train lines

Los pasos inferiores son muy numerosos en las líneas de ferrocarril. Su comportamiento dinámico ha recibido mucha menos atención que el de otras estructuras como los puentes, pero su elevado número hace que su estudio sea económicamente relevante con vista a optimizar su forma, manteniendo la seguridad. El proyecto de puentes según el Eurocódigo incluye comprobaciones de estados límite de tensiones bajo carga dinámica. En el caso de pasos inferiores, las comprobaciones pueden resultar tan costosas como aquellas de puentes, pese a que su coste es mucho menor. Por tanto, se impone la búsqueda de unas reglas de cálculo simplificado que pongan en consonancia el coste de la estructura con el esfuerzo necesario para su proyecto. Este artículo propone un conjunto de reglas basadas en un estudio paramétrico = Underpasses are common in modern railway lines. Wildlife corridors and drainage conduits often fall into this category of partially buried structures. Their dynamic behavior has received far less attention than that of other structures such as bridges, but their large number makes their study an interesting challenge from the viewpoint of safety and cost savings. The bridge design rules in accordance with the Eurocode involve checks on stresses according to dynamic loading. In the case of underpasses, those checks may be as much as those for bridges. Therefore, simplified design rules may align the design effort with their cost. Such a set of rules may provide estimations of response parameters based on the key parameters influencing the result. This paper contains a proposal based on a parametric study.