A hands-on education project: antenna design for inter-CubeSat communications

CubeSat platforms have become a de facto standard for universities willing to initiate space-technology activities with students. These small satellite platforms ease the implementation of hands-on education projects and opening the apertures of new research areas. Moreover, due to the limited volume (a 10 cm cube) and power (1 W), the application of imaginative solutions is mandatory. This leads to new innovation processes in the course of CubeSat projects. In this paper, we present a hands-on education project the aim of which is the specification, design, building and measurement of an antenna for communication between nanosatellites and, in particular, CubeSats. The project lies within the framework of ETSIT-UPM innovative education activities in the area of space technology, where students play a leading role in real engineering projects.

ETSIT-UPM experiences in hands-on nanosatellite activities

In this paper, the experience of ETSIT-UPM in hands-on nanosatellite activities is presented. Innovate methodologies based on the active participation of students are presented. Projects with the participation of students have proven to be successful if students are motivated and assume responsibilities. Aspects as international collaboration and students motivation are described.

Hands-on training in Nonimaging Optics for SME's: the SMETHODS experience

A 5-day training in Nonimaging Optics for European SME’s employees was carried out in June 2012 in the framework of the FP7 funded Support Action "SMETHODS". The training combined theoretical introduction and hands-on practice. The experience was very positive, and the lessons learned will improve the next scheduled sessions. Introduction The FP7 funded Support Action "SMETHODS" [1] is an initiative of seven European academic institutions to strengthen Europe's optics and photonics industry, which has started on 1 September 2011. Participation in training sessions is free for participants, who are selected with priority will be given to employees of small and medium sized European enterprises (SMEs). The consortium in SMETHODS is formed by seven partners that are the most prominent academic institutions in optical design in their countries. Through fully integrated collaborative training sessions, the consortium provides professional assistance as well as hands-on training in a variety of design tasks in four domains: (1) imaging optics, (2) nonimaging optics, (3) wave optics, and (4) diffractive optics. For each of this domains domain, 5-day training sessions are scheduled to be hold in different locations throughout Europe, four times in two years, the teach four times in a 2.5 years period.

Preliminary approach to neutron instrument selecction at ESSB-Bilbao based on experience at ISIS molecular spectroscopy group

Collaborative efforts between the Neutronics and Target Design Group at the Instituto de Fusión Nuclear and the Molecular Spectroscopy Group at the ISIS Pulsed Neutron and Muon Source date back to 2012 in the context of the ESS-Bilbao project. The rationale for these joint activities was twofold, namely: to assess the realm of applicability of the low-energy neutron source proposed by ESS-Bilbao - for details; and to explore instrument capabilities for pulsed-neutron techniques in the range 0.05-3 ms, a time range where ESS-Bilbao and ISIS could offer a significant degree of synergy and complementarity. As part of this collaboration, J.P. de Vicente has spent a three-month period within the ISIS Molecular Spectroscopy Group, to gain hands-on experience on the practical aspects of neutron-instrument design and the requisite neutron-transport simulations. To date, these activities have resulted in a joint MEng thesis as well as a number of publications and contributions to national and international conferences. Building upon these previous works, the primary aim of this report is to provide a self-contained discussion of general criteria for instrument selection at ESS-Bilbao, the first accelerator-driven, low-energy neutron source designed in Spain. To this end, Chapter 1 provides a brief overview of the current design parameters of the accelerator and target station. Neutron moderation is covered in Chapter 2, where we take a closer look at two possible target-moderator-reflector configurations and pay special attention to the spectral and temporal characteristics of the resulting neutron pulses. This discussion provides a necessary starting point to assess the operation of ESSB in short- and long-pulse modes. These considerations are further explored in Chapter 3, dealing with the primary characteristics of ESS-Bilbao as a short- or long-pulse facility in terms of accessible dynamic range and spectral resolution. Other practical aspects including background suppression and the use of fast choppers are also discussed. The guiding principles introduced in the first three chapters are put to use in Chapter 4 where we analyse in some detail the capabilities of a small-angle scattering instrument, as well as how specific scientific requirements can be mapped onto the optimal use of ESS-Bilbao for condensed-matter research. Part 2 of the report contains additional supporting documentation, including a description of the ESSB McStas component, a detailed characterisation of moderator response and neutron pulses, and estimates ofparameters associated with the design and operation of neutron choppers. In closing this brief foreword, we wish to thank both ESS-Bilbao and ISIS for their continuing encouragement and support along the way.

Towards a virtualized Internet for computer networking assignments

By combining virtualization technologies, virtual private network techniques and parameterization of network scenarios it is possible to enhance a networking laboratory, typically carried out in university laboratory premises using equipment located there, by interconnecting it to virtual networks running on the students own personal computers. This paper describes some experiences applying this model to create hands-on assignments for a large group of students in computer networking education.

Energy Storage Systems for Electric Vehicles: Performance Comparison based on a Simple Equivalent Circuit and Experimental Tests

The decision to select the most suitable type of energy storage system for an electric vehicle is always difficult, since many conditionings must be taken into account. Sometimes, this study can be made by means of complex mathematical models which represent the behavior of a battery, ultracapacitor or some other devices. However, these models are usually too dependent on parameters that are not easily available, which usually results in nonrealistic results. Besides, the more accurate the model, the more specific it needs to be, which becomes an issue when comparing systems of different nature. This paper proposes a practical methodology to compare different energy storage technologies. This is done by means of a linear approach of an equivalent circuit based on laboratory tests. Via these tests, the internal resistance and the self-discharge rate are evaluated, making it possible to compare different energy storage systems regardless their technology. Rather simple testing equipment is sufficient to give a comparative idea of the differences between each system, concerning issues such as efficiency, heating and self-discharge, when operating under a certain scenario. The proposed methodology is applied to four energy storage systems of different nature for the sake of illustration.

Plataformas experimentales para la formación en el área de la electrónica en entornos de e-learning

El campo de estudio relacionado con los laboratorios remotos en el ámbito educativo de las ciencias y la ingeniería está sufriendo una notable expansión ante la necesidad de adaptar los procesos de aprendizaje en dichas áreas a las características y posibilidades de la formación online. Muchos de los recursos educativos basados en esta tecnología, existentes en la actualidad, presentan ciertas limitaciones que impiden alcanzar las competencias que se deben adquirir en los laboratorios de ingeniería. Estas limitaciones están relacionadas con diferentes aspectos de carácter técnico y formativo. A nivel técnico las limitaciones principales se centran en el grado de versatilidad que son capaces de proporcionar comparado con el que se dispone en un laboratorio tradicional y en el modo de interacción del usuario, que provoca que el estudiante no distinga claramente si está realizando acciones sobre sistemas reales o simulaciones. A nivel formativo las limitaciones detectadas son relevantes para poder alcanzar un aprendizaje significativo. En concreto están relacionadas principalmente con un escaso sentimiento de inmersión, una reducida sensación de realismo respecto a las operaciones que se realizan o la limitada posibilidad de realizar actividades de forma colaborativa. La aparición de nuevas tecnologías basadas en entornos inmersivos, unida a los avances producidos relacionados con el aumento de la capacidad gráfica de los ordenadores y del ancho de banda de acceso a Internet, han hecho factible que las limitaciones comentadas anteriormente puedan ser superadas gracias al desarrollo de nuevos recursos de aprendizaje surgidos de la fusión de laboratorios remotos y mundos virtuales 3D. Esta tesis doctoral aborda un trabajo de investigación centrado en proponer un modelo de plataformas experimentales, basado en la fusión de las dos tecnologías mencionadas, que permita generar recursos educativos online que faciliten la adquisición de competencias prácticas similares a las que se consiguen en un laboratorio tradicional vinculado a la enseñanza de la electrónica. El campo de aplicación en el que se ha focalizado el trabajo realizado se ha centrado en el área de la electrónica aunque los resultados de la investigación realizada se podrían adaptar fácilmente a otras disciplinas de la ingeniería. Fruto del trabajo realizado en esta tesis es el desarrollo de la plataforma eLab3D, basada en el modelo de plataformas experimentales propuesto, y la realización de dos estudios empíricos llevados a cabo con estudiantes de grado en ingeniería, muy demandados por la comunidad investigadora. Por un lado, la plataforma eLab3D, que permite llevar a cabo de forma remota actividades prácticas relacionadas con el diseño, montaje y prueba de circuitos electrónicos analógicos, aporta como novedad un dispositivo hardware basado en un sistema de conmutación distribuido. Dicho sistema proporciona un nivel de versatilidad muy elevado, a nivel de configuración de circuitos y selección de puntos de medida, que hace posible la realización de acciones similares a las que se llevan a cabo en los laboratorios presenciales. Por otra parte, los estudios empíricos realizados, que comparaban la eficacia educativa de una metodología de aprendizaje online, basada en el uso de la plataforma eLab3D, con la conseguida siguiendo una metodología clásica en los laboratorios tradicionales, mostraron que no se detectaron diferencias significativas en el grado de adquisición de los resultados de aprendizaje entre los estudiantes que utilizaron la plataforma eLab3D y los que asistieron a los laboratorios presenciales. Por último, hay que destacar dos aspectos relevantes relacionados directamente con esta tesis. En primer lugar, los resultados obtenidos en las experiencias educativas llevadas a cabo junto a valoraciones obtenidas por el profesorado que ha colaborado en las mismas han sido decisivos para que la plataforma eLab3D se haya integrado como recurso complementario de aprendizaje en titulaciones de grado de ingeniería de la Universidad Politécnica de Madrid. En segundo lugar, el modelo de plataformas experimentales que se ha propuesto en esta tesis, analizado por investigadores vinculados a proyectos en el ámbito de la fusión nuclear, ha sido tomado como referencia para generar nuevas herramientas de formación en dicho campo. ABSTRACT The field of study of remote laboratories in sciences and engineering educational disciplines is undergoing a remarkable expansion given the need to adapt the learning processes in the aforementioned areas to the characteristics and possibilities of online education. Several of the current educational resources based on this technology have certain limitations that prevent from reaching the required competencies in engineering laboratories. These limitations are related to different aspects of technical and educational nature. At the technical level, they are centered on the degree of versatility they are able to provide compared to a traditional laboratory and in the way the user interacts with them, which causes the student to not clearly distinguish if actions are being performed over real systems or over simulations. At the educational level, the detected limitations are relevant in order to reach a meaningful learning. In particular, they are mainly related to a scarce immersion feeling, a reduced realism sense regarding the operations performed or the limited possibility to carry out activities in a collaborative way. The appearance of new technologies based on immersive environments, together with the advances in graphical computer capabilities and Internet bandwidth access, have made the previous limitations feasible to be overcome thanks to the development of new learning resources that arise from merging remote laboratories and 3D virtual worlds. This PhD thesis tackles a research work focused on the proposal of an experimental platform model, based on the fusion of both mentioned technologies, which allows for generating online educational resources that facilitate the acquisition of practical competencies similar to those obtained in a traditional electronics laboratory. The application field, in which this work is focused, is electronics, although the research results could be easily adapted to other engineering disciplines. A result of this work is the development of eLab3D platform, based on the experimental platform model proposed, and the realization of two empirical studies with undergraduate students, highly demanded by research community. On one side, eLab3D platform, which allows to accomplish remote practical activities related to the design, assembling and test of analog electronic circuits, provides, as an original contribution, a hardware device based on a distributed switching system. This system offers a high level of versatility, both at the circuit configuration level and at the selection of measurement points, which allows for doing similar actions to those conducted in hands-on laboratories. On the other side, the empirical studies carried out, which compare the educational efficiency of an online learning methodology based on the use of eLab3D platform with that obtained following a classical methodology in traditional laboratories, shows that no significant differences in the acquired degree of learning outcomes among the students that used eLab3D platform and those that attended hands-on laboratories were detected. Finally, it is important to highlight two relevant aspects directly related with this thesis work. First of all, the results obtained in the educational experiences conducted, along with the assessment from the faculty that has collaborated in them, have been decisive to integrate eLab3D platform as a supplementary learning resource in engineering degrees at Universidad Politecnica de Madrid. Secondly, the experimental platform model originally proposed in this thesis, which has been analysed by nuclear fusion researchers, has been taken as a reference to generate new educational tools in that field.

Evaluación de la profundidad de la fisuración superficial descendente en pavimentos asfálticos mediante técnicas de ultrasonidos. Validación teórico-práctica y modelos

La fisuración iniciada en la superficie de los pavimentos asfálticos constituye uno de los más frecuentes e importantes modos de deterioro que tienen lugar en los firmes bituminosos, como han demostrado los estudios teóricos y experimentales llevados a cabo en la última década. Sin embargo, este mecanismo de fallo no ha sido considerado por los métodos tradicionales de diseño de estos firmes. El concepto de firmes de larga duración se fundamenta en un adecuado seguimiento del proceso de avance en profundidad de estos deterioros y la intervención en el momento más apropiado para conseguir mantenerlos confinados como fisuras de profundidad parcial en la capa superficial más fácilmente accesible y reparable, de manera que pueda prolongarse la durabilidad y funcionalidad del firme y reducir los costes generalizados de su ciclo de vida. Por lo tanto, para la selección de la estrategia óptima de conservación de los firmes resulta esencial disponer de metodologías que posibiliten la identificación precisa in situ de la fisuración descendente, su seguimiento y control, y que además permitan una determinación fiable y con alto rendimiento de su profundidad y extensión. En esta Tesis Doctoral se presentan los resultados obtenidos mediante la investigación sistemática de laboratorio e in situ llevada a cabo para la obtención de datos sobre fisuración descendente en firmes asfálticos y para el estudio de procedimientos de evaluación de la profundidad de este tipo de fisuras empleando técnicas de ultrasonidos. Dichos resultados han permitido comprobar que la metodología no destructiva propuesta, de rápida ejecución, bajo coste y sencilla implementación (principalmente empleada hasta el momento en estructuras metálicas y de hormigón, debido a las dificultades que introduce la naturaleza viscoelástica de los materiales bituminosos) puede ser aplicada con suficiente fiabilidad y repetibilidad sobre firmes asfálticos. Las medidas resultan asimismo independientes del espesor total del firme. Además, permite resolver algunos de los inconvenientes frecuentes que presentan otros métodos de diagnóstico de las fisuras de pavimentos, tales como la extracción de testigos (sistema destructivo, de alto coste y prolongados tiempos de interrupción del tráfico) o algunas otras técnicas no destructivas como las basadas en medidas de deflexiones o el georradar, las cuales no resultan suficientemente precisas para la investigación de fisuras superficiales. Para ello se han realizado varias campañas de ensayos sobre probetas de laboratorio en las que se han estudiado diferentes condiciones empíricas como, por ejemplo, distintos tipos de mezclas bituminosas en caliente (AC, SMA y PA), espesores de firme y adherencias entre capas, temperaturas, texturas superficiales, materiales de relleno y agua en el interior de las grietas, posición de los sensores y un amplio rango de posibles profundidades de fisura. Los métodos empleados se basan en la realización de varias medidas de velocidad o de tiempo de transmisión del pulso ultrasónico sobre una única cara o superficie accesible del material, de manera que resulte posible obtener un coeficiente de transmisión de la señal (mediciones relativas o autocompensadas). Las mediciones se han realizado a bajas frecuencias de excitación mediante dos equipos de ultrasonidos diferentes dotados, en un caso, de transductores de contacto puntual seco (DPC) y siendo en el otro instrumento de contacto plano a través de un material especialmente seleccionado para el acoplamiento (CPC). Ello ha permitido superar algunos de los tradicionales inconvenientes que presenta el uso de los transductores convencionales y no precisar preparación previa de las superficies. La técnica de autocalibración empleada elimina los errores sistemáticos y la necesidad de una calibración local previa, demostrando el potencial de esta tecnología. Los resultados experimentales han sido comparados con modelos teóricos simplificados que simulan la propagación de las ondas ultrasónicas en estos materiales bituminosos fisurados, los cuales han sido deducidos previamente mediante un planteamiento analítico y han permitido la correcta interpretación de dichos datos empíricos. Posteriormente, estos modelos se han calibrado mediante los resultados de laboratorio, proporcionándose sus expresiones matemáticas generalizadas y gráficas para su uso rutinario en las aplicaciones prácticas. Mediante los ensayos con ultrasonidos efectuados en campañas llevadas a cabo in situ, acompañados de la extracción de testigos del firme, se han podido evaluar los modelos propuestos. El máximo error relativo promedio en la estimación de la profundidad de las fisuras al aplicar dichos modelos no ha superado el 13%, con un nivel de confianza del 95%, en el conjunto de todos los ensayos realizados. La comprobación in situ de los modelos ha permitido establecer los criterios y las necesarias recomendaciones para su utilización sobre firmes en servicio. La experiencia obtenida posibilita la integración de esta metodología entre las técnicas de auscultación para la gestión de su conservación. Abstract Surface-initiated cracking of asphalt pavements constitutes one of the most frequent and important types of distress that occur in flexible bituminous pavements, as clearly has been demonstrated in the technical and experimental studies done over the past decade. However, this failure mechanism has not been taken into consideration for traditional methods of flexible pavement design. The concept of long-lasting pavements is based on adequate monitoring of the depth and extent of these deteriorations and on intervention at the most appropriate moment so as to contain them in the surface layer in the form of easily-accessible and repairable partial-depth topdown cracks, thereby prolonging the durability and serviceability of the pavement and reducing the overall cost of its life cycle. Therefore, to select the optimal maintenance strategy for perpetual pavements, it becomes essential to have access to methodologies that enable precise on-site identification, monitoring and control of top-down propagated cracks and that also permit a reliable, high-performance determination of the extent and depth of cracking. This PhD Thesis presents the results of systematic laboratory and in situ research carried out to obtain information about top-down cracking in asphalt pavements and to study methods of depth evaluation of this type of cracking using ultrasonic techniques. These results have demonstrated that the proposed non-destructive methodology –cost-effective, fast and easy-to-implement– (mainly used to date for concrete and metal structures, due to the difficulties caused by the viscoelastic nature of bituminous materials) can be applied with sufficient reliability and repeatability to asphalt pavements. Measurements are also independent of the asphalt thickness. Furthermore, it resolves some of the common inconveniences presented by other methods used to evaluate pavement cracking, such as core extraction (a destructive and expensive procedure that requires prolonged traffic interruptions) and other non-destructive techniques, such as those based on deflection measurements or ground-penetrating radar, which are not sufficiently precise to measure surface cracks. To obtain these results, extensive tests were performed on laboratory specimens. Different empirical conditions were studied, such as various types of hot bituminous mixtures (AC, SMA and PA), differing thicknesses of asphalt and adhesions between layers, varied temperatures, surface textures, filling materials and water within the crack, different sensor positions, as well as an ample range of possible crack depths. The methods employed in the study are based on a series of measurements of ultrasonic pulse velocities or transmission times over a single accessible side or surface of the material that make it possible to obtain a signal transmission coefficient (relative or auto-calibrated readings). Measurements were taken at low frequencies by two short-pulse ultrasonic devices: one equipped with dry point contact transducers (DPC) and the other with flat contact transducers that require a specially-selected coupling material (CPC). In this way, some of the traditional inconveniences presented by the use of conventional transducers were overcome and a prior preparation of the surfaces was not required. The auto-compensating technique eliminated systematic errors and the need for previous local calibration, demonstrating the potential for this technology. The experimental results have been compared with simplified theoretical models that simulate ultrasonic wave propagation in cracked bituminous materials, which had been previously deduced using an analytical approach and have permitted the correct interpretation of the aforementioned empirical results. These models were subsequently calibrated using the laboratory results, providing generalized mathematical expressions and graphics for routine use in practical applications. Through a series of on-site ultrasound test campaigns, accompanied by asphalt core extraction, it was possible to evaluate the proposed models, with differences between predicted crack depths and those measured in situ lower than 13% (with a confidence level of 95%). Thereby, the criteria and the necessary recommendations for their implementation on in-service asphalt pavements have been established. The experience obtained through this study makes it possible to integrate this methodology into the evaluation techniques for pavement management systems.

Strength and stiffness of repaired tendons

Rotator cuff tears of the shoulder are a common cause of pain and disability. Although surgery is frequently beneficial, re-tearing of the tendons is likely to re-occur. In many cases even if the reparation is successful it will still generate discomfort, problems with mobility, as well as a sharp pain. This project is funded in the cooperation with the Hospital Clinico San Carlos de Madrid. The purpose of this work is to analyze the effect of the surgical repair and the application of different therapies, including mesenchymal stem cell therapy on the biomechanical properties (strength and stiffness) of the repaired tendon. An animal model of rotator cuff tendon reparations has been developed on laboratory rats.To obtain the mechanical response of the healthy and repaired tendons, it was necessary to develop an experimental set up to reproduce the in-vivo working conditions of the tendons (37 ºC, immersed in physiological serum), and especially the load transfer. The biomechanical properties (maximum load and stiffness) have been measured in healthy and repaired tendons. A total of 70 rats are used in this particular study. It has been found that the repaired tendon is stronger than the original on. However, the repaired tendons demonstrate less flexibility than the healthy (original) ones prior to the damage

An overview of the ciao system

Ciao is a logic-based, multi-paradigm programming system. One of its most distinguishing features is that it supports a large number of semantic and syntactic language features which can be selectively activated or deactivated for each program module. As a result, a module can be written in, for example, ISO-Prolog plus constraints and higher order, while another can be a puré logic module with a different control rule such as iterative deepening and/or tabling, and perhaps using constructive negation. A powerful and modular extensión mechanism allows user-level design and implementation of such features and sub-languages. Another distinguishing feature of Ciao is its powerful assertion language, which allows expressing many kinds of program properties (ranging from, e.g., moded types to resource consumption), as well as tests and documentation. The compiler is capable of statically ñnding violations of these properties or verifying that programs comply with them, and issuing certiñcates of this compliance. The compiler also performs many types of optimizations, including automatic parallelization. It offers very competitive performance, while retaining the flexibility and interactive development of a dynamic language. We will present a hands-on overview of the system, through small examples which emphasize the novel aspects and the motivations which lie behind Ciao's design and implementation.

Program analysis, debugging and optimization using the ciao system preprocessor

We present a tutorial overview of Ciaopp, the Ciao system preprocessor. Ciao is a public-domain, next-generation logic programming system, which subsumes ISO-Prolog and is specifically designed to a) be highly extensible via librarles and b) support modular program analysis, debugging, and optimization. The latter tasks are performed in an integrated fashion by Ciaopp. Ciaopp uses modular, incremental abstract interpretation to infer properties of program predicates and literals, including types, variable instantiation properties (including modes), non-failure, determinacy, bounds on computational cost, bounds on sizes of terms in the program, etc. Using such analysis information, Ciaopp can find errors at compile-time in programs and/or perform partial verification. Ciaopp checks how programs cali system librarles and also any assertions present in the program or in other modules used by the program. These assertions are also used to genérate documentation automatically. Ciaopp also uses analysis information to perform program transformations and optimizations such as múltiple abstract specialization, parallelization (including granularity control), and optimization of run-time tests for properties which cannot be checked completely at compile-time. We illustrate "hands-on" the use of Ciaopp in all these tasks. By design, Ciaopp is a generic tool, which can be easily tailored to perform these and other tasks for different LP and CLP dialects.

Cálculo de espaldones en diques rompeolas : estudio comparativo de las formulaciones actuales y propuesta de una nueva metodología

La presencia de un monolito en la coronación de un dique rompeolas tiene como principales ventajas la reducción del volumen de elementos necesarios en el manto y la mejora de la operatividad de los muelles que abriga, lo que supone un importante ahorro de coste tanto de ejecución como de explotación y mantenimiento. Por ello, la utilización del espaldón en los diques rompeolas se encuentra generalizada desde hace décadas en numerosos puertos de todo el mundo. Para el diseño de este elemento se han ido desarrollando diversas metodologías, siendo la primera de ellas (Iribarren y Nogales) propuesta en la década de los cincuenta, y la última (Berenguer y Baonza) en el año 2006. Estos procedimientos se basan en series de ensayos en modelo físico y tienen como filosofía la determinación de las cargas que genera el oleaje al impactar contra el paramento vertical para poder dimensionar un monolito estable frente a tales acciones. Sin embargo, las averías que se han producido en este elemento particular, incluso en la pasada década, ponen de relieve la gran sensibilidad de este elemento frente a estas y otras acciones de diseño. El objetivo de la presente Tesis Doctoral es el desarrollo de un método de diseño alternativo a los existentes, basado en la observación de diques reales que se encuentran en funcionamiento en la actualidad y mediante el cual se obtenga directamente como resultado las dimensiones principales del monolito en lugar de las cargas debidas al impacto de la ola incidente. Para ello, se ha realizado el análisis comparativo de los métodos de diseño de espaldones disponibles hasta la fecha. Antes de establecer una nueva metodología primeramente se ha estudiado el Estado del Arte, del cual se ha realizado un análisis crítico, donde se indican las posibles incertidumbres y limitaciones que presenta cada metodología. Para lograr el objetivo de la presente Tesis Doctoral se desarrolla una investigación basada en los datos de veintitrés diques ubicados en la fachada mediterránea española, considerando variables tanto climáticas como geométricas del propio dique. Se ha seguido el principio del Teorema Π para formar monomios adimensionales y, a través de combinaciones entre ellos, establecer relaciones de dependencia. Con los resultados obtenidos se ha elaborado una metodología de diseño que se propone como respuesta al objetivo planteado. Wall erected on top of a breakwater has two main advantages: lower amount of armour elements and better operating capacity of the inner harbor, which means an appreciable construction, operating and maintenance saving. Therefore, many breakwaters have been designed with crown wall all over the world. Different design methods have been developed through the years. The first one (Iribarren & Nogales) was set in the fifties, and the latest (Berenguer & Baonza) was developed in 2006. All of them are based on laboratory tests series and their common philosophy is to calculate the wave forces on the wall in order to design an element stable against these forces. However, crown wall failures have occured even in last decade, which point the high sensitivity of this element. The objective of this Thesis is to develop an alternative design procedure based on real breakwaters data, which gave as a direct result the most important measures of the crown wall instead of wave loads. In order to achieve the objective, firstly a critical analysis of the State of the Art has been carried out, determining ranges of application and detecting uncertainties. A research on twenty-three breakwaters of the Mediterranean Spanish coast has been carried out to fulfill the objective of this Thesis, taking into account both climatic and geometric parameters. It has been followed Theorem Π to make non-dimensional monomials and, through combinations among them, identify dependency rates. Obtained results lead to a design method.

Resources to introduce Inquire Based Scientic Education in Secondary and High School

The global Hands-on Universe association is producing and distributing free resources world- wide to implement Inquire Based Scienti?c Education (IBSE) at secondary and high school levels. The materials are inspired in astronomical research and space exploration. The association is implementing the Galileo Teacher Training Program world-wide. In this contribution, a summary on the most recent resources being implemented by HOU-Espa~na and developed with Spanish participation is presented.

Neural bruise prediction models for fruit handling and machinery evaluation.

Some neural bruise prediction models have been implemented in the laboratory, for the most traded fruit species and varieties, allowing the prediction of the acceptability or rejectability for damages, with respect to the EC Standards. Different models have been built for both quasi-static (compression) and dynamic (impact) loads covering the whole commercial ripening period of fruits. A simulation process has been developed gathering the information on laboratory bruise models and load sensor calibrations for different electronic devices (IS-100 and DEA-1, for impact and compression loads respectively). Some evaluation methodology has been designed gathering the information on the mechanical properties of fruits and the loading records of electronic devices. The evaluation system allows to determine the current stage of fruit handling process and machinery.

Aplicación de distintas metodologías a la monitorización de la humedad del suelo y al cálculo del balance hídrico diario

Dada la importancia de conocer la humedad del suelo de forma precisa y en tiempo real, se ha realizado este trabajo de investigación cuyo objetivo principal ha sido seleccionar un Balance Hídrico del Suelo (BHS) diario y validar sus estimaciones de humedad del suelo frente a medidas obtenidas “in situ”, aplicándolo a tres emplazamientos seleccionados en la zona centro con características edáficas y climáticas diferentes, y de este modo estimar con cierta precisión la humedad del suelo como Agua Disponible (AD) para las plantas y a su vez permitir la realización de estudios climáticos. Los observatorios meteorológicos seleccionados fueron: Guadalajara/El Serranillo en la zona aluvial del río Henares; Colmenar Viejo/Base Famet en la rampa sur del Guadarrama sobre rocas metamórficas; y Radiosondeo/Madrid(Barajas) en arenas arcósicas de grano grueso. Se realizó una caracterización morfológica y un estudio de las propiedades físicas, químicas e hidrofísicas de los suelos en cada emplazamiento. El suelo de Guadalajara, Xerorthent Típico presenta una secuencia genética de horizontes (Ap-AC-C1-C2) siendo su clase textural entre franco-arenosa a franca, con menos del 2% de elementos gruesos, presencia de caliza a lo largo de todo el perfil, destacando la homogeneidad en vertical y horizontal de sus propiedades. El suelo de Colmenar, Xerorthent Dystrico, presenta una secuencia genética de horizontes (A-C-C/R) apareciendo el horizonte C/R entre 20-30 cm; y la roca aproximadamente a unos 30 cm; destacando en este perfil su acidez y el alto contenido de elementos gruesos. El suelo de Radiosondeo, Haploxeralf Típico, presenta la secuencia normal de horizontes de los alfisoles (A-Bt1-Bt2-C/Bt); destacando su heterogeneidad principalmente en el plano horizontal, con presencia del Bt a diferentes profundidades en un corto espacio longitudinal. En una primera fase de experimentación (2007-2008) se seleccionaron BHS diarios que sólo utilizaban como datos de entrada la información de variables meteorológicas y el valor del Agua Disponible Total (ADT) para cada tipo de suelo y profundidad. Se probaron BHS diarios con agotamiento exponencial y directo de la reserva, utilizando la evapotranspiración de referencia de Penman-Monteith recomendada por FAO. Al mismo tiempo que se disponía de los datos estimados de humedad de suelo mediante diferentes BHS diarios en los tres emplazamientos, también se realizó una monitorización de la humedad del suelo “in situ” mediante el método gravimétrico, con adaptación de dicha metodología a la problemática de cada suelo, para determinar en cada fecha tanto la humedad del suelo como su contenido de AD para una profundidad de 0 a 30 cm. Se tomaron en cada fecha de muestreo 5 muestras para la profundidad 0- 10 cm, otras cinco para 10-20 cm y otras cinco para 20-30 cm, realizándose el correspondiente tratamiento estadístico de los datos. El ADT se calculó a partir de los datos de capacidad de campo y punto de marchitez obtenidos en laboratorio con membrana de Richards. Los resultados de esta primera fase permitieron conocer que el BHS exponencial diario era el que mejor estimaba el AD en Guadalajara considerando la capacidad de campo a una presión de 33 kPa, mientras que en Colmenar se debían considerar para un mejor ajuste, 10 kPa en lugar de 33 kPa. En el observatorio de Radiosondeo debido a que en cada fecha de muestreo la profundidad en la que aparecía el horizonte Bt era diferente, no se pudo demostrar si el BHS exponencial diario tenía un buen comportamiento. En una segunda fase de experimentación (2009-2012) y con el objeto de aminorar los problemas encontrados en Radiosondeo para la medida de humedad del suelo por el método gravimétrico, se procedió a la instalación y utilización de diferentes sensores de medida de humedad de suelo en el mismo observatorio: TDR (time domain reflectometry - TRIME T3 de IMKO); FDR capacitivo (frecuency domain reflectometry - ECH2O EC-20 de DECAGON) y otros. Esta segunda fase de experimentación tuvo una duración de 4 años y se compararon las medidas de humedad de suelo obtenidas a partir de los sensores con las estimadas del BHS exponencial hasta una profundidad de 0 a 85 cm. En laboratorio se realizaron calibraciones específicas de los sensores TDR y FDR para cada uno de los horizontes más diferenciados del Haploxeralf Típico, utilizando diferentes tipos de regresión. Los valores de humedad de suelo con el equipo TDR, corregidos mediante la calibración específica de laboratorio, fueron los que más se ajustaron a las medidas realizadas por método gravimétrico “in situ”, por lo que se utilizó el TDR para las comparaciones con los valores obtenidos del BHS exponencial diario durante los cuatro años de esta segunda fase experimental. Se realizaron diferentes estimaciones del ADT, partiendo de datos de laboratorio y/o de datos procedentes de humedad de los sensores en campo. Los resultados mostraron de nuevo la conveniencia de utilizar el BHS exponencial diario, pero en este caso, con la estimación del ADT realizada a partir de las gráficas de los sensores. Mediante la utilización de los datos de humedad del BHS exponencial diario se han realizado comparaciones con el mismo tipo de balance pero utilizando un periodo semanal o mensual en lugar de diario, para conocer las diferencias. Los valores obtenidos con periodicidad mensual han dado valores de AD inferiores a los balances calculados semanalmente o diariamente. Por último se ha comprobado que los resultados de un BHS exponencial diario pueden complementar la información que se obtiene del Índice de Precipitación Estandarizado (SPI) y pueden mejorar el estudio de la sequía agrícola. ABSTRACT Due to the importance of a better knowledge of soil water at real time and in a more precisely way, this research work has being carried out with the main objective of selecting a daily Soil Water Balance (SWB) to estimate soil water content, and validate it in comparison to “in situ” measurements. Three locations, differing in soil and climate characteristics, were selected in central Spain in order to estimate with certain acuity soil water as plant-Available Water (AW) and to serve as a tool for the climatic studies. The selected places near meteorology stations were: Guadalajara/El Serranillo an alluvium of the Henares watershed; Colmenar Viejo/Base Famet, in the south raised area of the Guadarrama river basin, over metamorphic rocks; and Radiosondeo/Madrid (Barajas) in coarse arkosic sandstone. Morphology characterization, physical, chemical and hydrologic soil properties were studied in each area. In Guadalajara the soil is a Typic Xerorthent with a (Ap-AC-C1- C2) genetic horizon sequence, loam-sandy to loam textural class, less than 2% of rock fragments, presence of equivalent CaCO3 through the whole profile, outstanding the vertical and horizontal homogeneity of the properties. In Colmenar the soil is represented by a Dystric Xerorthent with a (A-C-C/R) genetic horizon sequence, the C/R is 20-30 cm deep where rock outcrops are approximately at 30 cm; a characteristic feature of this profile is its high acidity and high rock fragments content. In Radiosondeo the soil is represented by a Typic Haploxeralf, with the usual alfisol genetic horizon sequence (A-Bt1-Bt2-C/Bt); outstanding its horizontal heterogeneity, “the variability of the Bt (clay enriched horizon) depth in short distances”. In a first experimental stage (2007-2008), the daily SWB chosen was that which only uses as input data the information from the meteorology variables and plant-Total Available Water (TAW) for each soil type and depth. Different daily SWB (with exponential or direct plant-Available Water depletion) were applied, using the Penman- Monteith reference evapotranspiration (ETo) recommended by FAO. At the same time as soil water content was estimated from the different daily SWB at the three locations, also soil water content was being monitored by “in situ” gravimetric methodology, adapting it to each soil characteristic, to determine every time soil water content and AW to a depth of 0 to 30 cm. In each sampling date, 5 samples for each depth were taken: 0-10 cm; 10-20 cm and 20-30 cm and the data were submitted to the corresponding statistical analysis. The TAW was calculated based on field capacity (FC) and permanent wilting point (PWP) data obtained from laboratory by the Richards pressure plate. Results from this first experimental stage show that the daily exponential SWB was the one which better estimated the AW in Guadalajara considering field capacity at -33 kPa, though in Colmenar, field capacity at -10 kPa must be considered instead of -33 kPa for a better estimation. In Radiosondeo due to the fact that the Bt horizon depth varied in different sampling dates, it could not be established if the daily exponential SWB had a good performance. In a second experimental stage (20019-2012) and with the objective of minimizing the problems encountered in Radiosondeo for measuring “in situ” soil water content by the gravimetric method, the installation of different sensors for measuring soil water content were established and used in the same field location: TDR (time domain reflectometry - TRIME T3 from IMKO), capacitance FDR (frecuency domain reflectometry - ECH2O EC-20 from DECAGON) and others. This second experimental stage lasted 4 years in order to compare the soil water measures from the sensors with the estimations by the exponential SWB form 0 to 85 cm soil depths. At laboratory, specific calibrations for TDR and FDR sensors of the Typic Haploxeralf more differentiated horizons were done using different types of regressions. The results showed that soil water data obtained by the TDR equipment, corrected by the specific laboratory calibration, best fitted to “in situ” gravimetric soil water measures. In this way TDR was used for comparing to the daily exponential SWB during the four years of this second experimentation stage. Various estimations for obtaining TAW were tested; based on laboratory data – and/or on the data obtained of the soil water content field sensors. Results confirmed again, the convenience of using the daily exponential SWB, though in this case, with the TAW obtained from the field sensors graphics. Soil water estimated by exponential SWB on daily basis was compared to weekly and monthly periods, in order to know their reliability. The results obtained for a monthly period gave less AW than the ones obtained in a weekly or daily period. Finally it has been proved that the results obtained from the exponential SWB in a daily bases can be used as a useful tool in order to give complementary information to the SPI (Precipitation Standardized Index) and to help in agricultural drought studies.