Handmade Task Tracking Applied to Cognitive Rehabilitation

This article presents research focused on tracking manual tasks that are applied in cognitive rehabilitation so as to analyze the movements of patients who suffer from Apraxia and Action Disorganization Syndrome (AADS). This kind of patients find executing Activities of Daily Living (ADL) too difficult due to the loss of memory and capacity to carry out sequential tasks or the impossibility of associating different objects with their functions. This contribution is developed from the work of Universidad Polit��cnica de Madrid and Technical University of Munich in collaboration with The University of Birmingham. The KinectTM for Windows�� device is used for this purpose. The data collected is compared to an ultrasonic motion capture system. The results indicate a moderate to strong correlation between signals. They also verify that KinectTM is very suitable and inexpensive. Moreover, it turns out to be a motion-capture system quite easy to implement for kinematics analysis in ADL.

Optimization of Monte Carlo code for clinical simulation of electron beams

The aim of this work is to optimize a Monte Carlo (MC) kernel for electron radiation therapy (IOERT) compatible with intraoperative usage and to integrate it within an existing IOERT dedicated treatment planning system (TPS)

Application of postprocessing techniques methods for noise reduction in cylindrical near field antenna measurements

Three different methods to reduce the noise power in the far-field pattern of an antenna when it is measured in a cylindrical near field system are presented and compared. The first one is based on a modal filtering while the other two are based on spatial filtering, either on an antenna plane or either on a cylinder of smaller radius. Simulated and measured results will be presented.

A quality assessment system for fresh fruits in hypermarkets and fruit trading centres.

When the fresh fruit reaches the final markets from the suppliers, its quality is not always as good as it should, either because it has been mishandled during transportation or because it lacks an adequate quality control at the producer level, before being shipped. This is why it is necessary for the final markets to establish their own quality assessment system if they want to ensure to their customers the quality they want to sell. In this work, a system to control fruit quality at the last level of the distribution channel has been designed. The system combines rapid control techniques with laboratory equipment and statistical sampling protocols, to obtain a dynamic, objective process, which can substitute advantageously the quality control inspections carried out visually by human experts at the reception platform of most hypermarkets. Portable measuring equipment have been chosen (firmness tester, temperature and humidity sensors...) as well as easy-to-use laboratory equipment (texturometer, colorimeter, refractometer..,) combining them to control the most important fruit quality parameters (firmness, colour, sugars, acids). A complete computer network has been designed to control all the processes and store the collected data in real time, and to perform the computations. The sampling methods have been also defined to guarantee the confidence of the results. Some of the advantages of a quality assessment system as the proposed one are: the minimisation of human subjectivity, the ability to use modern measuring techniques, and the possibility of using it also as a supplier's quality control system. It can be also a way to clarify the quality limits of fruits among members of the commercial channel, as well as the first step in the standardisation of quality control procedures.

Control and command systems concepts from early work on a Mars Rover

We recover and develop some robotic systems concepts (on the light of present systems tools) that were originated for an intended Mars Rover in the sixties of the last century at the Instrumentation Laboratory of MIT, where one of the authors was involved. The basic concepts came from the specifications for a type of generalized robot inspired in the structure of the vertebrate nervous systems, where the decision system was based in the structure and function of the Reticular Formation (RF). The vertebrate RF is supposed to commit the whole organism to one among various modes of behavior, so taking the decisions about the present overall task. That is, it is a kind of control and command system. In this concepts updating, the basic idea is that the RF comprises a set of computing units such that each computing module receives information only from a reduced part of the overall, little processed sensory inputs. Each computing unit is capable of both general diagnostics about overall input situations and of specialized diagnostics according to the values of a concrete subset of the input lines. Slave systems to this command and control computer, there are the sensors, the representations of external environment, structures for modeling and planning and finally, the effectors acting in the external world.

Implementaci��n de una herramienta de productividad para el desarrollo y despliegue de aplicaciones

En la actualidad se est�� viviendo el auge del Cloud Computing (Computaci��n en la Nube) y cada vez son m��s las empresas importantes en el sector de las Tecnolog��as de la Informaci��n que apuestan con fuerza por estos servicios. Por un lado, algunas ofrecen servicios, como Amazon y su sistema IaaS (Infrastructure as a Service) Amazon Web Services (AWS); por otro, algunas los utilizan, como ocurre en el caso de este proyecto, en el que Telefonica I+D hace uso de los servicios proporcionados por AWS para sus proyectos. Debido a este crecimiento en el uso de las aplicaciones distribuidas es importante tener en cuenta el papel que desempe��an los desarrolladores y administradores de sistemas que han de trabajar y mantener todas las m��quinas remotas de uno o varios proyectos desde una ��nica m��quina local. El ayudar a realizar estas tareas de la forma m��s c��moda y autom��tica posible es el objetivo principal de este proyecto. En concreto, el objetivo de este proyecto es el dise��o y la implementaci��n de una soluci��n software que ayude a la productividad en el desarrollo y despliegue de aplicaciones en un conjunto de m��quinas remotas desde una ��nica m��quina local, teniendo como base una prueba de concepto realizada anteriormente que prueba las funcionalidades m��s b��sicas de las librer��as utilizadas para el desarrollo de la herramienta. A lo largo de este proyecto se han estudiado las diferentes alternativas que se encuentran en el mercado que ofrecen al menos parte de la soluci6n a los problemas abordados, pese a que los requisitos de la empresa indicaban que la herramienta deb��a implementarse de forma completa. Se estudi�� a fondo despu��s la prueba de concepto de la que se part��a para, con los conocimientos adquiridos sobre el tema, mejorarla cumpliendo los objetivos marcados. Tras el desarrollo y la implementaci6n completa de la herramienta se proponen posibles caminos a seguir en el futuro. ---ABSTRACT---Nowadays we are experiencing the rise of Cloud Computing and every day more and more important IT companies are betting hard for this kind of services. On one hand, some of these companies offer services such as Amazon IaaS (Infrastructure as a Service) system Amazon Web Services (AWS); on the other hand, some of them use these services, as in the case of this project, in which Telefonica I+D uses the services provided by AWS in their projects. Due this growth in the use of distributed applications it is important to consider the developers and system administrators' roles, who have to work and do the maintenance of all the remote machines from one or several projects from a single local machine. The main goal of this project is to help with these tasks making them as comfortable and automatically as possible. Specifically, the goal of this project is the design and implementation of a software solution that helps to achieve a better productivity in the development of applications on a set of remote machines from a single local machine, based on a proof of concept developed before, in which the basic functionality of the libraries used in this tool were tested. Throughout this project the different alternatives on the market that offer at least part of the solution to the problem addressed have been studied, although according to the requirements of the company, the tool should be implemented from scratch. After that, the basic proof of concept was thoroughly studied and improved with the knowledge acquired on the subject, fulfilling the marked goals. Once the development and full implementation of the tool is done, some ways of improvement for the future are suggested.

Sistema de gesti��n de residuos de construcci��n y demolici��n en obras de edificaci��n residencial. Buenas pr��cticas en la ejecuci��n de obra

En el sector de la edificaci��n, las grandes constructoras comienzan a considerar aspectos medioambientales, no limit��ndose a lo establecido por la legislaci��n vigente, y buscando la implementaci��n de buenas pr��cticas. Si bien este hecho es una realidad para las grandes empresas constructoras, todav��a falta que la gran mayor��a de las empresas del sector (peque��as y medianas) adopten ��sta tendencia. En este sentido, las publicaciones y estad��sticas consultadas revelan que el sector de la construcci��n sigue siendo el sector con menor n��mero de Sistemas de Gesti��n Ambiental (SGA) certificados en comparaci��n con otros sectores industriales, debido principalmente a las peculiaridades de su actividad. Por otra parte, el sector de la construcci��n genera grandes cantidades de residuos de construcci��n y demolici��n (RCD). Aunque, en los ��ltimos a��os la actividad de la construcci��n ha disminuido, debido a la crisis econ��mica del pa��s, no hay que olvidar todos los problemas causados por este tipo de residuos, o mejor dicho, por su gesti��n. La gesti��n de los RCD actual est�� lejos de alcanzar la meta propuesta en la Directiva Marco de Residuos (DMR), la cual exige un objetivo global para el a��o 2020 en el que el 70% de todos los RCD generados deber��n ser reciclados en los pa��ses de la UE. Pero, la realidad es que s��lo el 50% de la RCD generados en la Uni��n Europea se recicla. Por este motivo, en los ��ltimos a��os se ha producido una completa modificaci��n del r��gimen jur��dico aplicable a los RCD, incorporando importantes novedades a nuestro ordenamiento interno como son: la redacci��n de un Estudio de gesti��n de RCD (en fase de dise��o) y un Plan de gesti��n de RCD (en fase de ejecuci��n). Entre estas medidas destaca el poder conocer, con la antelaci��n suficiente, la cantidad y el momento en que los RCD son generados, para as�� poder planificar la gesti��n m��s adecuada para cada categor��a de RCD. Es por ello que el desarrollo de cualquier instrumento que determine la estimaci��n de RCD as�� como iniciativas para su control debe ser considerado como una herramienta para dar respuestas reales en el campo de la sostenibilidad en la edificaci��n. Por todo lo anterior, el principal objetivo de la Tesis Doctoral es mejorar la gesti��n actual de los RCD, a trav��s de la elaboraci��n e implementaci��n en obra de un Sistema de gesti��n de RCD en fase de ejecuci��n que podr�� ser incluido en el Sistema de Gesti��n Ambiental de las empresas constructoras. Para ello, se ha identificado la actividad que m��s residuo genera, as�� como las diferentes categor��as de RCD generadas durante su ejecuci��n, a trav��s del an��lisis de nueve obras de edificaci��n de nueva planta. Posteriormente, se han determinado y evaluado, en funci��n de su eficacia y viabilidad, veinte buenas pr��cticas encaminadas a reducir la generaci��n de RCD. Tambi��n, se han identificado y evaluado, en funci��n de su coste econ��mico, cinco alternativas de gesti��n para cada categor��a de RCD generada. Por ��ltimo, se ha desarrollado e implementado un Sistema de Gesti��n de RCD en una empresa de construcci��n real. En definitiva, el Sistema de Gesti��n de RCD propuesto contiene una herramienta de estimaci��n de RCD y tambi��n proporciona una relaci��n de buenas pr��cticas, seg��n su viabilidad y eficacia, sobre los aspectos m��s significativos en cuanto a la gesti��n de RCD se refiere. El uso de este Sistema de gesti��n de RCD ayudar�� a los t��cnicos de la construcci��n en el desarrollo de los documentos "Estudio de gesti��n de RCD " y "Plan de gesti��n de RCD " - requeridos por ley -. Adem��s, el Sistema promueve la gesti��n ambiental de la empresa, favoreciendo la cohesi��n del proceso constructivo, estableciendo responsabilidades en el ��mbito de RCD y proporcionando un mayor control sobre el proceso. En conclusi��n, la implementaci��n de un sistema de gesti��n de RCD en obra ayuda a conseguir una actividad de edificaci��n, cuyo principal objetivo sea la generaci��n de residuos cero. ABSTRACT Currently, in the building sector, the main construction companies are considering environmental issues, not being limited to the current legislation, and seeking the implementation of good practices. While this fact is a reality for large construction companies, still the vast majority of construction companies (small and medium enterprises) need to accept this trend. In this sense, official publications and statistics reveal that the construction sector remains with the lowest number of certified Environmental Management Systems (EMS) compared to other industrial sectors, mainly due to the peculiarities of its activity. Moreover, the construction industry in Spain generates large volumes of construction and demolition waste (CDW) achieving a low recycling rate compared to other European Union countries and to the target set for 2020. Despite the complete change in the legal regime for CDW in Spain, there are still several difficulties for their application at the construction works. Among these difficulties the following can be highlighted: onsite segregation, estimating CDW generation and managing different CDW categories. Despite these difficulties, the proper CDW management must be one of the main aspects considered by construction companies in the EMS. However, at present the EMS used in construction companies consider very superficially CDW management issues. Therefore, current EMS should go a step further and include not only procedures for managing CDW globally, but also specific procedures for each CDW category, taking into account best practices for prevention, minimization and proper CDW management in order to achieve building construction works with zero waste generation. The few scientific studies analysing EMS implementation in construction enterprises focus on studying the benefits and barriers of their implementation. Despite the drawbacks found, implementing an EMS would bring benefits such as improving the corporate image in relation to the environment, ensuring compliance with the law or reducing environmental risks. Also, the international scientific community has shown great interest in defining models to estimate in advance the CDW that will be generated during the building construction or rehabilitation works. These studies analyse the overall waste generation and its different CDW categories. However, despite the many studies found on CDW quantification, analysing its evolution throughout the construction activities is a factor that must be further studied and discussed in greater depth, as results would be of great significance when planning the CDW management. According to the scientific studies analysing the implementation of good environmental practices in construction sites, it seems that, in general, the CDW collection system is done in a decentralized manner by each subcontracted company. In addition, the corporate image generated when poor practices are done may adversely affect the company's reputation and can result in loss of contracts. Finally, although there are numerous guides and manuals of good practices for CDW management, no references have been found implementing these measures in the Environmental Management System of the construction companies. From all the above, this thesis aims to provide answers to reduce the environmental impact caused by CDW generation in building construction works, in order to get a building process with zero waste generation. In this sense, is essential to generate new knowledge in order to implement a system which can carry out comprehensive management of CDW generated onsite, at the design stage until the end of its life cycle, taking into account both technical and economic criteria. Therefore, the main objective of this thesis is to define and implement a CDW management system for residential building construction works, helping construction agents not only to manage the CDW in accordance with current legislation, but also minimizing their generation on site by applying best practices, resulting in achieving the goal of zero waste in building works.

Caracterizaci��n de un robot para aplicaciones de mecanizado con requerimientos de tolerancias

El presente Trabajo fin Fin de M��ster, versa sobre una caracterizaci��n preliminar del comportamiento de un robot de tipo industrial, configurado por 4 eslabones y 4 grados de libertad, y sometido a fuerzas de mecanizado en su extremo. El entorno de trabajo planteado es el de plantas de fabricaci��n de piezas de aleaciones de aluminio para automoci��n. Este tipo de componentes parte de un primer proceso de fundici��n que saca la pieza en bruto. Para series medias y altas, en funci��n de las propiedades mec��nicas y pl��sticas requeridas y los costes de producci��n, la inyecci��n a alta presi��n (HPDC) y la fundici��n a baja presi��n (LPC) son las dos tecnolog��as m��s usadas en esta primera fase. Para inyecci��n a alta presi��n, las aleaciones de aluminio m��s empleadas son, en designaci��n simb��lica seg��n norma EN 1706 (entre par��ntesis su designaci��n num��rica); EN AC AlSi9Cu3(Fe) (EN AC 46000) , EN AC AlSi9Cu3(Fe)(Zn) (EN AC 46500), y EN AC AlSi12Cu1(Fe) (EN AC 47100). Para baja presi��n, EN AC AlSi7Mg0,3 (EN AC 42100). En los 3 primeros casos, los l��mites de Silicio permitidos pueden superan el 10%. En el cuarto caso, es inferior al 10% por lo que, a los efectos de ser sometidas a mecanizados, las piezas fabricadas en aleaciones con Si superior al 10%, se puede considerar que son equivalentes, diferenci��ndolas de la cuarta. Las tolerancias geom��tricas y dimensionales conseguibles directamente de fundici��n, recogidas en normas como ISO 8062 o DIN 1688-1, establecen l��mites para este proceso. Fuera de esos l��mites, las garant��as en conseguir producciones con los objetivos de ppms aceptados en la actualidad por el mercado, obligan a ir a fases posteriores de mecanizado. Aquellas geometr��as que, funcionalmente, necesitan disponer de unas tolerancias geom��tricas y/o dimensionales definidas acorde a ISO 1101, y no capaces por este proceso inicial de moldeado a presi��n, deben ser procesadas en una fase posterior en c��lulas de mecanizado. En este caso, las tolerancias alcanzables para procesos de arranque de viruta se recogen en normas como ISO 2768. Las c��lulas de mecanizado se componen, por lo general, de varios centros de control num��rico interrelacionados y comunicados entre s�� por robots que manipulan las piezas en proceso de uno a otro. Dichos robots, disponen en su extremo de una pinza utillada para poder coger y soltar las piezas en los ��tiles de mecanizado, las mesas de intercambio para cambiar la pieza de posici��n o en utillajes de equipos de medici��n y prueba, o en cintas de entrada o salida. La repetibilidad es alta, de cent��simas incluso, definida seg��n norma ISO 9283. El problema es que, estos rangos de repetibilidad s��lo se garantizan si no se hacen esfuerzos o ��stos son despreciables (caso de mover piezas). Aunque las inercias de mover piezas a altas velocidades hacen que la trayectoria intermedia tenga poca precisi��n, al inicio y al final (al coger y dejar pieza, p.e.) se hacen a velocidades relativamente bajas que hacen que el efecto de las fuerzas de inercia sean menores y que permiten garantizar la repetibilidad anteriormente indicada. No ocurre as�� si se quitara la garra y se intercambia con un cabezal motorizado con una herramienta como broca, mandrino, plato de cuchillas, fresas frontales o tangenciales��� Las fuerzas ejercidas de mecanizado generar��an unos pares en las uniones tan grandes y tan variables que el control del robot no ser��a capaz de responder (o no est�� preparado, en un principio) y generar��a una desviaci��n en la trayectoria, realizada a baja velocidad, que desencadenar��a en un error de posici��n (ver norma ISO 5458) no asumible para la funcionalidad deseada. Se podr��a llegar al caso de que la tolerancia alcanzada por un pretendido proceso m��s exacto diera una dimensi��n peor que la que dar��a el proceso de fundici��n, en principio con mayor variabilidad dimensional en proceso (y por ende con mayor intervalo de tolerancia garantizable). De hecho, en los CNCs, la precisi��n es muy elevada, (pudi��ndose despreciar en la mayor��a de los casos) y no es la responsable de, por ejemplo la tolerancia de posici��n al taladrar un agujero. Factores como, temperatura de la sala y de la pieza, calidad constructiva de los utillajes y rigidez en el amarre, error en el giro de mesas y de colocaci��n de pieza, si lleva agujeros previos o no, si la herramienta est�� bien equilibrada y el cono es el adecuado para el tipo de mecanizado��� influyen m��s. Es interesante que, un elemento no espec��fico tan com��n en una planta industrial, en el entorno anteriormente descrito, como es un robot, el cual no ser��a necesario a��adir por disponer de ��l ya (y por lo tanto la inversi��n ser��a muy peque��a), puede mejorar la cadena de valor disminuyendo el costo de fabricaci��n. Y si se pudiera conjugar que ese robot destinado a tareas de manipulaci��n, en los muchos tiempos de espera que va a disfrutar mientras el CNC arranca viruta, pudiese coger un cabezal y apoyar ese mecanizado; ser��a doblemente interesante. Por lo tanto, se antoja sugestivo poder conocer su comportamiento e intentar explicar qu�� ser��a necesario para llevar esto a cabo, motivo de este trabajo. La arquitectura de robot seleccionada es de tipo SCARA. La b��squeda de un robot c��modo de modelar y de analizar cinem��tica y din��micamente, sin limitaciones relevantes en la multifuncionalidad de trabajos solicitados, ha llevado a esta elecci��n, frente a otras arquitecturas como por ejemplo los robots antropom��rficos de 6 grados de libertad, muy populares a nivel industrial. Este robot dispone de 3 uniones, de las cuales 2 son de tipo par de revoluci��n (1 grado de libertad cada una) y la tercera es de tipo corredera o par cil��ndrico (2 grados de libertad). La primera uni��n, de tipo par de revoluci��n, sirve para unir el suelo (considerado como eslab��n n��mero 1) con el eslab��n n��mero 2. La segunda uni��n, tambi��n de ese tipo, une el eslab��n n��mero 2 con el eslab��n n��mero 3. Estos 2 brazos, pueden describir un movimiento horizontal, en el plano X-Y. El tercer eslab��n, est�� unido al eslab��n n��mero 4 por la uni��n de tipo corredera. El movimiento que puede describir es paralelo al eje Z. El robot es de 4 grados de libertad (4 motores). En relaci��n a los posibles trabajos que puede realizar este tipo de robot, su versatilidad abarca tanto operaciones t��picas de manipulaci��n como operaciones de arranque de viruta. Uno de los mecanizados m��s usuales es el taladrado, por lo cual se elige ��ste para su modelizaci��n y an��lisis. Dentro del taladrado se elegir�� para acotar las fuerzas, taladrado en macizo con broca de di��metro 9 mm. El robot se ha considerado por el momento que tenga comportamiento de s��lido r��gido, por ser el mayor efecto esperado el de los pares en las uniones. Para modelar el robot se utiliza el m��todo de los sistemas multicuerpos. Dentro de este m��todo existen diversos tipos de formulaciones (p.e. Denavit-Hartenberg). D-H genera una cantidad muy grande de ecuaciones e inc��gnitas. Esas inc��gnitas son de dif��cil comprensi��n y, para cada posici��n, hay que detenerse a pensar qu�� significado tienen. Se ha optado por la formulaci��n de coordenadas naturales. Este sistema utiliza puntos y vectores unitarios para definir la posici��n de los distintos cuerpos, y permite compartir, cuando es posible y se quiere, para definir los pares cinem��ticos y reducir al mismo tiempo el n��mero de variables. Las inc��gnitas son intuitivas, las ecuaciones de restricci��n muy sencillas y se reduce considerablemente el n��mero de ecuaciones e inc��gnitas. Sin embargo, las coordenadas naturales ���puras��� tienen 2 problemas. El primero, que 2 elementos con un ��ngulo de 0 o 180 grados, dan lugar a puntos singulares que pueden crear problemas en las ecuaciones de restricci��n y por lo tanto han de evitarse. El segundo, que tampoco inciden directamente sobre la definici��n o el origen de los movimientos. Por lo tanto, es muy conveniente complementar esta formulaci��n con ��ngulos y distancias (coordenadas relativas). Esto da lugar a las coordenadas naturales mixtas, que es la formulaci��n final elegida para este TFM. Las coordenadas naturales mixtas no tienen el problema de los puntos singulares. Y la ventaja m��s importante reside en su utilidad a la hora de aplicar fuerzas motrices, momentos o evaluar errores. Al incidir sobre la inc��gnita origen (��ngulos o distancias) controla los motores de manera directa. El algoritmo, la simulaci��n y la obtenci��n de resultados se ha programado mediante Matlab. Para realizar el modelo en coordenadas naturales mixtas, es preciso modelar en 2 pasos el robot a estudio. El primer modelo se basa en coordenadas naturales. Para su validaci��n, se plantea una trayectoria definida y se analiza cinem��ticamente si el robot satisface el movimiento solicitado, manteniendo su integridad como sistema multicuerpo. Se cuantifican los puntos (en este caso inicial y final) que configuran el robot. Al tratarse de s��lidos r��gidos, cada eslab��n queda definido por sus respectivos puntos inicial y final (que son los m��s interesantes para la cinem��tica y la din��mica) y por un vector unitario no colineal a esos 2 puntos. Los vectores unitarios se colocan en los lugares en los que se tenga un eje de rotaci��n o cuando se desee obtener informaci��n de un ��ngulo. No son necesarios vectores unitarios para medir distancias. Tampoco tienen por qu�� coincidir los grados de libertad con el n��mero de vectores unitarios. Las longitudes de cada eslab��n quedan definidas como constantes geom��tricas. Se establecen las restricciones que definen la naturaleza del robot y las relaciones entre los diferentes elementos y su entorno. La trayectoria se genera por una nube de puntos continua, definidos en coordenadas independientes. Cada conjunto de coordenadas independientes define, en un instante concreto, una posici��n y postura de robot determinada. Para conocerla, es necesario saber qu�� coordenadas dependientes hay en ese instante, y se obtienen resolviendo por el m��todo de Newton-Rhapson las ecuaciones de restricci��n en funci��n de las coordenadas independientes. El motivo de hacerlo as�� es porque las coordenadas dependientes deben satisfacer las restricciones, cosa que no ocurre con las coordenadas independientes. Cuando la validez del modelo se ha probado (primera validaci��n), se pasa al modelo 2. El modelo n��mero 2, incorpora a las coordenadas naturales del modelo n��mero 1, las coordenadas relativas en forma de ��ngulos en los pares de revoluci��n (3 ��ngulos; ��1, �� 2 y ��3) y distancias en los pares prism��ticos (1 distancia; s). Estas coordenadas relativas pasan a ser las nuevas coordenadas independientes (sustituyendo a las coordenadas independientes cartesianas del modelo primero, que eran coordenadas naturales). Es necesario revisar si el sistema de vectores unitarios del modelo 1 es suficiente o no. Para este caso concreto, se han necesitado a��adir 1 vector unitario adicional con objeto de que los ��ngulos queden perfectamente determinados con las correspondientes ecuaciones de producto escalar y/o vectorial. Las restricciones habr��n de ser incrementadas en, al menos, 4 ecuaciones; una por cada nueva inc��gnita. La validaci��n del modelo n��mero 2, tiene 2 fases. La primera, al igual que se hizo en el modelo n��mero 1, a trav��s del an��lisis cinem��tico del comportamiento con una trayectoria definida. Podr��an obtenerse del modelo 2 en este an��lisis, velocidades y aceleraciones, pero no son necesarios. Tan s��lo interesan los movimientos o desplazamientos finitos. Comprobada la coherencia de movimientos (segunda validaci��n), se pasa a analizar cinem��ticamente el comportamiento con trayectorias interpoladas. El an��lisis cinem��tico con trayectorias interpoladas, trabaja con un n��mero m��nimo de 3 puntos m��ster. En este caso se han elegido 3; punto inicial, punto intermedio y punto final. El n��mero de interpolaciones con el que se act��a es de 50 interpolaciones en cada tramo (cada 2 puntos m��ster hay un tramo), resultando un total de 100 interpolaciones. El m��todo de interpolaci��n utilizado es el de splines c��bicas con condici��n de aceleraci��n inicial y final constantes, que genera las coordenadas independientes de los puntos interpolados de cada tramo. Las coordenadas dependientes se obtienen resolviendo las ecuaciones de restricci��n no lineales con el m��todo de Newton-Rhapson. El m��todo de las splines c��bicas es muy continuo, por lo que si se desea modelar una trayectoria en el que haya al menos 2 movimientos claramente diferenciados, es preciso hacerlo en 2 tramos y unirlos posteriormente. Ser��a el caso en el que alguno de los motores se desee expresamente que est�� parado durante el primer movimiento y otro distinto lo est�� durante el segundo movimiento (y as�� sucesivamente). Obtenido el movimiento, se calculan, tambi��n mediante f��rmulas de diferenciaci��n num��rica, las velocidades y aceleraciones independientes. El proceso es an��logo al anteriormente explicado, recordando la condici��n impuesta de que la aceleraci��n en el instante t= 0 y en instante t= final, se ha tomado como 0. Las velocidades y aceleraciones dependientes se calculan resolviendo las correspondientes derivadas de las ecuaciones de restricci��n. Se comprueba, de nuevo, en una tercera validaci��n del modelo, la coherencia del movimiento interpolado. La din��mica inversa calcula, para un movimiento definido -conocidas la posici��n, velocidad y la aceleraci��n en cada instante de tiempo-, y conocidas las fuerzas externas que act��an (por ejemplo el peso); qu�� fuerzas hay que aplicar en los motores (donde hay control) para que se obtenga el citado movimiento. En la din��mica inversa, cada instante del tiempo es independiente de los dem��s y tiene una posici��n, una velocidad y una aceleraci��n y unas fuerzas conocidas. En este caso concreto, se desean aplicar, de momento, s��lo las fuerzas debidas al peso, aunque se podr��an haber incorporado fuerzas de otra naturaleza si se hubiese deseado. Las posiciones, velocidades y aceleraciones, proceden del c��lculo cinem��tico. El efecto inercial de las fuerzas tenidas en cuenta (el peso) es calculado. Como resultado final del an��lisis din��mico inverso, se obtienen los pares que han de ejercer los cuatro motores para replicar el movimiento prescrito con las fuerzas que estaban actuando. La cuarta validaci��n del modelo consiste en confirmar que el movimiento obtenido por aplicar los pares obtenidos en la din��mica inversa, coinciden con el obtenido en el an��lisis cinem��tico (movimiento te��rico). Para ello, es necesario acudir a la din��mica directa. La din��mica directa se encarga de calcular el movimiento del robot, resultante de aplicar unos pares en motores y unas fuerzas en el robot. Por lo tanto, el movimiento real resultante, al no haber cambiado ninguna condici��n de las obtenidas en la din��mica inversa (pares de motor y fuerzas inerciales debidas al peso de los eslabones) ha de ser el mismo al movimiento te��rico. Siendo as��, se considera que el robot est�� listo para trabajar. Si se introduce una fuerza exterior de mecanizado no contemplada en la din��mica inversa y se asigna en los motores los mismos pares resultantes de la resoluci��n del problema din��mico inverso, el movimiento real obtenido no es igual al movimiento te��rico. El control de lazo cerrado se basa en ir comparando el movimiento real con el deseado e introducir las correcciones necesarias para minimizar o anular las diferencias. Se aplican ganancias en forma de correcciones en posici��n y/o velocidad para eliminar esas diferencias. Se eval��a el error de posici��n como la diferencia, en cada punto, entre el movimiento te��rico deseado en el an��lisis cinem��tico y el movimiento real obtenido para cada fuerza de mecanizado y una ganancia concreta. Finalmente, se mapea el error de posici��n obtenido para cada fuerza de mecanizado y las diferentes ganancias previstas, graficando la mejor precisi��n que puede dar el robot para cada operaci��n que se le requiere, y en qu�� condiciones. -------------- This Master��s Thesis deals with a preliminary characterization of the behaviour for an industrial robot, configured with 4 elements and 4 degrees of freedoms, and subjected to machining forces at its end. Proposed working conditions are those typical from manufacturing plants with aluminium alloys for automotive industry. This type of components comes from a first casting process that produces rough parts. For medium and high volumes, high pressure die casting (HPDC) and low pressure die casting (LPC) are the most used technologies in this first phase. For high pressure die casting processes, most used aluminium alloys are, in simbolic designation according EN 1706 standard (between brackets, its numerical designation); EN AC AlSi9Cu3(Fe) (EN AC 46000) , EN AC AlSi9Cu3(Fe)(Zn) (EN AC 46500), y EN AC AlSi12Cu1(Fe) (EN AC 47100). For low pressure, EN AC AlSi7Mg0,3 (EN AC 42100). For the 3 first alloys, Si allowed limits can exceed 10% content. Fourth alloy has admisible limits under 10% Si. That means, from the point of view of machining, that components made of alloys with Si content above 10% can be considered as equivalent, and the fourth one must be studied separately. Geometrical and dimensional tolerances directly achievables from casting, gathered in standards such as ISO 8062 or DIN 1688-1, establish a limit for this process. Out from those limits, guarantees to achieve batches with objetive ppms currently accepted by market, force to go to subsequent machining process. Those geometries that functionally require a geometrical and/or dimensional tolerance defined according ISO 1101, not capable with initial moulding process, must be obtained afterwards in a machining phase with machining cells. In this case, tolerances achievables with cutting processes are gathered in standards such as ISO 2768. In general terms, machining cells contain several CNCs that they are interrelated and connected by robots that handle parts in process among them. Those robots have at their end a gripper in order to take/remove parts in machining fixtures, in interchange tables to modify position of part, in measurement and control tooling devices, or in entrance/exit conveyors. Repeatibility for robot is tight, even few hundredths of mm, defined according ISO 9283. Problem is like this; those repeatibilty ranks are only guaranteed when there are no stresses or they are not significant (f.e. due to only movement of parts). Although inertias due to moving parts at a high speed make that intermediate paths have little accuracy, at the beginning and at the end of trajectories (f.e, when picking part or leaving it) movement is made with very slow speeds that make lower the effect of inertias forces and allow to achieve repeatibility before mentioned. It does not happens the same if gripper is removed and it is exchanged by an spindle with a machining tool such as a drilling tool, a pcd boring tool, a face or a tangential milling cutter��� Forces due to machining would create such big and variable torques in joints that control from the robot would not be able to react (or it is not prepared in principle) and would produce a deviation in working trajectory, made at a low speed, that would trigger a position error (see ISO 5458 standard) not assumable for requested function. Then it could be possible that tolerance achieved by a more exact expected process would turn out into a worst dimension than the one that could be achieved with casting process, in principle with a larger dimensional variability in process (and hence with a larger tolerance range reachable). As a matter of fact, accuracy is very tight in CNC, (its influence can be ignored in most cases) and it is not the responsible of, for example position tolerance when drilling a hole. Factors as, room and part temperature, manufacturing quality of machining fixtures, stiffness at clamping system, rotating error in 4th axis and part positioning error, if there are previous holes, if machining tool is properly balanced, if shank is suitable for that machining type��� have more influence. It is interesting to know that, a non specific element as common, at a manufacturing plant in the enviroment above described, as a robot (not needed to be added, therefore with an additional minimum investment), can improve value chain decreasing manufacturing costs. And when it would be possible to combine that the robot dedicated to handling works could support CNCs�� works in its many waiting time while CNCs cut, and could take an spindle and help to cut; it would be double interesting. So according to all this, it would be interesting to be able to know its behaviour and try to explain what would be necessary to make this possible, reason of this work. Selected robot architecture is SCARA type. The search for a robot easy to be modeled and kinematically and dinamically analyzed, without significant limits in the multifunctionality of requested operations, has lead to this choice. Due to that, other very popular architectures in the industry, f.e. 6 DOFs anthropomorphic robots, have been discarded. This robot has 3 joints, 2 of them are revolute joints (1 DOF each one) and the third one is a cylindrical joint (2 DOFs). The first joint, a revolute one, is used to join floor (body 1) with body 2. The second one, a revolute joint too, joins body 2 with body 3. These 2 bodies can move horizontally in X-Y plane. Body 3 is linked to body 4 with a cylindrical joint. Movement that can be made is paralell to Z axis. The robt has 4 degrees of freedom (4 motors). Regarding potential works that this type of robot can make, its versatility covers either typical handling operations or cutting operations. One of the most common machinings is to drill. That is the reason why it has been chosen for the model and analysis. Within drilling, in order to enclose spectrum force, a typical solid drilling with 9 mm diameter. The robot is considered, at the moment, to have a behaviour as rigid body, as biggest expected influence is the one due to torques at joints. In order to modelize robot, it is used multibodies system method. There are under this heading different sorts of formulations (f.e. Denavit-Hartenberg). D-H creates a great amount of equations and unknown quantities. Those unknown quatities are of a difficult understanding and, for each position, one must stop to think about which meaning they have. The choice made is therefore one of formulation in natural coordinates. This system uses points and unit vectors to define position of each different elements, and allow to share, when it is possible and wished, to define kinematic torques and reduce number of variables at the same time. Unknown quantities are intuitive, constrain equations are easy and number of equations and variables are strongly reduced. However, ���pure��� natural coordinates suffer 2 problems. The first one is that 2 elements with an angle of 0�� or 180��, give rise to singular positions that can create problems in constrain equations and therefore they must be avoided. The second problem is that they do not work directly over the definition or the origin of movements. Given that, it is highly recommended to complement this formulation with angles and distances (relative coordinates). This leads to mixed natural coordinates, and they are the final formulation chosen for this MTh. Mixed natural coordinates have not the problem of singular positions. And the most important advantage lies in their usefulness when applying driving forces, torques or evaluating errors. As they influence directly over origin variable (angles or distances), they control motors directly. The algorithm, simulation and obtaining of results has been programmed with Matlab. To design the model in mixed natural coordinates, it is necessary to model the robot to be studied in 2 steps. The first model is based in natural coordinates. To validate it, it is raised a defined trajectory and it is kinematically analyzed if robot fulfils requested movement, keeping its integrity as multibody system. The points (in this case starting and ending points) that configure the robot are quantified. As the elements are considered as rigid bodies, each of them is defined by its respectively starting and ending point (those points are the most interesting ones from the point of view of kinematics and dynamics) and by a non-colinear unit vector to those points. Unit vectors are placed where there is a rotating axis or when it is needed information of an angle. Unit vectors are not needed to measure distances. Neither DOFs must coincide with the number of unit vectors. Lengths of each arm are defined as geometrical constants. The constrains that define the nature of the robot and relationships among different elements and its enviroment are set. Path is generated by a cloud of continuous points, defined in independent coordinates. Each group of independent coordinates define, in an specific instant, a defined position and posture for the robot. In order to know it, it is needed to know which dependent coordinates there are in that instant, and they are obtained solving the constraint equations with Newton-Rhapson method according to independent coordinates. The reason to make it like this is because dependent coordinates must meet constraints, and this is not the case with independent coordinates. When suitability of model is checked (first approval), it is given next step to model 2. Model 2 adds to natural coordinates from model 1, the relative coordinates in the shape of angles in revoluting torques (3 angles; ��1, �� 2 and ��3) and distances in prismatic torques (1 distance; s). These relative coordinates become the new independent coordinates (replacing to cartesian independent coordinates from model 1, that they were natural coordinates). It is needed to review if unit vector system from model 1 is enough or not . For this specific case, it was necessary to add 1 additional unit vector to define perfectly angles with their related equations of dot and/or cross product. Constrains must be increased in, at least, 4 equations; one per each new variable. The approval of model 2 has two phases. The first one, same as made with model 1, through kinematic analysis of behaviour with a defined path. During this analysis, it could be obtained from model 2, velocities and accelerations, but they are not needed. They are only interesting movements and finite displacements. Once that the consistence of movements has been checked (second approval), it comes when the behaviour with interpolated trajectories must be kinematically analyzed. Kinematic analysis with interpolated trajectories work with a minimum number of 3 master points. In this case, 3 points have been chosen; starting point, middle point and ending point. The number of interpolations has been of 50 ones in each strecht (each 2 master points there is an strecht), turning into a total of 100 interpolations. The interpolation method used is the cubic splines one with condition of constant acceleration both at the starting and at the ending point. This method creates the independent coordinates of interpolated points of each strecht. The dependent coordinates are achieved solving the non-linear constrain equations with Newton-Rhapson method. The method of cubic splines is very continuous, therefore when it is needed to design a trajectory in which there are at least 2 movements clearly differents, it is required to make it in 2 steps and join them later. That would be the case when any of the motors would keep stopped during the first movement, and another different motor would remain stopped during the second movement (and so on). Once that movement is obtained, they are calculated, also with numerical differenciation formulas, the independent velocities and accelerations. This process is analogous to the one before explained, reminding condition that acceleration when t=0 and t=end are 0. Dependent velocities and accelerations are calculated solving related derivatives of constrain equations. In a third approval of the model it is checked, again, consistence of interpolated movement. Inverse dynamics calculates, for a defined movement ���knowing position, velocity and acceleration in each instant of time-, and knowing external forces that act (f.e. weights); which forces must be applied in motors (where there is control) in order to obtain requested movement. In inverse dynamics, each instant of time is independent of the others and it has a position, a velocity, an acceleration and known forces. In this specific case, it is intended to apply, at the moment, only forces due to the weight, though forces of another nature could have been added if it would have been preferred. The positions, velocities and accelerations, come from kinematic calculation. The inertial effect of forces taken into account (weight) is calculated. As final result of the inverse dynamic analysis, the are obtained torques that the 4 motors must apply to repeat requested movement with the forces that were acting. The fourth approval of the model consists on confirming that the achieved movement due to the use of the torques obtained in the inverse dynamics, are in accordance with movements from kinematic analysis (theoretical movement). For this, it is necessary to work with direct dynamics. Direct dynamic is in charge of calculating the movements of robot that results from applying torques at motors and forces at the robot. Therefore, the resultant real movement, as there was no change in any condition of the ones obtained at the inverse dynamics (motor torques and inertial forces due to weight of elements) must be the same than theoretical movement. When these results are achieved, it is considered that robot is ready to work. When a machining external force is introduced and it was not taken into account before during the inverse dynamics, and torques at motors considered are the ones of the inverse dynamics, the real movement obtained is not the same than the theoretical movement. Closed loop control is based on comparing real movement with expected movement and introducing required corrrections to minimize or cancel differences. They are applied gains in the way of corrections for position and/or tolerance to remove those differences. Position error is evaluated as the difference, in each point, between theoretical movemment (calculated in the kinematic analysis) and the real movement achieved for each machining force and for an specific gain. Finally, the position error obtained for each machining force and gains are mapped, giving a chart with the best accuracy that the robot can give for each operation that has been requested and which conditions must be provided.

Tracing environmental and cultural changes throughout the Gran Dolina TD10 Middle Pleistocene sequence (Atapuerca, Burgos, Spain)

The well-known eponym El Sidr��n has a very special history. It started with the development of a karstic system between two types of rock (sandstone and Neogene conglomerates) as a result of the flow of a small stream. It continued with the use of the cave as a refuge and a hiding place during the Spanish Civil War and the aftermath and with the presence of some endemic species of bats and cave insects

Testing of Android testing tools: development of a benchmark for the evaluation

With the ever growing trend of smart phones and tablets, Android is becoming more and more popular everyday. With more than one billion active users i to date, Android is the leading technology in smart phone arena. In addition to that, Android also runs on Android TV, Android smart watches and cars. Therefore, in recent years, Android applications have become one of the major development sectors in software industry. As of mid 2013, the number of published applications on Google Play had exceeded one million and the cumulative number of downloads was more than 50 billionii. A 2013 survey also revealed that 71% of the mobile application developers work on developing Android applicationsiii. Considering this size of Android applications, it is quite evident that people rely on these applications on a daily basis for the completion of simple tasks like keeping track of weather to rather complex tasks like managing one���s bank accounts. Hence, like every other kind of code, Android code also needs to be verified in order to work properly and achieve a certain confidence level. Because of the gigantic size of the number of applications, it becomes really hard to manually test Android applications specially when it has to be verified for various versions of the OS and also, various device configurations such as different screen sizes and different hardware availability. Hence, recently there has been a lot of work on developing different testing methods for Android applications in Computer Science fraternity. The model of Android attracts researchers because of its open source nature. It makes the whole research model more streamlined when the code for both, application and the platform are readily available to analyze. And hence, there has been a great deal of research in testing and static analysis of Android applications. A great deal of this research has been focused on the input test generation for Android applications. Hence, there are a several testing tools available now, which focus on automatic generation of test cases for Android applications. These tools differ with one another on the basis of their strategies and heuristics used for this generation of test cases. But there is still very little work done on the comparison of these testing tools and the strategies they use. Recently, some research work has been carried outiv in this regard that compared the performance of various available tools with respect to their respective code coverage, fault detection, ability to work on multiple platforms and their ease of use. It was done, by running these tools on a total of 60 real world Android applications. The results of this research showed that although effective, these strategies being used by the tools, also face limitations and hence, have room for improvement. The purpose of this thesis is to extend this research into a more specific and attribute-����� oriented way. Attributes refer to the tasks that can be completed using the Android platform. It can be anything ranging from a basic system call for receiving an SMS to more complex tasks like sending the user to another application from the current one. The idea is to develop a benchmark for Android testing tools, which is based on the performance related to these attributes. This will allow the comparison of these tools with respect to these attributes. For example, if there is an application that plays some audio file, will the testing tool be able to generate a test input that will warrant the execution of this audio file? Using multiple applications using different attributes, it can be visualized that which testing tool is more useful for which kinds of attributes. In this thesis, it was decided that 9 attributes covering the basic nature of tasks, will be targeted for the assessment of three testing tools. Later this can be done for much more attributes to compare even more testing tools. The aim of this work is to show that this approach is effective and can be used on a much larger scale. One of the flagship features of this work, which also differentiates it with the previous work, is that the applications used, are all specially made for this research. The reason for doing that is to analyze just that specific attribute in isolation, which the application is focused on, and not allow the tool to get bottlenecked by something trivial, which is not the main attribute under testing. This means 9 applications, each focused on one specific attribute. The main contributions of this thesis are: A summary of the three existing testing tools and their respective techniques for automatic test input generation of Android Applications. ��� A detailed study of the usage of these testing tools using the 9 applications specially designed and developed for this study. ��� The analysis of the obtained results of the study carried out. And a comparison of the performance of the selected tools.

p-medicine: a medical informatics platform for integrated large scale heterogeneous patient data

Secure access to patient data is becoming of increasing importance, as medical informatics grows in significance, to both assist with population health studies, and patient specific medicine in support of treatment. However, assembling the many different types of data emanating from the clinic is in itself a difficulty, and doing so across national borders compounds the problem. In this paper we present our solution: an easy to use distributed informatics platform embedding a state of the art data warehouse incorporating a secure pseudonymisation system protecting access to personal healthcare data. Using this system, a whole range of patient derived data, from genomics to imaging to clinical records, can be assembled and linked, and then connected with analytics tools that help us to understand the data. Research performed in this environment will have immediate clinical impact for personalised patient healthcare.

Sistema de gesti��n de rankings deportivos V6: funcionalidades avanzadas

El trabajo realizado en este Trabajo de Fin de Grado (en adelante, TFG) consiste en la inclusi��n de nuevas funcionalidades avanzadas a la ��ltima versi��n del Sistema de Gesti��n de Rankings de carreras de orientaci��n. El proyecto, actualmente en fase de explotaci��n, es un sistema de clasificaci��n y manejo de diferentes tipos de rankings para las carreas de orientaci��n a pie de la FEDO1. Por medio de este ranking, se determina la clasificaci��n global de los distintos corredores federados dentro de cada categor��a, a trav��s de diferentes par��metros de entrada que establecen la funcionalidad del ranking. En cuanto al trabajo realizado en este TFG, se trata de la implementaci��n de la siguiente versi��n del sistema (versi��n 6). En esta nueva versi��n se ha querido incluir nuevas funcionalidades requeridas por los miembros de la federaci��n, as�� como mejora de otras que no funcionan correctamente. El primer punto del trabajo fue el de comprender y familiarizarme con la herramienta ya implementada hasta el momento, as�� como aprender un nuevo lenguaje de programaci��n desconocido hasta la fecha para m��; Python. Una de las primeras modificaciones realizadas, sobre las versiones anteriores, es la modificaci��n del Sistema de Gesti��n de Rankings para los organizadores de carreras. Los organizadores de las carreras obtienen una recompensa de puntos por la organizaci��n de carreras, lo que significa un punto de gran importancia para el sistema. Esta funcionalidad no funcionaba correctamente en las versiones anteriores, de manera se tuvo que rehacer desde cero con las especificaciones necesarias. Otro requisito necesario fue modificar los requisitos para el c��lculo de las nuevas medias de corredores, permitiendo el c��lculo de la misma de forma continua o solo cuando se cumplan todos los requisitos. Respecto a la versi��n anterior, exist��a un problema con los accesos a los directorios de cada ranking. En caso de introducir los valores iniciales del ranking desde una carpeta diferente al directorio ra��z de la aplicaci��n, el sistema no realizaba correctamente la b��squeda de archivos en el directorio de ranking. De esta manera, hab��a que modificar todo el c��digo implementado para que todas las b��squedas se realizaran sobre el directorio de cada ranking. A continuaci��n, se incluy�� una nueva funcionalidad para el ranking individual de los corredores. Esta nueva funcionalidad permite la inclusi��n de una nueva opci��n de c��lculo de puntuaciones para el ranking individual, a trav��s de un fichero de entrada de puntuaciones que determinase las puntuaciones de los corredores exactas. Durante toda la fase del proyecto se ha tenido que a��adir otra serie de especificaciones en la aplicaci��n, las cuales ser��n explicadas en esta memoria. En definitiva, el trabajo realizado se ha basado en la mejora de una aplicaci��n que gestiona rankings deportivos, de manera que esta versi��n se acercase lo m��ximo posible a la versi��n final de la aplicaci��n.---ABSTRACT---The work done during these months is based on the addition of new advanced functionalities to the last version of the "Sistema de Gesti��n de Rankings" of orientation races. The project, now in phase of operation, is based on a classification system and management of different types of rankings for walk orienteering of the FEDO. Through this ranking, the global classification of the federal runners in each category is determinated, through various input parameters which establish the functionality of the ranking. Talking about the work done, it consist in the implementation of a new system version (version 6). This new version include new required functionalities by the members of the federation, as well as improving others that were working wrong. The first point of the project was to understand and become familiar with the tool already implemented in that moment, as well as learn a new programming language unknown to date for me; Python. One of the first changes made on previous versions, was the modification of the system for races organizers. The races organizers obtained a reward of points for the organized race, which means a point of great important for the system. This functionality didn't work correctly in previous versions, so was essential to redo it from zero with the required specifications. Another requirement was the addition of a new option for calculating the average of organizers, allowing calculation of it at all times. In the previous version, there was a problem with the access to directories of each ranking. In case of introduce the initial values of the ranking from a different folder to the root directory of the application, the system didn't perform correctly the finding of files in the directory of the ranking. So check all the implemented code for all searches were carried out on each ranking directory.Then a new functionality was included for the individual ranking of runners. This new feature is the inclusion of a new option to calculate scores for the individual ranking, through an input file that determinates exact scores for the runners. Throughout the project phase the addition of another set of specifications in the application was important, which will be explained in this memory. In short, the work done has been based on improving of an application that manage sport rankings, so this version could approach as much as possible to the final version of the application.

Metodolog��a para la caracterizaci��n de zonas costeras basada en un modelo sist��mico

Las obras de infraestructura que construye el ser humano para optimizar los recursos naturales y satisfacer sus necesidades, producen impactos tanto positivos como negativos en el ambiente. M��xico cuenta con una gran cantidad de recursos naturales y lugares que han sido favorecidos por la naturaleza, donde la sobrecarga de las actividades antropog��nicas genera problemas de impacto ambiental, especialmente en las zonas costeras y en su entorno. El objetivo del presente trabajo fue aportar informaci��n acerca de las principales presiones que recibe el sistema y c��mo esto afecta a las propuestas de soluciones integrales y a la capacidad para recuperar el estado de equilibrio en las zonas costeras. En la presente investigaci��n, se desarroll�� una metodolog��a para la caracterizaci��n de zonas costeras, basada en un modelo sist��mico, con el prop��sito de tener una herramienta de planificaci��n para proyectos ambientalmente sustentables, integrando una base de datos con las mejores pr��cticas de planificaci��n, lo que facilitar�� el diagn��stico y la evaluaci��n de la capacidad adaptativa de recuperaci��n del sistema. Asimismo, se utiliz�� un modelo sist��mico como una metodolog��a para organizar la gran complejidad que implica la interrelaci��n e interconexi��n que existe entre los m��ltiples componentes, y con ello obtener el conocimiento para su caracterizaci��n. Con base en el modelo de Zachman, se realiz�� un an��lisis para la detecci��n de las fortalezas y debilidades del sistema, lo que permiti�� visualizar el impacto de los riesgos a que est�� expuesta una zona costera. Las principales aportaciones de este trabajo fueron el desarrollo de la FICHA DE CARACTERIZACI��N DE LA ZONA COSTERA y la inclusi��n, en dicha ficha, de la estimaci��n del nivel de la resiliencia f��sica, ambiental, social, econ��mica y pol��tica. La metodolog��a propuesta, es una aportaci��n que permite integrar los componentes, las relaciones e interconexiones que existen en el sistema costero. La metodolog��a tiene la ventaja de ser flexible y se pueden agregar o desechar componentes de acuerdo a las particularidades de cada caso de estudio; adicionalmente, se propone utilizar esta herramienta como ayuda en el monitoreo peri��dico del sistema. Lo anterior como parte de un observatorio integrado al Sistema Nacional de Gesti��n Costera que se propone como parte de futuras l��neas de investigaci��n. Como caso de estudio, se realiz�� la caracterizaci��n del complejo sistema Banco Chinchorro, lo que result�� en la inclusi��n (en la FICHA DE CARACTERIZACI��N DE LA ZONA COSTERA), de las lecciones aprendidas con la detecci��n de buenas y malas pr��cticas, esto redund�� en la mejora de la metodolog��a propuesta para la gesti��n de la zona costera. All infrastructures that build the human being to optimize natural resources and meet their needs, generate both, positive and negative impacts on the environment, since the acquisition and transformation of resources in coastal areas affect their balance. Mexico has a large number of natural resources and places that have been favored by nature, whereas the overhead of anthropogenic activities leads to problems of environmental impact, especially in coastal areas and in its surroundings. The aim of this study was to provide information about the main pressures that a system receives and how this affects the proposed solutions and the ability to restore the state of balance in coastal areas. In this research, a methodology for the characterization of coastal zones, based on a systemic model, in order to develop a planning tool for environmentally sustainable projects, was developed, integrating a database with the best practices for planning, conservation and balance of coastal areas. This will facilitate the diagnosis and evaluation of the adaptive resilience of the system. A systemic model was used as a methodology to organize the vast complexity of the relationship and interconnection between the multiple components, and so thus gain knowledge for its characterization. Based on the Zachman model, an analysis to detect the strengths and weaknesses of the system was performed, allowing visualizing the impact of the risks that the coastal zone is exposed to. The main contributions of this study was the development of the COASTAL CHARACTERIZATION RECORD, and the inclusion, on that record, of the estimation of the physical, environmental, social, economic and political resilience. The proposed methodology is a contribution that allows integrating the components, relationships and interconnections existing in the coastal system. The methodology has the advantage of being flexible and components can be added or discarded according to the particularities of each case study; Additionally, this is not only a diagnostic tool, it is proposed to use it as an aid in monitoring periodically the system, this as part of an integrated monitoring into the National System of Coastal Management that is proposed as part of future research. As a case study, the characterization of the coastal zone ���Banco Chinchorro��� was done, resulting in the inclusion, in the COASTAL CHARACTERIZATION RECORD, of the documented lessons learned from the good and bad practices detection, improvement of the methodology proposed for the management of the coastal zone.

Virtualizaci��n de laboratorios

Para empezar, se ha hecho un an��lisis de las diferentes posibilidades que se pod��an implementar para poder conseguir el objetivo del trabajo. El resultado final debe ser, disponer de m��quinas para que el sistema operativo fuese independiente del hardware que se tiene instalado en ��l . Para ello, se decide montar un sistema operativo de base en todos los equipos del laboratorio, que tenga las necesidades m��nimas que se necesitan, las cuales son una interfaz gr��fica y conexi��n de red. Hay que intentar reducir el consumo de recursos al m��ximo con este sistema operativo m��nimo para que el rendimiento de las m��quinas sea lo m��s fluido posible para los usuarios. El sistema elegido fue Linux con su distribuci��n Ubuntu [ubu, http] con los m��dulos m��nimos que permita funcionar el software necesario. Una vez se instala el sistema operativo anfitri��n, se instala el escritorio Xfce [ubu2, http], que es el m��s ligero de Ubuntu, pero que proporciona buen rendimiento. Despu��s, se procedi�� a instalar un software de virtualizaci��n en cada equipo. En este caso se decidi��, por las buenas prestaciones que ofrec��a, que fuera VirtualBox [vir2,http] de Oracle. Sobre ��ste software se crean tantas m��quinas virtuales (con sistema operativo Windows) como asignaturas diferentes se cursan en el laboratorio donde se trabaje. Con esto, se consigue que al arrancar el programa los alumnos pudieran escoger qu�� m��quina arrancar y lo que es m��s importante, se permite realizar cualquier cambio en el hardware (exceptuando el disco duro porque borrar��a todo lo que se tuviera guardado). Adem��s de no tener que volver a reinstalar el sistema operativo nuevamente, se consigue la abstracci��n del software y hardware. Tambi��n se decide que, para tener un respaldo de las m��quinas virtuales que se tengan creadas en VirtualBox, se utiliza un servidor NAS. Uno de los motivos de utilizar dicho servidor fue por aprovechar una infraestructura ya creada. Un servidor NAS da la posibilidad de recuperar cualquier archivo (m��quina virtual) cuando haga falta porque haya alguna m��quina virtual corrupta en alg��n equipo, o en varios. Este tipo de servidor tiene la gran ventaja de ser multicast, es decir, permite solicitudes simult��neas. ABSTRACT For starters, there has been an analysis of the different possibilities that could be implemented to achieve the objective of the work. This objective was to have machines for the operating system to be independent of the hardware we have installed on it. Therefore, we decided to create an operating system based on all computers in the laboratory, taking the minimum needs we need. This is a graphical interface and network connection. We must try to reduce the consumption of resources to the maximum for the performance of the machines is as fluid as possible for users. The system was chosen with its Ubuntu Linux distribution with minimum modules that allow us to run software that is necessary for us. Once the base is installed, we install the Xfce desktop, which is the lightest of Ubuntu, but which provided good performance. Then we proceeded to install a virtualization software on each computer. In this case we decided, for good performance that gave us, it was Oracle VirtualBox. About this software create many virtual machines (Windows operating system) as different subjects are studied in the laboratory where we are. With that, we got it at program startup students could choose which machine start and what is more important, allowed us to make any changes to the hardware (except the hard drive because it would erase all we have). Besides not having to reinstall the operating system again, we get the software and hardware abstraction. We also decided that in order to have a backup of our virtual machines that we created in VirtualBox, we use a NAS server. One reason to use that server was to leverage their existing network infrastructure. A NAS server gives us the ability to retrieve any file (image) when we do need because there is some corrupt virtual machine in a team, or several. This is possible because this type of server allows multicast connection.

Methodology for Dynamic Stability and Robustness Analysis of Commercial-Power-Module-Based DC-Distributed Systems

El prop��sito de esta tesis es presentar una metodolog��a para realizar an��lisis de la din��mica en peque��a se��al y el comportamiento de sistemas de alimentaci��n distribuidos de corriente continua (CC), formados por m��dulos comerciales. Para ello se hace uso de un m��todo sencillo que indica los m��rgenes de estabilidad menos conservadores posibles mediante un solo n��mero. Este ��ndice es calculado en cada una de las interfaces que componen el sistema y puede usarse para obtener un ��ndice global que indica la estabilidad del sistema global. De esta manera se posibilita la comparaci��n de sistemas de alimentaci��n distribuidos en t��rminos de robustez. La interconexi��n de convertidores CC-CC entre ellos y con los filtros EMI necesarios puede originar interacciones no deseadas que dan lugar a la degradaci��n del comportamiento de los convertidores, haciendo el sistema m��s propenso a inestabilidades. Esta diferencia en el comportamiento se debe a interacciones entre las impedancias de los diversos elementos del sistema. En la mayor��a de los casos, los sistemas de alimentaci��n distribuida est��n formados por m��dulos comerciales cuya estructura interna es desconocida. Por ello los an��lisis presentados en esta tesis se basan en medidas de la respuesta en frecuencia del convertidor que pueden realizarse desde los terminales de entrada y salida del mismo. Utilizando las medidas de las impedancias de entrada y salida de los elementos del sistema, se puede construir una funci��n de sensibilidad que proporciona los m��rgenes de estabilidad de las diferentes interfaces. En esta tesis se utiliza el concepto del valor m��ximo de la funci��n de sensibilidad (MPC por sus siglas en ingl��s) para indicar los m��rgenes de estabilidad como un ��nico n��mero. Una vez que la estabilidad de todas las interfaces del sistema se han evaluado individualmente, los ��ndices obtenidos pueden combinarse para obtener un ��nico n��mero con el que comparar la estabilidad de diferentes sistemas. Igualmente se han analizado las posibles interacciones en la entrada y la salida de los convertidores CC-CC, obteni��ndose expresiones anal��ticas con las que describir en detalle los acoplamientos generados en el sistema. Los estudios anal��ticos realizados se han validado experimentalmente a lo largo de la tesis. El an��lisis presentado en esta tesis se culmina con la obtenci��n de un ��ndice que condensa los m��rgenes de estabilidad menos conservativos. Tambi��n se demuestra que la robustez del sistema est�� asegurada si las impedancias utilizadas en la funci��n de sensibilidad se obtienen justamente en la entrada o la salida del subsistema que est�� siendo analizado. Por otra parte, la tesis presenta un conjunto de par��metros internos asimilados a impedancias, junto con sus expresiones anal��ticas, que permiten una explicaci��n detallada de las interacciones en el sistema. Dichas expresiones anal��ticas pueden obtenerse bien mediante las funciones de transferencia anal��ticas si se conoce la estructura interna, o utilizando medidas en frecuencia o identificaci��n de las mismas a trav��s de la respuesta temporal del convertidor. De acuerdo a las metodolog��as presentadas en esta tesis se puede predecir la estabilidad y el comportamiento de sistemas compuestos b��sicamente por convertidores CC-CC y filtros, cuya estructura interna es desconocida. La predicci��n se basa en un ��ndice que condensa la informaci��n de los m��rgenes de estabilidad y que permite la obtenci��n de un indicador de la estabilidad global de todo el sistema, permitiendo la comparaci��n de la estabilidad de diferentes arquitecturas de sistemas de alimentaci��n distribuidos. ABSTRACT The purpose of this thesis is to present dynamic small-signal stability and performance analysis methodology for dc-distributed systems consisting of commercial power modules. Furthermore, the objective is to introduce simple method to state the least conservative margins for robust stability as a single number. In addition, an index characterizing the overall system stability is obtained, based on which different dc-distributed systems can be compared in terms of robustness. The interconnected systems are prone to impedance-based interactions which might lead to transient-performance degradation or even instability. These systems typically are constructed using commercial converters with unknown internal structure. Therefore, the analysis presented throughout this thesis is based on frequency responses measurable from the input and output terminals. The stability margins are stated utilizing a concept of maximum peak criteria, derived from the behavior of impedance-based sensitivity function that provides a single number to state robust stability. Using this concept, the stability information at every system interface is combined to a meaningful number to state the average robustness of the system. In addition, theoretical formulas are extracted to assess source and load side interactions in order to describe detailed couplings within the system. The presented theoretical analysis methodologies are experimentally validated throughout the thesis. In this thesis, according to the presented analysis, the least conservative stability margins are provided as a single number guaranteeing robustness. It is also shown that within the interconnected system the robust stability is ensured only if the impedance-based minor-loop gain is determined at the very input or output of each subsystem. Moreover, a complete set of impedance-type internal parameters as well as the formulas according to which the interaction sensitivity can be fully explained and analyzed, is provided. The given formulation can be utilized equally either based on measured frequency responses, time-domain identified internal parameters or extracted analytic transfer functions. Based on the analysis methodologies presented in this thesis, the stability and performance of interconnected systems consisting of converters with unknown internal structure, can be predicted. Moreover, the provided concept to assess the least conservative stability margins enables to obtain an index to state the overall robust stability of distributed power architecture and thus to compare different systems in terms of stability.