Analysis of the static and dynamic behaviour of hydraulic fills

En la actualidad existe un gran conocimiento en la caracterización de rellenos hidráulicos, tanto en su caracterización estática, como dinámica. Sin embargo, son escasos en la literatura estudios más generales y globales de estos materiales, muy relacionados con sus usos y principales problemáticas en obras portuarias y mineras. Los procedimientos semi‐empíricos para la evaluación del efecto silo en las celdas de cajones portuarios, así como para el potencial de licuefacción de estos suelos durantes cargas instantáneas y terremotos, se basan en estudios donde la influencia de los parámetros que los rigen no se conocen en gran medida, dando lugar a resultados con considerable dispersión. Este es el caso, por ejemplo, de los daños notificados por el grupo de investigación del Puerto de Barcelona, la rotura de los cajones portuarios en el Puerto de Barcelona en 2007. Por estos motivos y otros, se ha decidido desarrollar un análisis para la evaluación de estos problemas mediante la propuesta de una metodología teórico‐numérica y empírica. El enfoque teórico‐numérico desarrollado en el presente estudio se centra en la determinación del marco teórico y las herramientas numéricas capaces de solventar los retos que presentan estos problemas. La complejidad del problema procede de varios aspectos fundamentales: el comportamiento no lineal de los suelos poco confinados o flojos en procesos de consolidación por preso propio; su alto potencial de licuefacción; la caracterización hidromecánica de los contactos entre estructuras y suelo (camino preferencial para el flujo de agua y consolidación lateral); el punto de partida de los problemas con un estado de tensiones efectivas prácticamente nulo. En cuanto al enfoque experimental, se ha propuesto una metodología de laboratorio muy sencilla para la caracterización hidromecánica del suelo y las interfaces, sin la necesidad de usar complejos aparatos de laboratorio o procedimientos excesivamente complicados. Este trabajo incluye por tanto un breve repaso a los aspectos relacionados con la ejecución de los rellenos hidráulicos, sus usos principales y los fenómenos relacionados, con el fin de establecer un punto de partida para el presente estudio. Este repaso abarca desde la evolución de las ecuaciones de consolidación tradicionales (Terzaghi, 1943), (Gibson, English & Hussey, 1967) y las metodologías de cálculo (Townsend & McVay, 1990) (Fredlund, Donaldson and Gitirana, 2009) hasta las contribuciones en relación al efecto silo (Ranssen, 1985) (Ravenet, 1977) y sobre el fenómeno de la licuefacción (Casagrande, 1936) (Castro, 1969) (Been & Jefferies, 1985) (Pastor & Zienkiewicz, 1986). Con motivo de este estudio se ha desarrollado exclusivamente un código basado en el método de los elementos finitos (MEF) empleando el programa MATLAB. Para ello, se ha esablecido un marco teórico (Biot, 1941) (Zienkiewicz & Shiomi, 1984) (Segura & Caron, 2004) y numérico (Zienkiewicz & Taylor, 1989) (Huerta & Rodríguez, 1992) (Segura & Carol, 2008) para resolver problemas de consolidación multidimensional con condiciones de contorno friccionales, y los correspondientes modelos constitutivos (Pastor & Zienkiewicz, 1986) (Fiu & Liu, 2011). Asimismo, se ha desarrollado una metodología experimental a través de una serie de ensayos de laboratorio para la calibración de los modelos constitutivos y de la caracterización de parámetros índice y de flujo (Castro, 1969) (Bahda 1997) (Been & Jefferies, 2006). Para ello se han empleado arenas de Hostun como material (relleno hidráulico) de referencia. Como principal aportación se incluyen una serie de nuevos ensayos de corte directo para la caracterización hidromecánica de la interfaz suelo – estructura de hormigón, para diferentes tipos de encofrados y rugosidades. Finalmente, se han diseñado una serie de algoritmos específicos para la resolución del set de ecuaciones diferenciales de gobierno que definen este problema. Estos algoritmos son de gran importancia en este problema para tratar el procesamiento transitorio de la consolidación de los rellenos hidráulicos, y de otros efectos relacionados con su implementación en celdas de cajones, como el efecto silo y la licuefacciones autoinducida. Para ello, se ha establecido un modelo 2D axisimétrico, con formulación acoplada u‐p para elementos continuos y elementos interfaz (de espesor cero), que tratan de simular las condiciones de estos rellenos hidráulicos cuando se colocan en las celdas portuarias. Este caso de estudio hace referencia clara a materiales granulares en estado inicial muy suelto y con escasas tensiones efectivas, es decir, con prácticamente todas las sobrepresiones ocasionadas por el proceso de autoconsolidación (por peso propio). Por todo ello se requiere de algoritmos numéricos específicos, así como de modelos constitutivos particulares, para los elementos del continuo y para los elementos interfaz. En el caso de la simulación de diferentes procedimientos de puesta en obra de los rellenos se ha requerido la modificacion de los algoritmos empleados para poder así representar numéricamente la puesta en obra de estos materiales, además de poder realizar una comparativa de los resultados para los distintos procedimientos. La constante actualización de los parámetros del suelo, hace también de este algoritmo una potente herramienta que permite establecer un interesante juego de perfiles de variables, tales como la densidad, el índice de huecos, la fracción de sólidos, el exceso de presiones, y tensiones y deformaciones. En definitiva, el modelo otorga un mejor entendimiento del efecto silo, término comúnmente usado para definir el fenómeno transitorio del gradiente de presiones laterales en las estructuras de contención en forma de silo. Finalmente se incluyen una serie de comparativas entre los resultados del modelo y de diferentes estudios de la literatura técnica, tanto para el fenómeno de las consolidaciones por preso propio (Fredlund, Donaldson & Gitirana, 2009) como para el estudio del efecto silo (Puertos del Estado, 2006, EuroCódigo (2006), Japan Tech, Stands. (2009), etc.). Para concluir, se propone el diseño de un prototipo de columna de decantación con paredes friccionales, como principal propuesta de futura línea de investigación. Wide research is nowadays available on the characterization of hydraulic fills in terms of either static or dynamic behavior. However, reported comprehensive analyses of these soils when meant for port or mining works are scarce. Moreover, the semi‐empirical procedures for assessing the silo effect on cells in floating caissons, and the liquefaction potential of these soils during sudden loads or earthquakes are based on studies where the underlying influence parameters are not well known, yielding results with significant scatter. This is the case, for instance, of hazards reported by the Barcelona Liquefaction working group, with the failure of harbor walls in 2007. By virtue of this, a complex approach has been undertaken to evaluate the problem by a proposal of numerical and laboratory methodology. Within a theoretical and numerical scope, the study is focused on the numerical tools capable to face the different challenges of this problem. The complexity is manifold; the highly non‐linear behavior of consolidating soft soils; their potentially liquefactable nature, the significance of the hydromechanics of the soil‐structure contact, the discontinuities as preferential paths for water flow, setting “negligible” effective stresses as initial conditions. Within an experimental scope, a straightforward laboratory methodology is introduced for the hydromechanical characterization of the soil and the interface without the need of complex laboratory devices or cumbersome procedures. Therefore, this study includes a brief overview of the hydraulic filling execution, main uses (land reclamation, filled cells, tailing dams, etc.) and the underlying phenomena (self‐weight consolidation, silo effect, liquefaction, etc.). It comprises from the evolution of the traditional consolidation equations (Terzaghi, 1943), (Gibson, English, & Hussey, 1967) and solving methodologies (Townsend & McVay, 1990) (Fredlund, Donaldson and Gitirana, 2009) to the contributions in terms of silo effect (Ranssen, 1895) (Ravenet, 1977) and liquefaction phenomena (Casagrande, 1936) (Castro, 1969) (Been & Jefferies, 1985) (Pastor & Zienkiewicz, 1986). The novelty of the study lies on the development of a Finite Element Method (FEM) code, exclusively formulated for this problem. Subsequently, a theoretical (Biot, 1941) (Zienkiewicz and Shiomi, 1984) (Segura and Carol, 2004) and numerical approach (Zienkiewicz and Taylor, 1989) (Huerta, A. & Rodriguez, A., 1992) (Segura, J.M. & Carol, I., 2008) is introduced for multidimensional consolidation problems with frictional contacts and the corresponding constitutive models (Pastor & Zienkiewicz, 1986) (Fu & Liu, 2011). An experimental methodology is presented for the laboratory test and material characterization (Castro 1969) (Bahda 1997) (Been & Jefferies 2006) using Hostun sands as reference hydraulic fill. A series of singular interaction shear tests for the interface calibration is included. Finally, a specific model algorithm for the solution of the set of differential equations governing the problem is presented. The process of consolidation and settlements involves a comprehensive simulation of the transient process of decantation and the build‐up of the silo effect in cells and certain phenomena related to self‐compaction and liquefaction. For this, an implementation of a 2D axi‐syimmetric coupled model with continuum and interface elements, aimed at simulating conditions and self‐weight consolidation of hydraulic fills once placed into floating caisson cells or close to retaining structures. This basically concerns a loose granular soil with a negligible initial effective stress level at the onset of the process. The implementation requires a specific numerical algorithm as well as specific constitutive models for both the continuum and the interface elements. The simulation of implementation procedures for the fills has required the modification of the algorithm so that a numerical representation of these procedures is carried out. A comparison of the results for the different procedures is interesting for the global analysis. Furthermore, the continuous updating of the model provides an insightful logging of variable profiles such as density, void ratio and solid fraction profiles, total and excess pore pressure, stresses and strains. This will lead to a better understanding of complex phenomena such as the transient gradient in lateral pressures due to silo effect in saturated soils. Interesting model and literature comparisons for the self‐weight consolidation (Fredlund, Donaldson, & Gitirana, 2009) and the silo effect results (Puertos del Estado (2006), EuroCode (2006), Japan Tech, Stands. (2009)). This study closes with the design of a decantation column prototype with frictional walls as the main future line of research.

Road Dust Emission Sources and Assessment of Street Washing Effect

Although previous studies report on the effect of street washing on ambient particulate matter levels, there is a lack of studies investigating the results of street washing on the emission strength of road dust. A sampling campaign was conducted in Madrid urban area during July 2009 where road dust samples were collected in two sites, namely Reference site (where the road surface was not washed) and Pelayo site (where street washing was performed daily during night). Following the chemical characterization of the road dust particles the emission sources were resolved by means of Positive Matrix Factorization, PMF (Multilinear Engine scripting) and the mass contribution of each source was calculated for the two sites. Mineral dust, brake wear, tire wear, carbonaceous emissions and construction dust were the main sources of road dust with mineral and construction dust being the major contributors to inhalable road dust load. To evaluate the effectiveness of street washing on the emission sources, the sources mass contributions between the two sites were compared. Although brake wear and tire wear had lower concentrations at the site where street washing was performed, these mass differences were not statistically significant and the temporal variation did not show the expected build-up after dust removal. It was concluded that the washing activities resulted merely in a road dust moistening, without effective removal and that mobilization of particles took place in a few hours between washing and sampling. The results also indicated that it is worth paying attention to the dust dispersed from the construction sites as they affect the emission strength in nearby streets.

The optimal allocation rule and the water market as the most effective tools of managing water shortage in an irrigation district

The conference program will cover all areas of environmental and resource economics, ranging from topics prevailing in the general debate, such as climate change, energy sources, water management and ecosystem services evaluation, to more specialized subjects such as biodiversity conservation or persistent organic pollutants. The congress will be held on the Faculty of Economics of the University of Girona, located in Montilivi, a city quarter situated just few minutes from the city center, conveniently connected by bus lines L8 and L11.

Espacio web para el diseño de un museo virtual de la historia de la informática

El objetivo principal de crear un espacio web para el Museo Histórico de la Informática (MHI) perteneciente a la Escuela Técnica Superior de Ingenieros Informáticos (ETSIINF) de la Universidad Politécnica de Madrid (UPM) es la difusión de la historia de la informática entre el público en general. Si bien es cierto que existe ya una página web de consulta del MHI con algunas imágenes y contenido sobre los objetos que allí se exhiben, es también reseñable que se trata de un espacio obsoleto, lleno de carencias y extremadamente difícil de gestionar y actualizar, por lo que se hacía imprescindible actualizar el diseño del espacio web, los contenidos y el sistema de gestión de los mismos, cosa que es de gran interés para un lugar divulgativo. En la actualidad, existen maneras mucho más amigables para el usuario de navegar por una web; y de la misma manera para un administrador, gestionar el contenido de la misma y mantener a los usuarios bien informados de todo lo que se ofrece en cada momento. Esto es posible gracias a los sistemas de gestión de contenidos o content management system (CMS), de los que se hablará lo largo de todo el documento. Estos sistemas, dan una facilidad mucho mayor a los encargados de llevar al día una página web, sin tener que saber de programación, lenguajes o informática en general, ya que incorporan paneles de control muy intuitivos y fáciles de manejar, que son una ventaja tanto para ellos como para los usuarios. Es por esta razón que, hay páginas web como la de las empresas IKEA, Ubuntu o, en especial para el caso que compete al documento, el museo del Louvre usan gestores de contenidos para sus páginas web. Y es que las ventajas y facilidades que ofrece un CMS son realmente interesantes y se tratará de todas ellas en el documento, de la elección del CMS que mejor se ajusta a los requisitos del museo, las restricciones a la hora del despliegue en el ámbito de la ETSIINF y de cómo mejorará esto la calidad visual y divulgativa del MHI. Este trabajo se desarrolla a lo largo de 11 capítulos, en los que se muestra como construir un sitio web, las posibilidades y la elección final para este caso. En el primer capítulo se hace una pequeña introducción de lo que es el proyecto, se especifican los objetivos, la motivación del mismo y el alcance que tiene. En el segundo capítulo se muestra la información que se ha recopilado en el trabajo de investigación que se hace previo al desarrollo. En él se muestran los distintos tipos de páginas web, que tecnologías y lenguajes se pueden usar para su construcción, una comparativa sobre otras entidades similares al MHI, las limitaciones que presenta el entorno y la elección final que se consideró más adecuada para este caso. En el capítulo tres se empieza a desarrollar la solución a través del diseño. Aquí se puede encontrar el diseño de más bajo nivel que se le presenta al cliente para sentar las bases del trabajo, el diseño de alto nivel con un mayor grado de realidad que el anterior y una preparación de lo que serán los planes de prueba. El capítulo cuatro muestra todo lo que se ha usado en la implementación y la integración de la página web: herramientas, tecnologías, plantillas de diseño y módulos que proporcionan distintas funcionalidades. Llegados al capítulo cinco, se puede ver una detallada documentación de los resultados de las pruebas de usabilidad y accesibilidad realizadas, y las conclusiones que subyacen de estas. Una vez acabada la implementación del sitio web del MHI, en el capítulo seis se intenta hacer una labor de consultoría, mostrando precios y presupuestos de las distintas tareas que se han llevado a cabo para la realización de este proyecto. En el capítulo siete se extraen las conclusiones de todo lo acontecido en los capítulos anteriores y en el ocho unas líneas sobre posibles trabajos futuros que se podrían llevar a cabo en base a lo que ya se tiene en la institución, incluido este trabajo. Para facilitar la comprensión y satisfacer la curiosidad del lector, se ha incluido en el capítulo nueve la bibliografía con toda la documentación consultada y en el diez un glosario de términos para la aclaración de términos y acrónimos más técnicos. Para acabar, en el capítulo once se anexionan tanto el documento que se usó para las pruebas de usabilidad como un manual de administrador para el sitio web, que hace más amigable el entorno para las personas que lo tengan que mantener en un futuro.---ABSTRACT---The main goal of creating a website for the Informatics Historical Museum (“Museo Histórico de la Informática” or MHI) located in the Higher Technical School of Informatics Engineers (“Escuela Técnica Superior de Ingenieros Informáticos” or ETSIINF) of the Polytechnic University of Madrid (“Universidad Politécnica de Madrid” UPM), is to promote the aforementioned museum as to increase its reach to the public. While it is true that there already is a consulting website with some pictures and information about the items which are displayed in the building, it is outdated and the data is scarce. Moreover, it is extremely complicated to manage and to regularly update the web page, which is very important for informative/broadcasting media. Currently, there are easier ways for the users of a website to consult whatever information they want, as well as it is now easy for a website manager to display new content and to keep the users informed about what is been offered at every moment. This is possible because of content management systems (CMS), which will be discussed throughout the entire paper. These systems make it easier to use for the administrator of a website to keep it up to date without the necessity for them of having any knowledge or skills in programming, languages or computing, because the systems have an intuitive control panel that is easy to use, which is an advantage for both managers and users. Because of all these reasons, there are lots of companies that use this kind of systems, such as IKEA, Ubuntu or, especially, the Louvre Museum, to which we direct our attention all throughout this report. It is easy to notice that these systems have an important and very interesting number of perks and benefits. In the next chapters of the document we will explain the benefits of the program as well as the choice on the kind of CMS that best suits the requirements of the museum and, finally, the restrictions of the school for the deployment and of how all of this will improve the visual and informational qualities of the MHI. This work is developed over 11 chapters, shown how to build up a website, the possibilities and the final choice for this case. In the first chapter a brief introduction of the project, goals, motivation and scope thereof having specified are done. Before the development of the website, the second chapter shows de information of the researching work. It discusses the different types of websites, technologies and languages that can be used for build-up, a comparison of similar entities to MHI, the limitations of the environment and the final choice was considered more appropriate for this case. Chapter three begins to develop the design of the solution. Here there are the lowest level design that presents the customer to fix any problem, the high level design with a higher degree of reality than the last and the test plans. Chapter four shows everything that has been used in the implementation and integration of the website: tools, technologies, design templates and modules that provide different functionalities. Reaching the fifth chapter, you can see a detailed documentation of the results of the usability and accessibility tests made to some users and the conclusions of it. Once the implementation of MHI website is done, in chapter six there is a consultancy work, showing prices and budgets of the different tasks which were carried out for this project. In chapter seven there are the conclusions of what happened in the previous chapters and eight chapter shows possible future works that could be carried out based on what the institution already have, including this work. To make easier to the reader understand this paper and satisfy his curiosity, the chapter nine includes the bibliography consulted with all the documentation and chapter ten has a glossary of terms and an explanation of technical terms and acronyms. Finally, in chapter eleven there are attached both the document that was used for usability testing as a manual administrator for the website, making the environment friendlier for people who have to maintain it in the future.

Un deseo moderno todavía pendiente : la casa patio, una posible técnica de agrupación de vivienda colectiva vertical

La idea de aportar a la vivienda en altura las cualidades de la casa patio, se ha estudiado durante años. Podemos decir que el origen de este análisis se inició en 1922 cuando Le Corbusier empezó a investigar a cerca de los Inmuebles Villa; sin duda sabemos que ha llegado hasta la actualidad. Ayudado por la labor de búsqueda de diferentes arquitectos a lo largo de la historia, podemos afirmar que todos los casos conforman una idea única de proyecto. La idea de agrupar casas patio en altura manteniendo las características propias de este tipo de viviendas, privacidad, espacio libre, apertura cenital, comunicación interior‐exterior… Los Inmuebles‐Villa serán repetidamente aludidos, citados o retomados como un tipo paradigmático entre las propuestas de agrupaciones de casas patio en altura. Si pensamos en el concepto tradicional de patio, denominarlo como un espacio de viviendas apiladas en altura no parece una elección adecuada, no obstante la noción de patio permite una gran cantidad de asociaciones. Su valor radica en el traslado de una idea conocida a un nuevo contexto, produciendo así una reformulación del problema. Elegimos para este proceso, la vivienda colectiva, entendiendo la colectividad como agrupación, pues es esta agrupación de vivienda la encargada de crear ciudad; así no sólo vale la pena dar importancia a una célula con su independencia, sino en la relación que estas establecen con sus semejantes. De ahí la idea de que esa colectividad de casas patio, pueda darse también en vertical, buscando las condiciones antes mencionadas. Un deseo que apareció en el Movimiento Moderno y que desde ese momento ha sido algo anhelado por la arquitectura hasta nuestros días. El patio se presenta en la mayoría de las ocasiones como un espacio con múltiples afecciones, desde el patio que aporta a la vivienda una zona de esparcimiento hasta un espacio destinado a la ventilación, aunque en definitiva, podemos decir que consiste en un espacio capaz de contener un lugar. Quizás por eso aparece de diversas formas en nuestra arquitectura, sin importar su ubicación o forma. Simplemente un espacio que aporta al interior unas características que esas viviendas nunca alcanzarían sin él. Por eso lo que conocemos como casa patio es un tipo de arquitectura que se extiende hasta la antigüedad. Ese concepto de espacio exterior incorporado a la vivienda es una de las piezas fundamentales en nuestra arquitectura. Una idea ampliamente estudiada que deja a un lado los diferentes tipos de “patio” que fueron apareciendo, así como las múltiples funciones que dichos espacios fueron capaces de llevar a cabo, primando en definitiva la forma en la que cambiaron la idea de habitar. A lo largo de este análisis se han ido hallando evidencias de los múltiples mecanismos empleados en los casos estudiados. Como se ha visto, en ellos aparecen características que únicamente pueden aparecer en un espacio exterior cuando se trata de un patio. Los patios estudiados se consideran patios tradicionales, independientemente de la cota a la que se encuentren, aunque no cumplan alguna de las características a priori necesarias para la definición de patio. Para captar la esencia de esos espacios, no es necesario traspasar sus límites, ya que ésta se irradia al interior e invade la atmósfera de los espacios contiguos. Se plantea como objetivo principal rastrear las huellas de una investigación proyectual que Le Corbusier inaugura y deja abierta; se trata de descubrir qué ecos, qué rebotes, qué repercusiones tiene el concepto de patio en altura a lo largo de su historia. En esta búsqueda de identificación de las características de estos espacios, hemos seleccionado tres casos, partiendo de las experiencias tanto en patios tradicionales como en patios en altura de tres maestros como son Le Corbusier, José Luis Sert y Charles Correa. Los casos estudiados podrían haber sido muchos más. Este número supone solo un ejemplo de un universo mayor, que ha sido operativo para el desarrollo de este trabajo. Ellos nos guiarán por su arquitectura para intentar resolver la idea de los patios en altura. Hemos analizado las influencias proyectuales existentes entre algunos de los casos que forman parte de esta reflexión, entre los que existen unos vínculos claros, que pueden ser esas claves que estamos buscando para resolver la agrupación de casa patio en altura. A través de este trabajo se ha puesto de manifiesto que la aplicación del concepto de casas patio en altura depende tanto de su ubicación, del clima y la cultura local, como el tipo de patio del que se parte. De estos conceptos surgen soluciones diferentes entre ellas y por tanto no pueden extrapolarse una sola idea a todos los casos. Algunas ideas están presentes durante toda la investigación: fachadas como resultado de la repetición de células, sucesión de espacios, plantas de casas patio tradicional, dobles alturas…Otros casos destacan por su singularidad, por haber buscado la solución del problema mediante la originalidad. En definitiva buscamos casas patio en altura. Y si esta tesis contribuye, en alguna medida, a obtener las claves para que esta tipología edificatoria funcione, de sus características, sus necesidades, y su resultado, es decir, de su búsqueda de ese deseo moderno que presentábamos al principio, será entonces que esa tipología ilusoria, sea una arquitectura real, y por lo tanto también podrá llevarse a cabo y dejar de ser un deseo para convertirse en realidad. Sera que el deseo moderno se ha cumplido. ABSTRACT The idea of giving housing the height of the patio housing qualities, it has been studied for ages. It can be said that the origin of this analysis was started in 1922, when Le Cobustier began investigating about The Villa Building: obviously it is known nowadays due to different architect’s labor of searching through the history. It’s easy to say that all the cases shape a single project idea , the idea of gathering patio houses with the same height keeping the inner characteristics of traditional patio houses such privacy, free space, zenithal opening, inside –outside communication…etc. If we thought about the traditional concept of patio, to define it, in the case of gathering because of the height, it is not suitable to consider it like a pile of houses with the same height. Nevertheless the concept of patio allows a wide variety of settlements. Its worth is based on the transference of a renowned idea into a new context, producing thus a reformulation of the problem. The patio is frequently disposed like a zone with multiple utilities, from the leisure zone patio to an air circulating space, definitively it can be said that it consists on a space which is able to content a place. Maybe that is why it appears in various forms in our architecture, regardless of its placement or shape. It is simply a space which provides many features which are impossible to reach without it. That is what we know as patio house is a type of architecture which is spread till antiquity. This concept of outdoors space joined housing is one of the main pieces of our architecture. It is an idea wide analyses which lefts aside the different types of patios which were developed, focusing mainly the way they changed the idea of inhabiting. We have chosen for this analysis process, the collective housing, we understood collective like group, thus it is the group of housing responsible to built up a city, not just it is worth to give importance to an independent cell, in addition to the relation which those ones can stablish with their similar ones. Due to the idea of collectivity of patio houses, it can be also developed in vertical, looking for the previously mention condition. A wish which appeared with the modern movement and since then it has been something desired by architecture just nowadays. It is understood as the main target to follow the trail about a project investigation which was begun and left open by Le Cobustier: the task is discovering the resonances, the bounces and repercussions which belong to the patio concept in height through its history. In this quest to distinguish the characteristics of these spaces, we have chosen three cases, starting from the experiences as traditional patios as in the height of patios of the masters such as Le Cobustier, Jose Luis Sert and Charles Correa. The studied cases could be even more. This number is just an example of a huger universe, which has been operational for the developing of this work. We will be managed through their architecture trying to solve the idea of patios according to their height. Over this analysis evidences there are found multiple mechanics used in the studied cases. As we could see later, in these ones there are characteristics which are only found in an outdoors space when it is a patio. The studied patios are considered traditional patios, independently of the level they have, although they do not fit at first some of the necessary characteristics included in a patio definition. To catch the essence of those spaces, it is not necessary to go through its limits, since it is transmitted to the interior and pervades the adjoining spaces. It has been analyzed the project influences exiting among several cases which build up part of this consideration , among them there are some clear links, which may be these keys we are looking for to solve the joint of patio houses in height. With this work it has been highlighted that the application of the patios houses in height concept depends not only on its placement, the weather and the local culture, but also on the type of patio we are using. From these considerations different solutions were given by themselves as consequence they can be extrapolated into a single idea for all the cases. Some ideas are present along the complete investigation: facades resulting from cells repetition, series of spaces, traditional patio house floor, double height… Some other cases stand out due to it singularity, because they have searched for a solution to the problem by means of originality. To sum up, we look for patio houses in height. And if this thesis contributes, in some way, to get the clues to make work this type of building, about its characteristics, its necessities and its result, in other words, its searching of this modern desire that we showed at the beginning, then this imaginary typo will be a real architecture therefore it can also come truth and can abandon the form of wish to became into a reality. So the modern desire has been fulfilled.

Case-based reasoning to support decision making for managing drinking water quality events in distribution systems

Peer reviewed

Performing the personal within the organizational: Communicating professional identities through Taiwanese commercial airline pilots' personal narratives

This dissertation project explored professionalism and the performance of identities by examining Taiwanese commercial airline pilots' discursive practices in everyday life. The intentions for this project were to not only expand current knowledge of organizational communication from a critical rhetorical perspective, but to further explore the under-appreciated concept of professionalism of organizational members. Theoretically, I traced theoretical analysis in the sociology of professions and further investigated scholarship from identity research in organizational communication studies. This research agenda helped to advance communication-based understandings of the meanings and practices of professional identity as a complement to the sociological conception. I further merged a performance paradigm and critical rhetorical perspective to examine the discursive practices of organizational members and to challenge the bias of traditional textual approaches. Methodologically, I conducted ethnographic interviews with Taiwanese commercial airline pilots in order to understand how they construct their personal, social, and professional identities. Five narrative themes were identified and demonstrated in this project: (1) It takes a lot to become a commercial airline pilot, (2) Being a professional commercial airline pilot is to build up sufficient knowledge, beyond average skill, and correct attitude, (3) Pilots' resistance and dissent toward company management, (4) Popular (re)presentation influences professionalism, (5) Power and fear affect professionalism. Pilots' personal narratives were presented in performative writing and in poetic transcription to make word alive with sounds featuring their meanings. Their personal storytelling created a dialogic space to not only let pilots' voice to be heard but also revealed how identities are created within and against a larger organizational identity. Overall, this project demonstrated the interdisciplinary examination of the meanings, functions, and consequence of discursive practices in everyday professional life. It also critiqued relationships between power, domination, and resistance while reintroducing the roles of the body and materiality in the domain of professionalism, and provides ethical readings of larger and complex organizational cultures. Applying communication-oriented analysis to study professionalism indeed challenged the long time neglected phenomena regarding the power of the symbolic in sociological approaches and raised the awareness of structural, material, and bodily condition of work.

Valor de marca-país: uma investigação empírica em diferentes modelos operacionais e relações com imagem de país e percepção de cultura

Atualmente, os valores intangíveis são cada vez mais importantes no processo gerencial de empresas e governos, implicando a necessidade de informações mais precisas. Dentre os ativos intangíveis mais importantes encontram-se as marcas. É por meio das marcas que os consumidores escolhem e memorizam suas compras, e assim destinam seu dinheiro para algo que possa solucionar problemas em suas vidas. Marcas são formas de empresas e países conseguirem se diferenciar no mercado competitivo globalizado, e estas últimas são denominadas marca-país. A marca-país é fonte de conhecimento e associações no mercado, e torna o país mais ou menos atraente para os estrangeiros. Para se medir o valor de uma marca-país (country brand equity) utilizamse métodos específicos. Essa métrica perceptual é uma construção de valores baseados na marca-país, como conhecimento, associações, imagem, qualidade percebida e lealdade. Este trabalho visa compor um modelo de mensuração de country brand equity aplicável à realidade brasileira. Para tanto foram apresentados diversos modelos de avaliação de marcas e marca-país, por serem complementares, e testados empiricamente. Os dois principais modelos utilizados neste trabalho foram o modelo de valor de marca de Yoo, Donthu e Lee (2000), e o modelo de valor de marca-país de Pappu e Quester (2010). Como o construto de valor de marca-país é derivado de dimensões formativas que o compõem, foram somadas nessa equação as dimensões de imagem baseada na personalidade (AAKER, 1997) e percepção de cultura (NEWMAN; NOLLEN, 1996; HOFSTEDE; BOND, 1984). Todas as variáveis e composições de dimensões foram avaliadas quanto à sua confiabilidade, linearidade, normalidade, heterocedasticidade, multicolinearidade, correlações, formação de fatores e, por fim, avaliadas em regressões e modelos de equações estruturais. Foram criados dezesseis (16) modelos iniciais, nos quais se avaliou o poder de explicação dos construtos com a variável dependente proposta por Zeugner-Roth, Diamantopoulos e Montesinos (2008). Verificou-se pouca variabilidade entre os modelos. Em seguida, foram elaborados mais oito (8) modelos com a proxy de valor de marca-país pela reputação de marca-país, proposta por Kang e Yang (2010), na qual se pôde observar que os modelos com maior número de dimensões se mostraram melhores para explicar a variável dependente. Além disso, verificou-se a importância das dimensões de imagem e percepção de cultura nesses construtos. Por fim, esta tese apresenta modelos mais consistentes de avaliação de marca-país.

Comparison among monitoring strategies to assess water flow dynamic and soil hydraulic properties in agricultural soils

Irrigated agriculture is usually performed in semi-arid regions despite scarcity of water resources. Therefore, optimal irrigation management by monitoring the soil is essential, and assessing soil hydraulic properties and water flow dynamics is presented as a first measure. For this purpose, the control of volumetric water content, θ, and pressure head, h, is required. This study adopted two types of monitoring strategies in the same experimental plot to control θ and h in the vadose zone: i) non-automatic and more time-consuming; ii) automatic connected to a datalogger. Water flux was modelled with Hydrus-1D using the data collected from both acquisition strategies independently (3820 daily values for the automatic; less than 1000 for the non-automatic). Goodness-of-fit results reported a better adjustment in case of automatic sensors. Both model outputs adequately predicted the general trend of θ and h, but with slight differences in computed annual drainage (711 mm and 774 mm). Soil hydraulic properties were inversely estimated from both data acquisition systems. Major differences were obtained in the saturated volumetric water content, θs, and the n and α van Genuchten model shape parameters. Saturated hydraulic conductivity, Ks, shown lower variability with a coefficient of variation range from 0.13 to 0.24 for the soil layers defined. Soil hydraulic properties were better assessed through automatic data acquisition as data variability was lower and accuracy was higher.

REACHING FOR BLUE GOLD - How the EU can rise to the water challenge while reaping the rewards. EPC Issue Paper No. 80, November 2015

Foreword. Climate change is bad news for water resources – and thus for human development, societies, economies, the environment, and local and global security. The increasing frequency and severity of extreme weather events such as droughts and floods serves as a reminder of the effects climate change can have on the quantity and quality of global water reserves, and thus on various other aspects of life. Even though the effects differ from region to region, this is a global challenge with far-reaching consequences to which Europe is not immune. As the world leaders gather in Paris in December 2015 to discuss a new international climate deal, it is worth to remind politicians, businesses and citizens of the water challenge and its wider implications, which already affect us today – and which will only get worse with climate change. However, water-related risks resulting from climate change are not a fatality and damage control doesn’t have to be the only mantra. Placing the water challenge at the centre of political and security dialogues, development strategies and climate mitigation and adaptation measures, and implementing smarter water management, could also bring great economic, environmental and social benefits, in and outside the European Union. It would also contribute to global security. Water matters – now more than ever. This is also what this publication demonstrates. Building on the European Policy Centre’s, two-year “Blue Gold” project, this publication shows the rationale for action, how the EU could use its existing internal and external policy instruments to tackle the water challenge with its various dimensions and the benefits of action.

Marine ice-rafted debris records and age determinations along the northern Eurasian margin

Ice-rafted debris (IRD) (>2 mm), input in eight sediment cores along the Eurasian continental margin (Arctic Ocean), have been studied over the last two glacial/interglacial cycles. Together with the revised chronologies and new micropaleontological data of two cores from the northern Barents Sea (PS2138) and northeastern Kara Sea (PS2741) spanning Marine Isotope Stages (MIS) 6 to 1, the IRD data give new insights into the glacial history of northern Eurasian ice-sheets over the last 150 ka. The chronologies of the cores are based on stable isotope records, AMS 14C datings, paleomagnetic and biostratigraphic data. Extensive episodes of northern Barents Sea ice-sheet growth, probably to the shelf edge, occurred during the late Weichselian (MIS 2) and the Saalian (MIS 6). Major IRD discharge at the MIS 4/3-transition hints to another severe glaciation, probably onto the outer shelf, during MIS 4. IRD-based instabilities of the marine-based ice margin along the northern Barents Sea between MIS 4 and 2 are similar in timing with North Atlantic Heinrich events and Nordic Seas IRD events, suggesting similar atmospheric cooling over a broad region or linkage of ice-sheet fluctuations through small sea-level events. In the relatively low-precipitation areas of eastern Eurasia, IRD peak values during Termination II and MIS 4/3-transition suggest a Kara Sea ice-sheet advance onto the outer shelf, probably to the shelf edge, during glacial MIS 6 and 4. This suggests that during the initial cooling following the interglacials MIS 5, and possibly MIS 7, the combined effect of sustained inflow of Atlantic water into the Arctic Ocean and penetration of moisture-bearing cyclones into easterly direction supported major ice build-up during Saalian (MIS 6) and Mid-Weichselian (MIS 4) glaciation. IRD peak values in MIS 5 indicate at least two advances of the Severnaya Semlya ice-sheet to the coast line during the Early Weichselian. In contrast, a distinct Kara Sea ice advance during the Late Weichselian (MIS 2) is not documented by the IRD records along the northeastern Kara Sea margin.

(Table 1) Neodymium and Strontium measurements from sediment core MD01-2451

In the nineties, cold-water coral mounds were discovered in the Porcupine Seabight (NE Atlantic, west of Ireland). A decade later, this discovery led to the drilling of the entire Challenger cold-water coral mound (Eastern slope, Porcupine Seabight) during IODP Expedition 307. As more than 50% of the sediment within Challenger Mound consists of terrigenous material, the terrigenous component is equally important for the build-up of the mound as the framework-building corals. Moreover, the terrigenous fraction contains important information on the dynamics and the conditions of the depositional environment during mound development. In this study, the first in-depth investigation of the terrigenous sediment fraction of a cold-water coral mound is performed, combining clay mineralogy, sedimentology, petrography and Sr-Nd-isotopic analysis on a gravity core (MD01-2451G) collected at the top of Challenger Mound. Sr- and Nd-isotopic fingerprinting identifies Ireland as the main contributor of terrigenous material in Challenger Mound. Besides this, a variable input of volcanic material from the northern volcanic provinces (Iceland and/or the NW British Isles) is recognized in most of the samples. This volcanic material was most likely transported to Challenger Mound during cold climatic stages. In three samples, the isotopic ratios indicate a minor contribution of sediment deriving from the old cratons on Greenland, Scandinavia or Canada. The grain-size distributions of glacial sediments demonstrate that ice-rafted debris was deposited with little or no sorting, indicating a slow bottom-current regime. In contrast, interglacial intervals contain strongly current-sorted sediments, including reworked glacio-marine grains. The micro textures of the quartz-sand grains confirm the presence of grains transported by icebergs in interglacial intervals. These observations highlight the role of ice-rafting as an important transport mechanism of terrigenous material towards the mound during the Late Quaternary. Furthermore, elevated smectite content in the siliciclastic, glaciomarine sediment intervals is linked to the deglaciation history of the British-Irish Ice Sheet (BIIS). The increase of smectite is attributed to the initial stage of chemical weathering processes, which became activated following glacial retreat and the onset of warmer climatic conditions. During these deglaciations a significant change in the signature of the detrital fraction and a lack of coral growth is observed. Therefore, we postulate that the deglaciation of the BIIS has an important effect on mound growth. It can seriously alter the hydrography, nutrient supply and sedimentation processes, thereby affecting both sediment input and coral growth and hence, coral mound development.

(Table S1, S4) Campanian-Maastrichtian benthic foraminifera from ODP Hole 113-690C

During the latest Cretaceous cooling phase, a positive shift in benthic foraminiferal d18O values lasting about 1.5 Myr (71.5-70 Ma) can be observed at a global scale (Campanian-Maastrichtian Boundary Event, CMBE). This d18O excursion is interpreted as being influenced by a change in intermediate- to deep-water circulation or by temporal build-up of Antarctic ice sheets. Here we test whether benthic foraminiferal assemblages from a southern high-latitudinal site near Antarctica (ODP Site 690) are influenced by the CMBE. If the d18O transition reflects a change in intermediate- to deep-water circulation from low-latitude to high-latitude water masses, then this change would result in cooler temperatures, higher oxygen concentration, and possibly lower organic-matter flux at the seafloor, resulting in a major benthic foraminiferal assemblage change. If, however, the d18O transition was mainly triggered by ice formation, no considerable compositional difference in benthic foraminiferal assemblages would be expected. Our data show a separation of the studied succession into two parts with distinctly different benthic foraminiferal assemblages. Species dominating the older part (73.0-70.5 Ma) tolerate less bottom water oxygenation and are typical components of low-latitude assemblages. In contrast, the younger part (70.0-68.0 Ma) is characterized by species that indicate well-oxygenated bottom waters and species common in high-latitude assemblages. We interpret the observed change in benthic foraminiferal assemblages toward a well-oxygenated environment to reflect the onset of a shift from low-latitude toward high-latitude dominated intermediate- to deep-water sources. This implies that a change in oceanic circulation was at least a major component of the CMBE.

Occurrence of planktic foraminifera in Pliocene to Holocene sediments of DSDP Hole 81-552A in the North Atlantic (Appendix 2)

A new planktic foraminifer transfer function (GSF18) related 5 North Atlantic assemblages to winter and summer sea surface temperature. GSF18, based on recombined and simplified core top census data, preserves most environmental information and reproduces modern North Atlantic conditions with approximately the same accuracy as previous transfer functions, but can be more readily applied to faunal samples ranging in age from Pliocene to Holocene. Transfer function GSF18 has been applied to faunal data from Deep Sea Drilling Project Hole 552A to produce a 2.5 m.y. sea-surface temperature (SST) time series. Estimates show several periods between 2.3 and 4.6 Ma during which mean SST's were both several degrees warmer and several degrees cooler than modern conditions. Between 2.9 and 4.0 Ma SST was generally warmer than modern except for a 250 k.y. interval centered at 3.3 Ma. Maximum SST, with respect to modern conditions, occurred after the cool interval near 3.1 Ma when SST was approximately 3.6° C warmer than present conditions. Comparison of SST estimates with stable isotope data suggest that after peak warming at 3.1 Ma, there was an overall surface water cooling with concomitant build up of global ice volume, culminating in Northern Hemisphere glaciation. This event is also indicated by the presence of ice rafted detritus in 552A sediments at about 2.45 Ma.

Site selection for the monitoring of photochemical air pollutants /

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