Influence of cement properties in the reaction rate and mechanical behavior of concrete with high fl y ash content

The use of fly ash (FA) as an admixture to concrete is broadly extended for two main reasons: the reduction of costs that supposes the substitution of cement and the micro structural changes motivated by the mineral admixture. Regarding this second point, there is a consensus that considers that the ash generates a more compact concrete and a reduction in the size of the pore. However, the measure in which this contributes to the pozzolanic activity or as filler is not well defined. There is also no justification to the influence of the physical parameters, fineness of the grain and free water, in its behavior. This work studies the use of FA as a partial substitute of the cement in concretes of different workability (dry and wet) and the influence in the reactivity of the ash. The concrete of dry consistency which serves as reference uses a cement dose of 250 Kg/m 3 and the concrete of fluid consistency utilized a dose of cement of 350 Kg/m 3 . Two trademark of Portland Cement Type 1 were used. The first reached the resistant class for its fineness of grain and the second one for its composition. Moreover, three doses of FA have been used, and the water/binder ratio was constant in all the mixtures. We have studied the mechanical properties and the micro-structure of the concretes by means of compressive strength tests, mercury intrusion porosimetry (MIP) and thermal analysis (TA). The results of compressive strength tests allow us to observe that concrete mixtures with cements of the same classification and similar dosage of binder do not present the same mechanical behavior. These results show that the effective water/binder ratio has a major role in the development of the mechanical properties of concrete. The study of different dosages using TA, thermo-gravimetry and differential thermal analysis, revealed that the portlandite content is not restrictive in any of the dosages studied. Again, this proves that the rheology of the material influences the reaction rate and content of hydrated cement products. We conclude that the available free water is determinant in the efficiency of pozzolanic reaction. It is so that in accordance to the availability of free water, the ashes can react as an active admixture or simply change the porous distribution. The MIP shows concretes that do not exhibit significant changes in their mechanical behavior, but have suffered significant variation in their porous structure

Improving the competitiveness of the Spanish port system by optimising the cargo handling service

Port services, and in particular the cargo handling service, are responsible for the greatest share of costs incurred during the passage of cargo through a port. The provision of these services reliably and efficiently is crucial in a sector in which there is great opacity. This study has provided the responsible administration ? the Port Authority ? with a tool enabling objective decision making both when it comes to issuing the corresponding licenses and during the period of service provision. Furthermore, we have proposed a series of measures whose application would improve the conditions of service provision and reduce the costs incurred by the passage of cargo through the port.

Change of extreme rainfall indexes at Ebro River Basin

The purpose of this work is to provide a description of the heavy rainfall phenomenon on statistical tools from a Spanish region. We want to quantify the effect of the climate change to verify the rapidity of its evolution across the variation of the probability distributions. Our conclusions have special interest for the agrarian insurances, which may make estimates of costs more realistically. In this work, the analysis mainly focuses on: The distribution of consecutive days without rain for each gauge stations and season. We estimate density Kernel functions and Generalized Pareto Distribution (GPD) for a network of station from the Ebro River basin until a threshold value u. We can establish a relation between distributional parameters and regional characteristics. Moreover we analyze especially the tail of the probability distribution. These tails are governed by law of power means that the number of events n can be expressed as the power of another quantity x : n(x) = x? . ? can be estimated as the slope of log-log plot the number of events and the size. The most convenient way to analyze n(x) is using the empirical probability distribution. Pr(X mayor que x) ? x-?. The distribution of rainfall over percentile of order 0.95 from wet days at the seasonal scale and in a yearly scale with the same treatment of tails than in the previous section.

Aplicaciones estructurales de la guadua (Guadua angustifolia Kunth): Proyecto de estructura modular multifuncional en Colombia

La Guadua (Guadua angustifolia Kunth) es una de las especies forestales más características de Colombia. Perteneciente a la familia del bambú, ésta planta nativa de Colombia usada en la construcción permite una reducción de costos, garantizados, entre otras ventajas, por sus propiedades físico-mecánicas de flexibilidad, resistencia, dureza, efecto climatizado y sismo resistencia. En el proyecto se plantea inicialmente un estudio de la Guadua como material estructural. Se estudiará su anatomía, sus propiedades físicas y mecánicas así como la normativa existente que rige su uso en construcción y por último se darán algunos ejemplos en los que se puede comprobar su uso en la actualidad. Posteriormente se procederá al desarrollo del proyecto cuya finalidad es el diseño de una estructura modular multifuncional que se necesita para llevarla a cabo en un proyecto de cooperación localizado en Neiva (Colombia). El proyecto incluirá todos los documentos necesarios para un trabajo de estas características: memoria, pliego de condiciones técnicas, presupuesto, planos, así como el Estudio de Seguridad y Salud Laboral. Como solución a las necesidades planteadas en el proyecto de cooperación, se realizará el diseño de dos estructuras modulares cuya finalidad sea las de uso como oficina y como almacén. Se aplicará para su cálculo el CTE cómo normativa de construcción, pero apoyándose en algunos parámetros en la NSR-10, estableciendo una comparativa posterior entre ambas normativas. Debido a la importancia de la acción sísmica en Colombia se comprobará la resistencia sísmica del módulo diseñado según el “Manual de Construcción, evaluación y rehabilitación sismo resistente de viviendas de mampostería” creado por la Asociación Colombiana de Ingeniería Sísmica. Basándose en este manual se definirán los tipos de uniones más favorables sísmicamente de los módulos con el diseño de una cercha auxiliar necesaria según el tipo de unión. ABSTRACT PROJECT: Structural applications of the guadua (Guadua angustifolia Kunth). Project of modular multifunctional structure in Colombia Guadua (Guadua angustifolia Kunth) is one of the forest species more characteristics of Colombia. Pertaining to the family of the bamboo, this one native plant of Colombia used in the construction allows a reduction of costs, guaranteed, among others advantages, by its physic mechanical properties of flexibility, resistance, hardness, climatic effect and earthquake resistance. The project initially considers a study of the Guadua as structural material. We will study its anatomy, its physical and mechanical properties as well as the existing norm that governs its use in construction and finally some examples will be provided in which its actual use can be verified. Later on, we will proceed with the development of the project which purpose is the design of a multifunctional modular structure required to in a project of cooperation located in Neiva (Colombia). The project will include all the necessary documents for a work of these characteristics: memory, technical specifications, budget, drawings, as well as the Security and Labor Health Study. In order to satisfy the needs raised in the cooperation project, we will undertake the design of two modular structures with the purpose to be used as office and warehouse. The construction normative CTE will be applied for its calculation, but some parameters will be based in the NSR-10, establishing a comparison between both norms. Due to the importance of the seismic action in Colombia, the seismic resistance of the module will be verified according to the “Manual of Construction, evaluation and rehabilitation resistant earthquake of rubblework houses” created by the Colombian Association of Seismic Engineering,. We will also use this Manual to define the types of unions more favorable from seismic point of view, designing the required auxiliary segments according to the type of union.

Estimación de ahorro por inspección del regulador del mercado energético a las instalaciones de energías renovables

La Administración General del Estado, a través de la Comisión Nacional de la Energía, y en colaboración con los órganos competentes de las Comunidades Autónomas correspondientes, realiza inspecciones periódicas y aleatorias cada año, sobre las instalaciones de generación eléctrica, siguiendo los criterios de elección e indicaciones que la Secretaria General de la Energía del Ministerio de Industria, Turismo y Comercio imponga en cada caso. En este proyecto se analizan las distintas incidencias de las distintas tecnologías estudiadas, así como las consecuencias jurídicas y económicas. También se ofrecen las distintas propuestas de sanción como consecuencia de estas incidencias. El objeto del presente proyecto es el estudio de la reducción de costes al estado si el organismo competente (Comisión Nacional de Energía) liquidase a las diferentes instalaciones en función de las irregularidades detectadas como consecuencia de las inspecciones realizadas durante el plan 2011/2012, así como una estimación de dicho ahorro al extrapolar dichos resultados al total de instalaciones ABSTRACT The Central Government, through the National Energy Commission, in cooperation with the competent bodies of the Autonomous Communities concerned, realizes periodic and random inspections every year on electricity generation facilities, following the criteria of choice and indications that the General Secretary of Energy from the Ministry of Industry, Tourism and Commerce impose in each case. This project analyses the different incidences of the different technologies studied as well as the legal and economic consequences. It is also offered different proposals of sanction as a result of these incidents. The purpose of this project is to study the reduction of costs to the state if the competent agency (CNE) decided to close the different facilities depending on the irregularities as a result of inspections conducted during the plan 2011/2012 and as an estimate of the savings to extrapolate these results to all the facilities.

Influencia de un nuevo marco jurídico en la competitividad del sistema portuario español

El sistema portuario español movió en el año 2013 aproximadamente 458,54 millones de toneladas, 13,8 millones de TEUs, con un total de 131.128 buques que accedieron a puerto para el conjunto de las 28 Autoridades Portuarias. Con el 62% de las exportaciones y el 86% de las importaciones realizadas por vía marítima, una rentabilidad del 2,34 %, muy cerca del objetivo del 2,5 % de rentabilidad media annual establecida legalmente, y una cifra de negocios aproximada de 1.028 millones de euros equivalentes al 1,1 % del PIB que genera un empleo directo e indirecto vinculado de 145.000 personas, concluimos que estamos hablando de un sector estratégico para la economía del país. Desde hace décadas, en muchos puertos del mundo se han venido desarrollando terminales “hub” o de concentración y distribución de cargas. Las navieras concentran entre este tipo de terminales sus líneas transoceánicas con buques de enormes dimensiones y capacidad de carga para producir los tránsitos de contenedores desde estas líneas a otras líneas llamadas “feeder”, con buques de menor tamaño que enlazan el “hub” con los puertos de su área marítima de influencia. La excepcional ubicación geoestratégica de España, con aproximadamente ocho mil kilómetros de costa, ha originado que los puertos españoles de mayor dimensión aspiren a incorporarse a esta red marítima internacional de contenedores y determina que en nuestro sistema portuario los movimientos de contenedores de tránsito tengan gran importancia. Sin embargo, la crisis económica ha tenido un efecto decisivo en el sector marítimo, determinando una lucha feroz entre todos los puertos, nacionales e internacionales, por captar este tipo de tráficos, lo que origina una búsqueda de las compañías navieras de puertos cada vez más eficientes en términos calidad/coste del servicio. La entrada en vigor del Texto Refundido de la Ley de Puertos y la piedra angular de su reforma, la Ley 33/2010, plantea como objetivo principal la mejora de la competitividad del sistema portuario español y liderar su recuperación, ofreciendo unas condiciones de entorno favorables a los puertos españoles que acaben por incentivar la captación de tráficos e inversión privada a través de una oferta de servicios e infraestructura de calidad y a precios competitivos que consoliden su posición dentro del tráfico marítimo mundial. Surge, por tanto, la conveniencia de investigar la influencia de las medidas propuestas por dicha norma legal y las soluciones ofrecidas a las demandas de un sector considerado estratégico para la economía del país, y cuya resolución se considera imprescindible para consolidar su recuperación. Por eso, se han analizado los aspectos más importantes de la reforma mediante la realización de un resumen ejecutivo y se ha estudiado la influencia de las medidas que incorpora desde el punto de vista de tres factores, que previamente se han considerado como fundamentales para la recuperación del sistema portuario español, y que históricamente habían sido demandados por el mismo, como son, en primer lugar, un progresivo sistema de flexibilización tributaria que permitiera a los puertos españoles ganar en términos de competitividad respecto a otros modelos portuarios mucho más flexibles en materia tarifaria, en segundo lugar, una necesaria liberalización del régimen de prestación de los servicios portuarios que posibilite el libre acceso a cualquier interesado en su prestación y, en último lugar, el progresivo abaratamiento de los costes inherentes a dichos servicios, fundamentalmente la manipulación de mercancías. Con posterioridad se ha investigado el trámite parlamentario al que se ha sometido la ley, fruto del enorme consenso alcanzado entre las dos principales fuerzas políticas del país, que determinó que se presentaran más de 700 enmiendas al proyecto original, y en algunos casos, se ha prestado especial atención a determinadas enmiendas que se consideran, en opinión de este investigador, novedosas y aventuradas, razón por la cual quizás no fueron incorporadas definitivamente al texto legal. Y se han analizado las principales demandas y aportaciones extraídas de la Sesión Informativa sobre la tramitación del entonces proyecto de ley ofrecida por la Comisión de Fomento del Congreso de los Diputados a los principales representantes del sector, comunidad portuaria, universidad y sindicatos. Siendo conscientes de la incidencia que tiene el servicio portuario de manipulación de mercancías en el paso de la mercancía por el puerto, se ha hecho una referencia concreta al peculiar régimen jurídico y laboral del personal vinculado al servicio. Avanzamos que las características de la relación laboral especial, y su peculiar régimen jurídico, con una dualidad de relaciones laborales, tiene una influencia decisiva en la nómina del trabajador que se repercute en los usuarios del servicio, fundamentalmente el naviero y el operador de la terminal, que en definitiva, incide en la competitividad del puerto. Y se ha constatado el auge aperturista de numerosas legislaciones portuarias europeas, prestando especial atención al proyecto frustrado de liberalización de los servicios portuarios en la Unión Europea de la conocida como Directiva Loyola de Palacio del año 2003 y al Libro Blanco de Transportes del año 2011. Así como a las deficiencias advertidas por el Dictamen de la Comisión Europea de fecha 27/09/2012 en relación al régimen jurídico del servicio portuario de manipulación de mercancías, que lo considera disconforme y contrario con las normas de libertad de establecimiento en Europa y que amenaza con una previsible reforma unilateral de la legislación portuaria española, a instancias europeas. Bajo este planteamiento, se ha procedido a analizar el marco de prestación de dichos servicios desde el punto de vista de la propia comunidad portuaria. Inicialmente, a través de un estudio de fuerzas de la competitividad del sector de los servicios portuarios en el sistema portuario español que nos permitirá trazar un mapa estratégico del mismo a través del “Modelo de las Cinco Fuerzas de Porter” concluyendo, que el poder de los prestadores de servicios portuarios como proveedores de los mismos, fundamentalmente en la manipulación de mercancías, es máximo, con un único colectivo, los estibadores portuarios, que al amparo de la normativa legal vigente tienen la exclusividad de su prestación. Dichas circunstancias restan competitividad al sistema frente a alternativas portuarias más flexibles y desincentivan la inversión privada. Y, en segundo lugar, mediante un proceso participativo en distintas encuestas sobre el modelo legislativo y sobre el marco formativo del sector con los propios agentes afectados dentro de la comunidad portuaria, desde la triple perspectiva de la vertiente pública que representan las Autoridades Portuarias, como gestores de las infraestructuras, la vertiente privada que representan los usuarios y prestadores de servicios, como principal cliente del puerto y desde el punto de vista de la propia mano de obra portuaria materializada en la representación sindical de dichos trabajadores. Los resultados nos permitirán concluir, respectivamente, la incidencia del servicio portuario mercancía por el puerto, por representar más de la mitad de los costes. Así como la aspiración de los trabajadores adscritos a dicho servicio de consolidar un título formativo que unifique y potencie su capacitación profesional, circunstancia esta última, también demandada por toda comunidad portuaria. Analizadas las conclusiones extraídas en cada una de las líneas de investigación se han detectado una serie de ineficiencias dentro del mismo que dicho marco regulador no ha sabido resolver, por lo que se ha considerado la conveniencia de formular, como herramienta de ayuda a gestores del sistema portuario español, una relación de medidas que, en opinión de este investigador, se consideran necesarias para mejorar el régimen de prestación de los servicios portuarios y se ha propuesto un borrador de modificación del actual Texto Refundido que pueda servir de base para materializar una futura reforma legal. Las conclusiones obtenidas en la investigación deben sentar las bases de una profunda reflexión sobre la necesidad de encaminar, como alternativa a una previsible modificación a instancias europeas, una reforma legal que decididamente apueste por la competitividad del sistema portuario español desde el punto de vista de la liberalización de servicios, el abaratamiento de los costes de la estiba y la necesaria profesionalización de los trabajadores adscritos al servicio portuario de manipulación de mercancías. During 2013 the Spanish Port System moved nearly 458,54 million tons of freight, 13,8 million TEUs, involving a total of 131.128 ships for the 28 existing Port Authorities. With 62% of exports and 86% of imports made through sea transportation, a 2,34% profit, close to the 2,5% average annual profit goal legally established, revenues of 1.028 million € equivalent to a 1.1% of Spain’s GDP and a figure of 145.000 people a directly or indirectly employed we can conclude that maritime industry is undoubtedly one of the strategic and key sectors for the country’s economy. Since several decades many ports in the world have been increasingly developing “Hub” terminals, those which concentrate and distribute freight. Shipping companies place among these type of terminals their transoceanic sea liners along with huge dimension & capacity ships to make the container transit from these liners to other called “feeder” which are smaller freight ships that connect the “hub” with the ports within its maritime area of influence. Spain’s exceptional geostrategic location with over 8.000 km of coastline has originated that those big dimension Spanish ports aspire to become a part of a container international maritime network which also determines that transit container move is key within our port system. Nevertheless the economic crisis has had a decisive impact on the maritime sector originating a fierce battle between all ports, national and international ones, all of them fight against each other to catch this type of maritime traffic which triggers an ongoing shipping companies search in cost/service quality efficient ports. The cornerstone of the Restated Text of Port Law is Law 33/2010, which lays out as main goal the Spanish Port System competitiveness improvement and lead its recovery offering favorable environment conditions to Spanish ports which help encourage maritime traffic attraction and private investment through a wide offer of services, quality of infrastructure and competitive prices which can consolidate its positioning within the world’s maritime traffic. It is therefore key to investigate the influence of the measures proposed by the above mentioned law and also the solutions offered to the demands of a sector which is considered strategic for the country’s economy and which solution is essential to consolidate the recovery. It is because of this that the most important aspects of the reform have been analyzed through the making of an executive summary and it has also been studied the influence of the measures it includes from the point of view of three factors which have previously been considered as key for the Spanish port system recovery. The system has historically demanded a progressive tax flexibility, which would permit Spanish ports be more competitive compared to other port models much more flexible in rates, a necessary liberalization of the port service provision regime and last but not least, to cut the price of costs related to those services, mainly freight handling. Following this, the parliamentary process of the law has also been studied as a consequence of the vast consensus reached by the main political forces in the country which clearly determined that more than 700 amendments to the original project were presented. In some cases the focus has been on amendments which are adventurous and new, reason why they were finally not included to the final legal text. Being well aware of the importance that freight handling procedure has, I have made a specific reference to the legal and working framework of those employees related to this service. We conclude that the special working relationship, its different legal regime, along with the working relationship dualism has a big impact and decisive influence over the worker’s salary which also affects service users, mainly shipowners and terminal operators, having a bad effect on the port’s competitiveness. The above confirms the new opening trend of main European port laws with special attention to the frustrated European Union port services liberalization project, also known as Directive Loyola de Palacio (2003) and the White Paper on Transports (2011). It is important to highlight that the European Commission has also observed several deficiencies with regard to the freight handling port service Law Regime being in disagreement with it, considering it is against the free establishment rules in Europe. The Commission is likely to present a unilateral reform to the Spanish Port Law. Under this approach the service provision framework is being analyzed from the Port Community point of view. Initially the analysis will focus on the study of the competition forces within the port services industry in Spain, this will allow us to draw up an strategic map through “Porter’s Five Forces Model” concluding that the power of port services providers as freight handlers is maximum, with an only collective, stevedores, which has the exclusivity for their services. All these circumstances not only decrease the system’s competitiveness versus other more flexible but also restrain private investments. Secondly, through a participating procedure in different surveys about the legislative model and about the training framework with the affected agents within the port community, there is a triple perspective: Public point of view represented by Port Authorities as infrastructure managers, Private point of view represented by users and service suppliers as main Port’s customer and finally, port workforce, represented by union leaders. Results will let us conclude that freight handling service is the most critical port service and represents more than half of the costs. This service related workers aspire to obtain a training certificate that unifies and boosts their professional role which is also chased by the entire port community. Once conclusions have been analyzed for all research lines, several deficiencies have been found and the regulatory framework hasn’t yet been able to solve them, it has therefore been a series of necessary measures that help improve the port services provision regime. A new proposal to the Restated Law Text has been drafted as the first step to embrace a future legal reform. Conclusions obtained on the research should set the new basis of a deep reflection about the need to bent on a new legal reform which firmly bets on Spanish port system competitiveness from three key points of view, service liberalization, ship load cost reduction and professionalization of freight handling related workers.

Caracterización y análisis del coste de mejora de la calidad de servicio en transporte urbano en autobús, basado en la metodología ABC (activity based costing)

El estudio de la calidad de servicio en transporte público ha tenido distintos enfoques, tanto en la investigación como en sus aplicaciones prácticas, tales como el desarrollo del método SERVQUAL, los proyectos QUATTRO y EQUIP de la Comisión Europea, el Transit Capacity and Quality of Service Manual y finalmente el estándar EN 13816, siendo la consideración principal la calidad desde el punto de vista del usuario, es decir, la calidad percibida, cuyo objetivo en la práctica trata de obtener un Índice de Satisfacción del Cliente como medida de la calidad global. Esta aproximación deja de lado aspectos tanto sobre calidad suministrada como sobre los suministradores del servicio, las administraciones y los operadores, particularmente en cuanto a las implicaciones económicas. El objetivo principal de la presente tesis es la estimación del impacto económico real de la mejora de atributos de calidad para un operador de autobús urbano. En el capítulo 2, se lleva a cabo un análisis del estado del arte sobre el estudio de la calidad, tanto de los métodos de estudio, como de su aplicación al campo de transporte público, y, específicamente, del estudio de costes. En los capítulos 3 y 4 se propone la aplicación de la metodología ABC (Activity Based Costing) para el caso de un contrato de servicio de transporte público en autobús en la Comunidad de Madrid, concretamente la conexión de Tres Cantos. Para ello se utilizan datos de encuestas de calidad esperada y percibida por los usuarios, junto con información económica y de actividad, así como entrevistas a personal de la empresa, conformando todo ello una metodología compacta de investigación y análisis. Los resultados de las encuestas y los análisis posteriores identificaron la frecuencia de servicio, la puntualidad de los autobuses y la seguridad de la conducción como las tres variables mas importantes desde el punto de vista del usuario, y ha sido en referencia a estas tres variables sobre las que se ha desarrollado la aplicación del método ABC contenida en el capítulo 5. Los resultados descritos en el capítulo 6 muestran la consistencia y la aplicabilidad de esta metodología, superando las simplificaciones de los procedimientos tradicionales contables. En cuanto a los resultados obtenidos, se ha comprobado que una aproximación tradicional basada en costes por kilometro puede llegar a sobrevalorar los costes asociados a mejoras de calidad hasta tres veces los costes calculados según el método ABC. Finalmente en el capítulo 7 se recogen las principales conclusiones y se apuntan algunas líneas futuras de investigación basadas en mejoras sobre la aplicación y transferibilidad de los resultados. The study of service quality and its implication for transport contracts has several approaches in research and practical applications, such as the development of the SERVQUAL method, the UE QUATTRO and EQUIP research projects, the Transit Capacity and Quality of Service Manual and finally the EN 13816 standard. In all cases the main stream is the consideration of quality from the user’s point of view, thus obtaining a Customer Satisfaction Index as a measurement of the overall service quality. This approach ignores quality consequences for transport providers, authorities and operators, particularly economic implications. The main target of this thesis is to estimate the real economic impact of improving quality attributes for a bus operator. Chapter 2 includes a thorough analysis of the state of the art of general methodologies on service quality, their applications for public transport, and particularly for quality costing. In chapters 3 and 4, the Activity Based Costing (ABC) methodology is proposed for a suburban bus contract in Madrid, Tres Cantos. Perceived and expected quality surveys are used together with economic and performance information, as well as interviews with key staff from the operator. The whole set of surveys, interviews and ABC methodology puts together a comprehensive approach for analysis and research. Surveys and subsequent analysis shows service headway, punctuality and safety as the three most important service attributes from the user’s point of view. The proposed methodology has been applied to these three variables, as described in chapter 5. Results obtained in chapter 6 show the consistency and practicality of this methodology, overcoming simplifications from traditional accounting procedures. According to the latter, a calculation of costs based on mileage can overvalue quality improvements up to three times the results following ABC methodology. Finally, in chapter 7, the main conclusions are highlighted and some future research is suggested in terms of application improvements as well as results transferability.

Optimización multiobjetivo inteligente del dimensionamiento energético en sistemas ferroviarios señalizados y en plataformas software de tiempo real

La capacidad de transporte es uno de los baremos fundamentales para evaluar la progresión que puede llegar a tener un área económica y social. Es un sector de elevada importancia para la sociedad actual. Englobado en los distintos tipos de transporte, uno de los medios de transporte que se encuentra más en alza en la actualidad, es el ferroviario. Tanto para movilidad de pasajeros como para mercancías, el tren se ha convertido en un medio de transporte muy útil. Se encuentra dentro de las ciudades, entre ciudades con un radio pequeño entre ellas e incluso cada vez más, gracias a la alta velocidad, entre ciudades con gran distancia entre ellas. Esta Tesis pretende ayudar en el diseño de una de las etapas más importantes de los Proyectos de instalación de un sistema ferroviario: el sistema eléctrico de tracción. La fase de diseño de un sistema eléctrico de tracción ferroviaria se enfrenta a muchas dudas que deben ser resueltas con precisión. Del éxito de esta fase dependerá la capacidad de afrontar las demandas de energía de la explotación ferroviaria. También se debe atender a los costes de instalación y de operación, tanto costes directos como indirectos. Con la Metodología que se presenta en esta Tesis se ofrecerá al diseñador la opción de manejar un sistema experto que como soluciones le plantee un conjunto de escenarios de sistemas eléctricos correctos, comprobados por resolución de modelos de ecuaciones. Correctos desde el punto de vista de validez de distintos parámetros eléctrico, como de costes presupuestarios e impacto de costes indirectos. Por tanto, el diseñador al haber hecho uso de esta Metodología, tendría en un espacio de tiempo relativamente corto, un conjunto de soluciones factibles con las que poder elegir cuál convendría más según sus intereses finales. Esta Tesis se ha desarrollado en una vía de investigación integrada dentro del Centro de Investigaciones Ferroviarias CITEF-UPM. Entre otros proyectos y vías de investigación, en CITEF se ha venido trabajando en estudios de validación y dimensionamiento de sistemas eléctricos ferroviarios con diversos y variados clientes y sistemas ferroviarios. A lo largo de los proyectos realizados, el interés siempre ha girado mayoritariamente sobre los siguientes parámetros del sistema eléctrico: - Calcular número y posición de subestaciones de tracción. Potencia de cada subestación. - Tipo de catenaria a lo largo del recorrido. Conductores que componen la catenaria. Características. - Calcular número y posición de autotransformadores para sistemas funcionando en alterna bitensión o 2x25kV. - Posición Zonas Neutras. - Validación según normativa de: o Caídas de tensión en la línea o Tensiones máximas en el retorno de la línea o Sobrecalentamiento de conductores o Sobrecalentamiento de los transformadores de las subestaciones de tracción La idea es que las soluciones aportadas por la Metodología sugieran escenarios donde de estos parámetros estén dentro de los límites que marca la normativa. Tener la posibilidad de tener un repositorio de posibles escenarios donde los parámetros y elementos eléctricos estén calculados como correctos, aporta un avance en tiempos y en pruebas, que mejoraría ostensiblemente el proceso habitual de diseño para los sistemas eléctricos ferroviarios. Los costes directos referidos a elementos como subestaciones de tracción, autotransformadores, zonas neutras, ocupan un gran volumen dentro del presupuesto de un sistema ferroviario. En esta Tesis se ha querido profundizar también en el efecto de los costes indirectos provocados en la instalación y operación de sistemas eléctricos. Aquellos derivados del impacto medioambiental, los costes que se generan al mantener los equipos eléctricos y la instalación de la catenaria, los costes que implican la conexión entre las subestaciones de tracción con la red general o de distribución y por último, los costes de instalación propios de cada elemento compondrían los costes indirectos que, según experiencia, se han pensado relevantes para ejercer un cierto control sobre ellos. La Metodología cubrirá la posibilidad de que los diseños eléctricos propuestos tengan en cuenta variaciones de coste inasumibles o directamente, proponer en igualdad de condiciones de parámetros eléctricos, los más baratos en función de los costes comentados. Analizando los costes directos e indirectos, se ha pensado dividir su impacto entre los que se computan en la instalación y los que suceden posteriormente, durante la operación de la línea ferroviaria. Estos costes normalmente suelen ser contrapuestos, cuánto mejor es uno peor suele ser el otro y viceversa, por lo que hace falta un sistema que trate ambos objetivos por separado. Para conseguir los objetivos comentados, se ha construido la Metodología sobre tres pilares básicos: - Simulador ferroviario Hamlet: Este simulador integra módulos para construir esquemas de vías ferroviarios completos; módulo de simulación mecánica y de la tracción de material rodante; módulo de señalización ferroviaria; módulo de sistema eléctrico. Software realizado en C++ y Matlab. - Análisis y estudio de cómo focalizar los distintos posibles escenarios eléctricos, para que puedan ser examinados rápidamente. Pico de demanda máxima de potencia por el tráfico ferroviario. - Algoritmos de optimización: A partir de un estudio de los posibles algoritmos adaptables a un sistema tan complejo como el que se plantea, se decidió que los algoritmos genéticos serían los elegidos. Se han escogido 3 algoritmos genéticos, permitiendo recabar información acerca del comportamiento y resultados de cada uno de ellos. Los elegidos por motivos de tiempos de respuesta, multiobjetividad, facilidad de adaptación y buena y amplia aplicación en proyectos de ingeniería fueron: NSGA-II, AMGA-II y ɛ-MOEA. - Diseño de funciones y modelo preparado para trabajar con los costes directos e indirectos y las restricciones básicas que los escenarios eléctricos no deberían violar. Estas restricciones vigilan el comportamiento eléctrico y la estabilidad presupuestaria. Las pruebas realizadas utilizando el sistema han tratado o bien de copiar situaciones que se puedan dar en la realidad o directamente sistemas y problemas reales. Esto ha proporcionado además de la posibilidad de validar la Metodología, también se ha posibilitado la comparación entre los algoritmos genéticos, comparar sistemas eléctricos escogidos con los reales y llegar a conclusiones muy satisfactorias. La Metodología sugiere una vía de trabajo muy interesante, tanto por los resultados ya obtenidos como por las oportunidades que puede llegar a crear con la evolución de la misma. Esta Tesis se ha desarrollado con esta idea, por lo que se espera pueda servir como otro factor para trabajar con la validación y diseño de sistemas eléctricos ferroviarios. ABSTRACT Transport capacity is one of the critical points to evaluate the progress than a specific social and economical area is able to reach. This is a sector of high significance for the actual society. Included inside the most common types of transport, one of the means of transport which is elevating its use nowadays is the railway. Such as for passenger transport of weight movements, the train is being consolidated like a very useful mean of transport. Railways are installed in many geography areas. Everyone know train in cities, or connecting cities inside a surrounding area or even more often, taking into account the high-speed, there are railways infrastructure between cities separated with a long distance. This Ph.D work aims to help in the process to design one of the most essential steps in Installation Projects belonging to a railway system: Power Supply System. Design step of the railway power supply, usually confronts to several doubts and uncertainties, which must be solved with high accuracy. Capacity to supply power to the railway traffic depends on the success of this step. On the other hand is very important to manage the direct and indirect costs derived from Installation and Operation. With the Methodology is presented in this Thesis, it will be offered to the designer the possibility to handle an expert system that finally will fill a set of possible solutions. These solutions must be ready to work properly in the railway system, and they were tested using complex equation models. This Thesis has been developed through a research way, integrated inside Citef (Railway Research Centre of Technical University of Madrid). Among other projects and research ways, in Citef has been working in several validation studies and dimensioning of railway power supplies. It is been working by a large range of clients and railways systems. Along the accomplished Projects, the main goal has been rounded mostly about the next list of parameters of the electrical system: - Calculating number and location of traction substations. Power of each substation. - Type of Overhead contact line or catenary through the railway line. The wires which set up the catenary. Main Characteristics. - Calculating number and position of autotransformers for systems working in alternating current bi-voltage of called 2x25 kV. - Location of Neutral Zones. - Validating upon regulation of: o Drop voltages along the line o Maximum return voltages in the line o Overheating/overcurrent of the wires of the catenary o Avoiding overheating in the transformers of the traction substations. Main objective is that the solutions given by the Methodology, could be suggest scenarios where all of these parameters from above, would be between the limits established in the regulation. Having the choice to achieve a repository of possible good scenarios, where the parameters and electrical elements will be assigned like ready to work, that gives a great advance in terms of times and avoiding several tests. All of this would improve evidently the regular railway electrical systems process design. Direct costs referred to elements like traction substations, autotransformers, neutral zones, usually take up a great volume inside the general budget in railway systems. In this Thesis has been thought to bear in mind another kind of costs related to railway systems, also called indirect costs. These could be enveloped by those enmarked during installation and operation of electrical systems. Those derived from environmental impact; costs generated during the maintenance of the electrical elements and catenary; costs involved in the connection between traction substations and general electric grid; finally costs linked with the own installation of the whole electrical elements needed for the correct performance of the railway system. These are integrated inside the set has been collected taking into account own experience and research works. They are relevant to be controlled for our Methodology, just in case for the designers of this type of systems. The Methodology will cover the possibility that the final proposed power supply systems will be hold non-acceptable variations of costs, comparing with initial expected budgets, or directly assuming a threshold of budget for electrical elements in actual scenario, and achieving the cheapest in terms of commented costs from above. Analyzing direct and indirect costs, has been thought to divide their impact between two main categories. First one will be inside the Installation and the other category will comply with the costs often happens during Railway Operation time. These costs normally are opposed, that means when one is better the other turn into worse, in costs meaning. For this reason is necessary treating both objectives separately, in order to evaluate correctly the impact of each one into the final system. The objectives detailed before build the Methodology under three basic pillars: - Railway simulator Hamlet: This software has modules to configure many railway type of lines; mechanical and traction module to simulate the movement of rolling stock; signaling module; power supply module. This software has been developed using C++ and Matlab R13a - Previously has been mandatory to study how would be possible to work properly with a great number of feasible electrical systems. The target comprised the quick examination of these set of scenarios in terms of time. This point is talking about Maximum power demand peaks by railway operation plans. - Optimization algorithms. A railway infrastructure is a very complex system. At the beginning it was necessary to search about techniques and optimization algorithms, which could be adaptable to this complex system. Finally three genetic multiobjective algorithms were the chosen. Final decision was taken attending to reasons such as time complexity, able to multiobjective, easy to integrate in our problem and with a large application in engineering tasks. They are: NSGA-II, AMGA-II and ɛ-MOEA. - Designing objectives functions and equation model ready to work with the direct and indirect costs. The basic restrictions are not able to avoid, like budgetary or electrical, connected hardly with the recommended performance of elements, catenary and safety in a electrical railway systems. The battery of tests launched to the Methodology has been designed to be as real as possible. In fact, due to our work in Citef and with real Projects, has been integrated and configured three real railway lines, in order to evaluate correctly the final results collected by the Methodology. Another topic of our tests has been the comparison between the performances of the three algorithms chosen. Final step has been the comparison again with different possible good solutions, it means power supply system designs, provided by the Methodology, testing the validity of them. Once this work has been finished, the conclusions have been very satisfactory. Therefore this Thesis suggest a very interesting way of research and work, in terms of the results obtained and for the future opportunities can be created with the evolution of this. This Thesis has been developed with this idea in mind, so is expected this work could adhere another factor to work in the difficult task of validation and design of railway power supply systems.

Desarrollo de una plataforma de gestión de un laboratorio automatizado

El presente TFG está enmarcado en el contexto de la biología sintética (más concretamente en la automatización de protocolos) y representa una parte de los avances en este sector. Se trata de una plataforma de gestión de laboratorios autónomos. El resultado tecnológico servirá para ayudar al operador a coordinar las máquinas disponibles en un laboratorio a la hora de ejecutar un experimento basado en un protocolo de biología sintética. En la actualidad los experimentos biológicos tienen una tasa de éxito muy baja en laboratorios convencionales debido a la cantidad de factores externos que intervienen durante el protocolo. Además estos experimentos son caros y requieren de un operador pendiente de la ejecución en cada fase del protocolo. La automatización de laboratorios puede suponer un aumento de la tasa de éxito, además de una reducción de costes y de riesgos para los trabajadores en el entorno del laboratorio. En la presente propuesta se pretende que se dividan las distintas entidades de un laboratorio en unidades funcionales que serán los elementos a ser coordinados por la herramienta resultado del TFG. Para aportar flexibilidad a la herramienta se utilizará una arquitectura orientada a servicios (SOA). Cada unidad funcional desplegará un servicio web proporcionando su funcionalidad al resto del laboratorio. SOA es esencial para la comunicación entre máquinas ya que permite la abstracción del tipo de máquina que se trate y como esté implementada su funcionalidad. La principal dificultad del TFG consiste en lidiar con las dificultades de integración y coordinación de las distintas unidades funcionales para poder gestionar adecuadamente el ciclo de vida de un experimento. Para ello se ha realizado un análisis de herramientas disponibles de software libre. Finalmente se ha escogido la plataforma Apache Camel como marco sobre el que crear la herramienta específica planteada en el TFG. Apache Camel juega un papel importantísimo en este proyecto, ya que establece las capas de conexión a los distintos servicios y encamina los mensajes oportunos a cada servicio basándose en el contenido del fichero de entrada. Para la preparación del prototipo se han desarrollado una serie de servicios web que permitirán realizar pruebas y demostraciones de concepto de la herramienta en sí. Además se ha desarrollado una versión preliminar de la aplicación web que utilizará el operador del laboratorio para gestionar las peticiones, decidiendo que protocolo se ejecuta a continuación y siguiendo el flujo de tareas del experimento.---ABSTRACT---The current TFG is bound by synthetic biology context (more specifically in the protocol automation) and represents an element of progression in this sector. It consists of a management platform for automated laboratories. The technological result will help the operator to coordinate the available machines in a lab, this way an experiment based on a synthetic biological protocol, could be executed. Nowadays, the biological experiments have a low success rate in conventional laboratories, due to the amount of external factors that intrude during the protocol. On top of it, these experiments are usually expensive and require of an operator monitoring at every phase of the protocol. The laboratories’ automation might mean an increase in the success rate, and also a reduction of costs and risks for the lab workers. The current approach is hoped to divide the different entities in a laboratory in functional units. Those will be the elements to be coordinated by the tool that results from this TFG. In order to provide flexibility to the system, a service-oriented architecture will be used (SOA). Every functional unit will deploy a web service, publishing its functionality to the rest of the lab. SOA is essential to facilitate the communication between machines, due to the fact that it provides an abstraction on the type of the machine and how its functionality is implemented. The main difficulty of this TFG consists on grappling with the integration and coordination problems, being able to manage successfully the lifecycle of an experiment. For that, a benchmark has been made on the available open source tools. Finally Apache Camel has been chosen as a framework over which the tool defined in the TFG will be created. Apache Camel plays a fundamental role in this project, given that it establishes the connection layers to the different services and routes the suitable messages to each service, based on the received file’s content. For the prototype development a number of services that will allow it to perform demonstrations and concept tests have been deployed. Furthermore a preliminary version of the webapp has been developed. It will allow the laboratory operator managing petitions, to decide what protocol goes next as it executes the flow of the experiment’s tasks.

Fresnel-based modular solar fields for performance/cost optimization in solar thermal power plants: A comparison with parabolic trough collectors.

Linear Fresnel collectors are identified as a technology that should play a main role in order to reduce cost of Concentrating Solar Power. An optical and thermal analysis of the different blocks of the solar power plant is carried out, where Fresnel arrays are compared with the most extended linear technology: parabolic trough collectors. It is demonstrated that the optical performance of Fresnel array is very close to that of PTC, with similar values of maximum flux intensities. In addition, if the heat carrier fluid flows in series by the tubes of the receiver, relatively high thermal efficiencies are achieved. Thus, an annual solar to electricity efficiency of 19% is expected, which is similar to the state of the art in PTCs; this is done with a reduction of costs, thanks to lighter structures, that drives to an estimation of LCOE of around 6.5 c€/kWh.

Two near-optimal layouts for trusslike bridge structures bearing uniform weight between supports

Although the primary objective on designing a structure is to support the external loads, the achievement of an optimal layout that reduces all costs associated with the structure is an aspect of increasing interest. The problem of finding the optimal layout for bridgelike structures subjected to a uniform load is considered. The problem is formulated following a theory on economy of frame structures, using the stress volume as the objective function and including the selection of appropriate values for statically indeterminate reactions. It is solved in a function space of finite dimension instead of using a general variational approach, obtaining near-optimal solutions. The results obtained with this profitable strategy are very close to the best layouts known to date, with differences of less than 2% for the stress volume, but with a simpler layout that can be recognized in some real bridges. This strategy could be a guide to preliminary design of bridges subject to a wide class of costs.

The value of cultural assets. Maintenance Costs and economic sustainability at heritage

Under the 12th International Conference on Building Materials and Components is inserted this communication related to the field of management of those assets that constitute the Spanish Cultural Heritage and maintenance. This work is related to the field of management of those assets that constitute the Spanish Cultural Heritage which share an artistic or historical background. The conservation and maintenance become a social demand necessary for the preservation of public values, requiring the investment of necessary resources. The legal protection involves a number of obligations and rights to ensure the conservation and heritage protection. The duty of maintenance and upkeep exceeds the useful life the property that must endure more for their cultural value for its usability. The establishment of the necessary conditions to prevent deterioration and precise in order to fulfill its social function, seeking to prolong the life of the asset, preserving their physical integrity and its ability to convey the values protected. This obligation implies a substantial financial effort to the holder of the property, either public or private entity, addressing a problem of economic sustainability. Economic exploitation, with the aim of contributing to their well-maintained, is sometimes the best way to get resources. The work will include different lines of research with the following objectives. - Establishment of processes for assessing total costs over the building life cycle (LCC), during the planning stages or maintenance budgets to determine the most advantageous operating system. - Relationship between the value of property and maintenance costs, and establishing a sensitivity analysis.

Environmental analysis of residential building facades through energy consumption, GHG emissions and costs

This paper provides some results on the potential to minimize environmental impacts in residential buildings life cycle, through façade design strategies, analyzing also their impact on costs from a lifecycle perspective. On one hand, it assesses the environmental damage produced by the materials of the building envelope, and on the other, the benefits they offer in terms of habitability and liveability in the use phase. The analysis includes several design parameters used both for rehabilitation of existing facades, as for new facades, trying to cover various determinants and proposing project alternatives. With this study we intended to contribute to address the energy challenges for the coming years, trying also to propose pathways for innovative solutions for the building envelope.

Do charges to freight trucks and trains in the European Union reflect their social marginal costs? Application to the case of Spain

In the last few years, the European Union (EU) has become greatly concerned about the environmental costs of road transport in Europe as a result of the constant growth in the market share of trucks and the steady decline in the market share of railroads. In order to reverse this trend, the EU is promoting the implementation of additional charges for heavy goods vehicles (HGV) on the trunk roads of the EU countries. However, the EU policy is being criticised because it does not address the implementation of charges to internalise the external costs produced by automobiles and other transport modes such as railroad. In this paper, we first describe the evolution of the HGV charging policy in the EU, and then assess its practical implementation across different European countries. Second, and of greater significance, by using the case study of Spain, we evaluate to what extent the current fees on trucks and trains reflect their social marginal costs, and consequently lead to an allocative-efficient outcome. We found that for the average case in Spain the truck industry meets more of the marginal social cost produced by it than does the freight railroad industry. The reason for this lies in the large sums of money paid by truck companies in fuel taxes, and the subsidies that continue to be granted by the government to the railroads.

Emissions and economic costs of cycling compact fluorescent lamps with integrated ballasts

This paper proposes a way to quantify the emissions of mercury (Hg) and CO2 associated with the manufacture and operation of compact fluorescent lamps with integrated ballasts (CFLis), as well as the economic cost of using them under different operating cycles. The main purpose of this paper is to find simple criteria for reducing the polluting emissions under consideration and the economic cost of CFLi to a minimum. A lifetime model is proposed that allows the emissions and costs to be described as a function of degradation from turning CFLi on and their continuous operation. An idealized model of a CFLi is defined that combines characteristics stated by different manufacturers. In addition, two CFLi models representing poor-quality products are analyzed. It was found that the emissions and costs per unit of time of operation of the CFLi depend linearly on the number of times per unit of time it is turned on and the time of continuous operation. The optimal conditions (lowest emissions and costs) depend on the place of manufacture, the place of operation and the quality of the components of the lamp/ballast. Finally, it was also found that for each lamp, there are intervals when it is turned off during which emissions of pollutants and costs are identical regardless of how often the lamp is turned on or the time it remains on. For CO2 emissions, the lamp must be off up to 5 minutes; for the cost, up to 7 minutes and for Hg emissions, up to 43 minutes. It is advisable not to turn on a CFLi sooner than 43 minutes from the last time it was turned off.