Big bridge in pérgola for high speed trains to the northwest of Spain

Big bridge in pérgola for high speed trains to the northwest of Spain

Aeroacoustics in high speed trains

Este trabajo se centra en el estudio de problemas aeroacústicos en los trenes de alta velocidad. Se han considerado dos escenarios en los que las ondas de presión generadas son críticos para el confort de los pasajeros. Uno es el debido a las ondas de presión que genera el tren cuando entra y sale de un túnel, que a su vez producen saltos de presión de baja frecuencia en el tren (cuando se cruzan con él) y en los alrededores del túnel cuando alcanzan la salida. Se estudia este fenómeno, y se propone un sistema aeroelástico basado en el galope transversal para disminuir la energía de estas ondas, y se analiza la energía extraíble de las ondas utilizando cuerpos con diferentes secciones transversales [Sorribes-Palmer and Sanz-Andres, 2013]. La influencia de la geometría de los portales en la energía radiada hacia el exterior de túnel es analizada experimentalmente, prestando especial atención a las boquillas porosas. Las ondas de presión en el interior del túnel se han analizado mediante el método de las características. Se han realizado ensayos experimentales para estimar la energía reflejada hacia el interior del túnel al alcanzar las ondas de presión el portal de salida del túnel. Se ha estudiado la formación e interacción entre el portal del túnel y la onda de choque generada en los túneles de gran longitud y pequeña fricción. Se propone un método para describir de forma aproximada el ruido radiado al exterior. Por otro lado se ha estudiado el ruido de media y alta frecuencia de origen aerodinámico. Se ha estudiado la influencia del desprendimiento de la capa límite sobre el tren. Se propone una metodología basada en una sección de tren característica para predecir rápidamente el nivel de presión de sonido dentro y fuera del tren para todo el rango de frecuencias. Se han realizado medidas experimentales en vía de los espectros de presión sobre la superficie del tren, y de la transmisibilidad de las uniones entre estructura y revestimiento. Los resultados experimentales se han utilizado en los modelos vibroacústicos. El método de la sección del tren característica es especialmente útil a altas frecuencias cuando todo el tren se puede modelar mediante el ensamblaje de diferentes secciones características utilizando el análisis estadístico de la energía. ABSTRACT This work is focused on the study of aeroacoustic problems in high speed trains. We have considered two scenarios in which the pressure waves generated are critical for passengers comfort. The first one is due to the pressure waves generated by a train entering in a tunnel. These waves generate pressure gauges inside the train (when they find each other) and outside of the tunnel portals. This phenomenon has been studied, and an aeroelastic system based on transverse galloping to reduce the energy of these waves is proposed. The maximum extractable energy by using bodies with different cross-section shapes is analyzed. The influence of the portals geometry in the energy radiated outwards the tunnel is analyzed experimentally, with particular attention to the porous exits. The pressure waves inside the tunnel have been analyzed using the method of characteristics. Experimental tests to estimate the energy reflected into the tunnel when the pressure waves reach the tunnel portal have been performed. We have studied the generation and interaction between the tunnel portal and a shock wave generated in long tunnels with small friction. A method to describe in an approximated way the pressure radiated outside the tunnel is proposed. In the second scenario, middle and high frequency noise generated aerodynamically has been studied, including the influence of the detachment of the boundary layer around the train. A method based on a train section to quickly predict the sound pressure level inside and outside the train has been proposed. Experimental test have been performed on board to evaluate the pressure power spectra on the surface of the train, and the transmissibility of the junctions between the structure and trim. These experimental results have been used in the vibroacoustic models. The low frequency pressure waves generated with the train during the tunnel crossing has been identified in the pressure spectrum. The train characteristic section method is especially useful at high frequencies, when the whole train can be modeled by assembling different sections using the statistical energy analysis. The sound pressure level inside the train is evaluated inside and outside the tunnel.

On the Analytical Approach to Present Engineering Problems: Photovoltaic Systems Behavior, Wind Speed Sensors Performance, and High-Speed Train Pressure Wave Effects in Tunnels

At present, engineering problems required quite a sophisticated calculation means. However, analytical models still can prove to be a useful tool for engineers and scientists when dealing with complex physical phenomena. The mathematical models developed to analyze three different engineering problems: photovoltaic devices analysis; cup anemometer performance; and high-speed train pressure wave effects in tunnels are described. In all cases, the results are quite accurate when compared to testing measurements.

Genetically aerodynamic optimization of the nose shape of a high-speed train entering a tunnel

The optimization of the nose shape of a high-speed train entering a tunnel has been performed using genetic algorithms(GA).This optimization method requires the parameterization of each optimal candidate as a design vector.The geometrical parameterization of the nose has been defined using three design variables that include the most characteristic geometrical factors affecting the compression wave generated at the entry of the train and the aerodynamic drag of the train.

Aeroacoustic noise prediction in high speed trains due to attached and detached flow

This paper aims to set out the influence of the flow field around high speed trains in open field. To achieve this parametric analysis of the sound pressure inside the train was performed. Three vibroacoustic models of a characteristic train section are used to predict the noise inside the train in open field by using finite element method FEM, boundary element method (BEM) and statistical energy analysis (SEA) depending on the frequency range of analysis. The turbulent boundary layer excitation is implemented as the only airborne noise source, in order to focus on the study of the attached and detached flow in the surface of the train. The power spectral densities of the pressure fluctuation in the train surface proposed by [Cockburn and Roberson 1974, Rennison et al. 2009] are applied on the exterior surface of the structural subsystems in the vibroacoustic models. An increase in the sound pressure level up to10 dB can be appreciated due to the detachment of the flow around the train. These results highlight the importance to determine the detached regions prediction, making critical the airborne noise due to turbulent boundary layer.

Vibroacoustic Problems in High Speed Trains

Passengers comfort in terms of acoustic noise levels is a key train design parameter, especially relevant in high speed trains, where the aerodynamic noise is dominant. The aim of the work, described in this paper, is to make progress in the understanding of the flow field around high speed trains in an open field, which is a subject of interest for many researchers with direct industrial applications, but also the critical configuration of the train inside a tunnel is studied in order to evaluate the external loads arising from noise sources of the train. The airborne noise coming from the wheels (wheelrail interaction), which is the dominant source at a certain range of frequencies, is also investigated from the numerical and experimental points of view. The numerical prediction of the noise in the interior of the train is a very complex problem, involving many different parameters: complex geometries and materials, different noise sources, complex interactions among those sources, broad range of frequencies where the phenomenon is important, etc. During recent years a research plan is being developed at IDR/UPM (Instituto de Microgravedad Ignacio Da Riva, Universidad Politécnica de Madrid) involving both numerical simulations, wind tunnel and full-scale tests to address this problem. Comparison of numerical simulations with experimental data is a key factor in this process.

Aerodynamic shape optimization of the nose of a high-speed train subjected to crosswind conditions

When dealing with the design of a high-speed train, a multiobjective shape optimization problem is formulated, as these vehicles are object of many aerodynamic problems which are known to be in conflict. More mobility involves an increase in both the cruise speed and lightness, and these requirements directly influence the stability and the ride comfort of the passengers when the train is subjected to a side wind. Thus, crosswind stability plays a more relevant role among the aerodynamic objectives to be optimized. An extensive research activity is observed on aerodynamic response in crosswind conditions.

Aerodynamic Optimization of a High-speed Train using Genetic Algorithms

Genetic algorithms (GA) have been used for the minimization of the aerodynamic drag of a train subject to front wind. The significant importance of the external aerodynamic drag on the total resistance a train experiments as the cruise speed is increased highlights the interest of this study. A complete description of the methodology required for this optimization method is introduced here, where the parameterization of the geometry to be optimized and the metamodel used to speed up the optimization process are detailed. A reduction of about a 25% of the initial aerodynamic drag is obtained in this study, what confirms GA as a proper method for this optimization problem. The evolution of the nose shape is consistent with the literature. The advantage of using metamodels is stressed thanks to the information of the whole design space extracted from it. The influence of each design variable on the objective function is analyzed by means of an ANOVA test.

Gust wind tunnel study on ballast pick-up by high-speed trains

This paper describes the experimental setup, procedure, and results obtained, concerning the dynamics of a body lying on a floor, attached to a hinge, and exposed to an unsteady flow, which is a model of the initiation of rotational motion of ballast stones due to the wind generated by the passing of a high-speed train. The idea is to obtain experimental data to support the theoretical model developed in Sanz-Andres and Navarro-Medina (J Wind Eng Ind Aerodyn 98, 772–783, (2010), aimed at analyzing the initial phase of the ballast train-induced-wind erosion (BATIWE) phenomenon. The experimental setup is based on an open circuit, closed test section, low-speed wind tunnel, with a new sinusoidal gust generator mechanism concept, designed and built at the IDR/UPM. The tunnel’s main characteristic is the ability to generate a flow with a uniform velocity profile and sinusoidal time fluctuation of the speed. Experimental results and theoretical model predictions are in good agreement.

Improved high-speed de-excitation system for brushless synchronous machines tested on a 20 MVA hydro-generator

Synchronous machines with brushless excitation have the disadvantage that the field winding is not accessible for the de-excitation of the machine. This means that, despite the proper operation of the protection system, the slow de-excitation time constant may produce severe damage in the event of an internal short circuit. A high-speed de-excitation system for these machines was developed, and this study presents the continuation of a previously published study. This study presents the design by computer simulation and the results of the first commissioning of this de-excitation system in a commercial 20 MVA hydro-generator. The de-excitation is achieved by inserting resistance in the field circuit, obtaining a dynamic response similar to that achieved in machines with static excitation. In this case, a non-linear discharge resistor was used, making the dynamic response even better.

Robustness and Recoverability in Transport Logistics

Abstract Transport is the foundation of any economy: it boosts economic growth, creates wealth, enhances trade, geographical accessibility and the mobility of people. Transport is also a key ingredient for a high quality of life, making places accessible and bringing people together. The future prosperity of our world will depend on the ability of all of its regions to remain fully and competitively integrated in the world economy. Efficient transport is vital in making this happen. Operations research can help in efficiently planning the design and operating transport systems. Planning and operational processes are fields that are rich in combinatorial optimization problems. These problems can be analyzed and solved through the application of mathematical models and optimization techniques, which may lead to an improvement in the performance of the transport system, as well as to a reduction in the time required for solving these problems. The latter aspect is important, because it increases the flexibility of the system: the system can adapt in a faster way to changes in the environment (i.e.: weather conditions, crew illness, failures, etc.). These disturbing changes (called disruptions) often enforce the schedule to be adapted. The direct consequences are delays and cancellations, implying many schedule adjustments and huge costs. Consequently, robust schedules and recovery plans must be developed in order to fight against disruptions. This dissertation makes contributions to two different fields: rail and air applications. Robust planning and recovery methods are presented. In the field of railway transport we develop several mathematical models which answer to RENFE’s (the major railway operator in Spain) needs: 1. We study the rolling stock assignment problem: here, we introduce some robust aspects in order to ameliorate some operations which are likely to fail. Once the rolling stock assignment is known, we propose a robust routing model which aims at identifying the train units’ sequences while minimizing the expected delays and human resources needed to perform the sequences. 2. It is widely accepted that the sequential solving approach produces solutions that are not global optima. Therefore, we develop an integrated and robust model to determine the train schedule and rolling stock assignment. We also propose an integrated model to study the rolling stock circulations. Circulations are determined by the rolling stock assignment and routing of the train units. 3. Although our aim is to develop robust plans, disruptions will be likely to occur and recovery methods will be needed. Therefore, we propose a recovery method which aims to recover the train schedule and rolling stock assignment in an integrated fashion all while considering the passenger demand. In the field of air transport we develop several mathematical models which answer to IBERIA’s (the major airline in Spain) needs: 1. We look at the airline-scheduling problem and develop an integrated approach that optimizes schedule design, fleet assignment and passenger use so as to reduce costs and create fewer incompatibilities between decisions. Robust itineraries are created to ameliorate misconnected passengers. 2. Air transport operators are continuously facing competition from other air operators and different modes of transport (e.g., High Speed Rail). Consequently, airline profitability is critically influenced by the airline’s ability to estimate passenger demands and construct profitable flight schedules. We consider multi-modal competition including airline and rail, and develop a new approach that estimates the demand associated with a given schedule; and generates airline schedules and fleet assignments using an integrated schedule design and fleet assignment optimization model that captures the impacts of schedule decisions on passenger demand.

Estudio geotécnico para la cimentación del terraplén de acceso a un paso superior. Línea de alta velocidad Madrid-Castilla la Mancha-Comunidad Valenciana-Región de Murcia

Este proyecto aborda el estudio geotécnico para la cimentación del terraplén de acceso a un paso superior sobre el tramo Albatera-Elche, incluido en la Línea de Alta Velocidad Madrid-Castilla La Mancha-Comunidad Valenciana-Región de Murcia. Con el fin de identificar y clasificar los materiales del terreno de cimentación, se analiza el marco geológico regional y local del área de estudio. En el proyecto se presentan los resultados obtenidos en la campaña de reconocimiento de campo y en los ensayos realizados en laboratorio, a partir de los cuales se realiza la caracterización geotécnica de los materiales y se determinan sus parámetros geotécnicos. Asimismo, se considera la singular problemática geotécnica de la zona de estudio, por lo que se analiza la estabilidad global del terraplén, los tiempos de consolidación del terreno y se realiza una estimación de asientos. De acuerdo a todos los cálculos y consideraciones realizadas, se determinan los tratamientos de mejora y refuerzo del terreno de cimentación. Por último, se evalúan los costes derivados de la campaña de reconocimiento geotécnico y de la redacción del presente estudio. ABSTRACT This project is a geotechnical report for the foundation of the access embankment to an overpass in the railway section Albatera-Elche, included in the High Speed Rail line Madrid-Castilla La Mancha-Comunidad Valenciana-Región de Murcia. In order to identify and classify the foundation soil materials, the regional and local geological frame of the study area is analyzed. The results of the field survey and laboratory tests performed are displayed in the project, from which the geotechnical characterization of materials is made and geotechnical parameters have been determined. It is also considered the special geotechnical problems in the study area, so the overall stability of the embankment and ground consolidation times are analyzed, as well as an estimate of ground settlement is also made. According to all calculations and considerations made, treatments to improve and strengthen the foundation soil are determined. Finally, the costs of the geotechnical campaign and the elaboration of this report are evaluated.

La transformación de las grandes estaciones europeas con la llegada de la Alta Velocidad. El caso de Atocha

La aparición del tren de alta velocidad en Europa en las últimas décadas del siglo XX supuso el resurgir de un medio de transporte en progresivo declive desde la popularización del automóvil y del avión. La decadencia del ferrocarril había supuesto en muchos casos el abandono, o incluso la demolición, de estaciones históricas y el deterioro de su entorno urbano. Como reacción a esa desatención surgió, también en el último cuarto de siglo, una mayor conciencia social preocupada por la conservación del patrimonio construido del ferrocarril. La necesidad de adaptación de las grandes estaciones de ferrocarril para dar servicio al nuevo sistema de transporte, junto con el interés por poner en valor sus construcciones históricas y su céntrico entorno, ha dado como resultado la realización de importantes transformaciones. El objeto de la presente investigación es el estudio de las transformaciones que han sufrido las grandes estaciones europeas del siglo XIX con la llegada del tren de alta velocidad, profundizando de manera especial en el caso más significativo que tenemos en nuestro país: la estación de Atocha. En el ámbito europeo es donde se localizan los ejemplos más relevantes de estaciones que tuvieron gran trascendencia en el siglo XIX y que ahora, con la llegada de la Alta Velocidad, vuelven a recuperar su grandeza. En España, el crecimiento de la Alta Velocidad en los últimos años ha sido extraordinario, hasta situarse como el segundo país del mundo con más kilómetros de líneas de alta velocidad en operación y, en consecuencia, se ha construido un gran número de estaciones adaptadas a este servicio. El caso más notable es el de la estación de Atocha, que desde la llegada del AVE en 1992 hasta el día de hoy, se ha convertido en uno de los complejos ferroviarios más importantes del mundo. El trabajo parte del estudio de otros referentes europeos, como las Gares de París, la estación de St Pancras en Londres y de otras cinco estaciones del centro de Europa –Amsterdam Centraal, Antwerpen Centraal, Köln Hauptbahnhof, Frankfurt (Main) Hauptbahnhof y la Gare de Strasbourg–, para establecer el marco analítico sobre el que se profundiza con la estación de Atocha. El proceso de transformación de la estación de Atocha se ha gestado a través de una serie de proyectos que han ido configurando la estación hasta el momento actual y planteando la previsión de futuro: el proyecto del Plan General de Madrid, el concurso de ideas para el diseño de la estación, la estación de Cercanías, la estación de Alta Velocidad y Largo Recorrido, la ampliación de esta para separar los flujos por niveles, los Estudios Informativos del Nuevo Complejo Ferroviario de la Estación de Atocha y su primera fase de construcción. Estos siete proyectos son objeto de un análisis en tres niveles: análisis cronológico, análisis funcional y análisis formal. La estación de Atocha fue la primera estación histórica europea en sufrir una gran transformación vinculada a la llegada de la Alta Velocidad. Aporta el entendimiento de la estación como un todo y la intermodalidad como sus principales valores, además de la gran mejora urbana que supuso la «operación Atocha», y adolece de ciertas carencias en su desarrollo comercial, vinculadas en parte a la presencia del jardín tropical, y de un pobre espacio en las salas de embarque para los pasajeros de salidas. La estación de Atocha completa su transformación a partir de su renovación funcional, manteniendo la carga simbólica de su historia. De la confrontación del caso de Atocha con otras importantes estaciones europeas resulta la definición de las principales consecuencias de la llegada de la Alta Velocidad a las grandes terminales europeas y la identificación de los elementos clave en su transformación. Las consecuencias principales son: la potenciación de la intermodalidad con otros medios de transporte, el desarrollo comercial no necesariamente destinado a los usuarios de los servicios ferroviarios, y la puesta en valor de la antigua estación y de su entorno urbano. Por su parte, los elementos clave en la transformación de las grandes estaciones tienen que ver directamente con la separación de flujos, el entendimiento de la estación por niveles, la dotación de nuevos accesos laterales y la construcción de una nueva gran cubierta para los nuevos andenes. La preeminencia de unos elementos sobre otros depende del carácter propio de cada estación y de cada país, de la magnitud de la intervención y, también, de la estructura y composición de los equipos encargados del diseño de la nueva estación. En la actualidad, nos encontramos en un momento interesante respecto a las estaciones de Alta Velocidad. Tras el reciente atentado frustrado en el Thalys que viajaba de Ámsterdam a París, se ha acordado establecer controles de identidad y equipajes en todas las estaciones de la red europea de alta velocidad, lo que implicará modificaciones importantes en las grandes estaciones que, probablemente, tomarán el modelo de la estación de Atocha como referencia. ABSTRACT The emergence of the high speed train in Europe in the last few decades of the 20th century represented the resurgence of a means of transport in progressive decline since the popularization of the car and the airplane. The railway decay brought in many cases the abandonment, or even the demolition, of historical stations and the deterioration of its urban environment. In response to that neglect, a greater social awareness towards the preservation of the railway built heritage raised up, also in the last quarter-century. The need for adaptation of the great railway stations to serve the new transport system, along with the interest in enhancing the historical buildings and its central locations, had resulted in important transformations. The subject of current investigation is the study of the transformations that the great 19th century European stations have experienced with the arrival of the high speed rail, deepening in particular in the most significant case we have in Spain: Atocha railway station. At European level is where the most relevant examples of stations which have had a great significance in the 19th century and now, with the arrival of the high speed train, have regain their greatness, are located. In Spain, the growth of the high speed rail over the past few years has been outstanding. Today is the second country in the world with the longest high speed rail network in operation and, therefore, with a great number of new stations adapted to this service. The most remarkable case is Atocha station. Since the arrival of the AVE in 1992, the station has become one of the world's most important railway hub. The research starts with the study of other European reference points, as the Gares of Paris, St Pancras station in London and five other stations of Central Europe –Amsterdam Centraal, Antwerpen Centraal, Köln Hauptbahnhof, Frankfurt (Main) Hauptbahnhof y la Gare de Strasbourg–, to establish the analytical framework that will be deepen with Atocha station. The transformation process of Atocha station has been created through a number of projects that have forged the station to date and have raised the sights in the future: the project of the General Urban Development Plan, the ideas competition for the station design, the Suburban train station, the High Speed and Long Distance station, its enlargement in order to separate passenger flows in different levels, the 'Masterplans' for the new Atocha transport hub and its first phase of construction. These seven projects are under scrutiny at three levels: chronological analysis, functional analysis and formal analysis. Atocha station was the first European historical station to undergo a great transformation tied to the arrival of the high speed rail. It brings the understanding of the station as a whole and the intermodality as its greatest values, besides the great urban improvement of the 'Atocha operation', and suffers from certain shortcomings in its commercial development, partly linked to the presence of the tropical garden, and from a poor space in the departure lounges. Atocha station completes its transformation on the basis of its functional renewal, keeping the symbolic charge of its history. The confrontation of Atocha case with the great European stations results in the definition of the principal consequences of the high speed rail arrival to the great European terminals and the identification of the key elements in its transformation. The principal consequences are: the empowering of the intermodality with other means of transport, of the commercial development, not necessarily intended for railway services users, and the enhancement of the old station and its urban environment. On the other hand, the key elements in the transformation of the great stations are directly related with the separation of passenger flows, the understanding of the station in different levels, the placement of new lateral accesses and the construction of a new deck over the new platforms. The pre-eminence of some elements over the others depends on the particular nature of each station and each country, on the scale of the intervention and also in the structure and composition of the teams in charge of the new station design. Nowadays, this is an interesting time concerning the high speed rail stations. After the recent foiled terrorist attempt in the Thalys train travelling from Amsterdam to Paris, it was agreed to establish passenger and luggage controls in every European high speed rail station. This will mean important changes in these great stations, which probably will take Atocha station's model as a reference.

Sophisticated security verification on routing repaired balanced cell-based dual-rail logic against side channel analysis

Conventional dual-rail precharge logic suffers from difficult implementations of dual-rail structure for obtaining strict compensation between the counterpart rails. As a light-weight and high-speed dual-rail style, balanced cell-based dual-rail logic (BCDL) uses synchronised compound gates with global precharge signal to provide high resistance against differential power or electromagnetic analyses. BCDL can be realised from generic field programmable gate array (FPGA) design flows with constraints. However, routings still exist as concerns because of the deficient flexibility on routing control, which unfavourably results in bias between complementary nets in security-sensitive parts. In this article, based on a routing repair technique, novel verifications towards routing effect are presented. An 8 bit simplified advanced encryption processing (AES)-co-processor is executed that is constructed on block random access memory (RAM)-based BCDL in Xilinx Virtex-5 FPGAs. Since imbalanced routing are major defects in BCDL, the authors can rule out other influences and fairly quantify the security variants. A series of asymptotic correlation electromagnetic (EM) analyses are launched towards a group of circuits with consecutive routing schemes to be able to verify routing impact on side channel analyses. After repairing the non-identical routings, Mutual information analyses are executed to further validate the concrete security increase obtained from identical routing pairs in BCDL.

Spalling uniaxial strength of Al2O3 at high strain rates

In this article research into the uniaxial tensile strength of Al2O3 monolithic ceramic is presented. The experimental procedure of the spalling of long bars is investigated from different approaches. This method is used to obtain the tensile strength at high strain rates under uniaxial conditions. Different methodologies proposed by several authors are used to obtain the tensile strength. The hypotheses needed for the experimental set-up are also checked, and the requirements of the set-up and the variables are also studied by means of numerical simulations. The research shows that the shape of the projectile is crucial to achieve successfully tests results. An experimental campaign has been carried out including high speed video and a digital image correlation system to obtain the tensile strength of alumina. Finally, a comparison of the test results provided by three different methods proposed by different authors is presented. The tensile strength obtained from the three such methods on the same specimens provides contrasting results. Mean values vary from one method to another but the trends are similar for two of the methods. The third method gives less scatter, though the mean values obtained are lower and do not follow the same trend as the other methods for the different specimens.