Pantograph wear assesment in overhead conductor rail systems

Wear is the phenomenon that determines the lifetime of the collector strips. Since wear is an inevitable effect on pantograph-catenary systems, it is necessary to determine optimal operating conditions that can mitigate its effects. In this study we have performed a simulation model of the pantograph-overhead conductor rail system which allows the evaluation of the dynamic conditions of the system through the contact force. With these results we have made an evaluation of the quality of current collection, a calculation of the pantograph wear and a definition of the optimal operation conditions of the pantograph-overhead conductor rail system.

Integrated methodology for assessing the effects of geomorphological river restoration on fish habitat and riparian vegetation

Changes in the geomorphology of rivers have serious repercussions, causing losses in the dynamics and naturalness of their forms, going in many cases, from a type of meandering channel, with constant erosion and sedimentation processes, to a channelized narrow river with rigid and stable margins, where the only possibility of movement occurs in the vertical, causing the only changes in channel geometry occur in the river bed. On the other hand, these changes seriously affect the naturalness of the banks, preventing the development of riparian vegetation and reducing the cross connectivity of the riparian corridor. Common canalizations and disconnections of meanders increase the slope, and therefore speed, resulting in processes of regressive erosion, effect increased as a result of the narrowing of the channel and the concentration of flows. This process of incision may turn the flood plain to be "hung", being completely disconnected from the water table, with important consequences for vegetation. As an example of the effects of these changes, it has been chosen the case of the Arga River The Arga river has been channelized and rectified, as it passes along the meander RamalHondo and Soto Gil (Funes, Navarra). The effects on fish habitat and riparian vegetation by remeandering the Arga River are presented. and Ttwo very contrasting situationsrestoration hypothesis, in terms of geomorphology concerns, have been established to assess the effects these changes have on the habitat of one of the major fish species in the area (Luciobabus graellsii) and on the riparian vegetation. To accomplish this goal, it has been necessary to used the a digital elevation model provided by LIDAR flight, bathymetric data, flow data, as inputs, and a hydraulic simulation model 2D (Infoworks RS). The results obtained not only helped to evaluate the effects of the past alterations of geomorphologic characteristics, but also to predict fish and vegetation habitat responses to this type of changes.

Sustainability of irrigated farming systems in a Tunisian region: A recursive stochastic programming analysis

The aim of this study was to evaluate the sustainability of farm irrigation systems in the Cébalat district in northern Tunisia. It addressed the challenging topic of sustainable agriculture through a bio-economic approach linking a biophysical model to an economic optimisation model. A crop growth simulation model (CropSyst) was used to build a database to determine the relationships between agricultural practices, crop yields and environmental effects (salt accumulation in soil and leaching of nitrates) in a context of high climatic variability. The database was then fed into a recursive stochastic model set for a 10-year plan that allowed analysing the effects of cropping patterns on farm income, salt accumulation and nitrate leaching. We assumed that the long-term sustainability of soil productivity might be in conflict with farm profitability in the short-term. Assuming a discount rate of 10% (for the base scenario), the model closely reproduced the current system and allowed to predict the degradation of soil quality due to long-term salt accumulation. The results showed that there was more accumulation of salt in the soil for the base scenario than for the alternative scenario (discount rate of 0%). This result was induced by applying a higher quantity of water per hectare for the alternative as compared to a base scenario. The results also showed that nitrogen leaching is very low for the two discount rates and all climate scenarios. In conclusion, the results show that the difference in farm income between the alternative and base scenarios increases over time to attain 45% after 10 years.

Assessing agriculture-water relationships: a Pan-European multidimensional modelling approach.

This paper aims at developing a simulation framework to jointly assess agricultural and water issues. While the strong linkages between water, food, and the environment call for an integrated and multidisciplinary modelling approach, a complete and consistent modelling system to evaluate food-water relationships in Europe was missing so far. The spatial economic simulation model for agriculture CAPRI, which comprises a set of environmental indicators to assess food-environment interrelations within European regions, has been extended to account for food-water links. This modelling framework enables simulating the potential impact of climate change and water availability on agricultural production at the EU regional level, as well as looking at the sustainable use of water, the implementation of water policies or the integration of water issues in the Common Agricultural Policy

Analysis of WCET in an experimental satellite software development.

This paper describes a case study in WCET analysis of an on-board spacecraft software system. The attitude control system of UPMSat-2, an experimental micro-satellite which is scheduled to be launched in 2013, is used for an experiment on analysing the worst-case execution time of code automatically generated from a Simulink model. In order to properly test the code, a hardware-in-the-loop configuration with a simulation model of the spacecraft environment has been used as a test bench. The code has been analysed with RapiTime, with some modifications to the original instrumentation routines, in order to take into account the particularities of the test configuration. Results from the experiment are described and commented in the paper.

Low vertical transfer rates of carbon inferred from radiocarbon analysis in an Amazon Podzol

Hydromorphic Podzol soils in the Amazon Basin generally support low-stature forests with some of the lowest amounts of aboveground net primary production (NPP) in the region. However, they can also exhibit large values of belowground NPP that can contribute significantly to the total annual inputs of organic matter into the soil. These hydromorphic Podzol soils also exhibit a horizon rich in organic matter at around 1?2m depth, presumably as a result of eluviation of dissolved organic matter and sesquioxides of Fe and Al. Therefore, it is likely that these ecosystems store large quantities of carbon by (1) large amounts of C inputs to soils dominated by their high levels of fine-root production, (2) stabilization of organic matter in an illuviation horizon due to significant vertical transfers of C. To assess these ideas we studied soil carbon dynamics using radiocarbon in two adjacent Amazon forests growing on contrasting soils: a hydromorphic Podzol and a well-drained Alisol supporting a high-stature terra firme forest. Our measurements showed similar concentrations of C and radiocarbon in the litter layer and the first 5 cm of the mineral soil for both sites. This result is consistent with the idea that the hydromorphic Podzol soil has similar soil C storage and cycling rates compared to the well-drained Alisol that supports a more opulent vegetation. However, we found important differences in carbon dynamics and transfers along the vertical profile. At both soils, we found similar radiocarbon concentrations in the subsoil, but the carbon released after incubating soil samples presented radiocarbon concentrations of recent origin in the Alisol, but not in the Podzol. There were no indications of incorporation of C fixed after 1950 in the illuvial horizon of the Podzol. With the aid of a simulation model, we predicted that only a minor fraction (1.7 %) of the labile carbon decomposed in the topsoil is transferred to the subsoil of the Podzol, while this proportional transfer is about 30% in the Alisol. Furthermore, our estimates were 8 times lower than previous estimations of vertical C transfers in Amazon Podzols, and question the validity of these previous estimations for all Podzols within the Amazon Basin. Our results also challenge our previous ideas about the genesis of these particular soils and suggest that either they are not true Podzols or the podzolization processes had already stopped.

El régimen de humedad de los suelos de la España peninsular

El objeto de la Tesis es el régimen de humedad de los suelos de la España Peninsular, cuya determinación a partir de datos climáticos se ha realizado de acuerdo con la metodología incluida en la taxonomía norteamericana de suelos (Soil Survey StafF 1975, 1994). Esta metodología presenta algunas indefiniciones, que se pretenden solventar. La investigación ha consistido en la clasificación de los regímenes de humedad del suelo de la España Peninsular y su representación cartográfica. Se han considerado varios métodos de determinación de la evapotranspiración y varios modelos de estimación del régimen de humedad. La clasificación numérica de los regímenes de 467 localidades ha permitido su agrupamiento en clases y su subdivisión natural. El contraste de esta información con la aportada por la cartografía de series de vegetación, mediante un sistema de información geográfica tipo reticular, ha servido para afinar los mapas. El resultado revela que un modelo modificado sirve para subsanar las indefiniciones y posibilita la adaptación de los grupos a las condiciones naturales. SUMMARY The soil moisture regime defined by the Soil Taxonomy (Soil Survey StafF, 1975, 1994) has been determined by Newhall's simulation model from climatic data. This classification presents some diffículties as gaps and overlaps in the definitions, that we have tried to solve. The soil moisture regimes have been determined by different methods and the results have been classified and mapped. We have compared differents methods of evapotranspiration estimation. A simple modification of Newhall's model matchs better the natural conditions of Spain when comparing with the potential vegatation. A ráster geographical information system has been used to overlay the information layers. As result of the numerical classification of soil moistures regimes of 467 sites, the regimes have been grouped in classes adapted to the natural conditions of Spain. We have compared the results with the potential vegetation map in order to tune the soil moisture regime boundaries. We propose a new soil moisture regimes classification divided in two categories. This classification is adapted to Spanish natural conditions.

Towards measuring the complexity of introducing semantics into a company

The Semantics Difficulty Model (SDM) is a model that measures the difficult of introducing semantics technology into a company. SDM manages three descriptions of stages, which we will refer to as ?snapshots?: a company semantic snapshot, data snapshot and semantic application snapshot. Understanding a priory the complexity of introducing semantics into a company is important because it allows the organization to take early decisions, thus saving time and money, mitigating risks and improving innovation, time to market and productivity. SDM works by measuring the distance between each initial snapshot and its reference models (the company semantic snapshots reference model, data snapshots reference model, and the semantic application snapshots reference model) with Euclidian distances. The difficulty level will be "not at all difficult" when the distance is small, and becomes "extremely difficult" when the the distance is large. SDM has been tested experimentally with 2000 simulated companies with arrangements and several initial stages. The output is measured by five linguistic values: "not at all difficult, slightly difficult, averagely difficult, very difficult and extremely difficult". As the preliminary results of our SDM simulation model indicate, transforming a search application into integrated data from different sources with semantics is a "slightly difficult", in contrast with data and opinion extraction applications for which it is "very difficult".

Integrated assessment of policy interventions for promoting sustainable irrigation in semi-arid environments: A hydro-economic modeling approach

Sustaining irrigated agriculture to meet food production needs while maintaining aquatic ecosystems is at the heart of many policy debates in various parts of the world, especially in arid and semi-arid areas. Researchers and practitioners are increasingly calling for integrated approaches, and policy-makers are progressively supporting the inclusion of ecological and social aspects in water management programs. This paper contributes to this policy debate by providing an integrated economic-hydrologic modeling framework that captures the socio-economic and environmental effects of various policy initiatives and climate variability. This modeling integration includes a risk-based economic optimization model and a hydrologic water management simulation model that have been specified for the Middle Guadiana basin, a vulnerable drought-prone agro-ecological area with highly regulated river systems in southwest Spain. Namely, two key water policy interventions were investigated: the implementation of minimum environmental flows (supported by the European Water Framework Directive, EU WFD), and a reduction in the legal amount of water delivered for irrigation (planned measure included in the new Guadiana River Basin Management Plan, GRBMP, still under discussion). Results indicate that current patterns of excessive water use for irrigation in the basin may put environmental flow demands at risk, jeopardizing the WFD s goal of restoring the ?good ecological status? of water bodies by 2015. Conflicts between environmental and agricultural water uses will be stressed during prolonged dry episodes, and particularly in summer low-flow periods, when there is an important increase of crop irrigation water requirements. Securing minimum stream flows would entail a substantial reduction in irrigation water use for rice cultivation, which might affect the profitability and economic viability of small rice-growing farms located upstream in the river. The new GRBMP could contribute to balance competing water demands in the basin and to increase economic water productivity, but might not be sufficient to ensure the provision of environmental flows as required by the WFD. A thoroughly revision of the basin s water use concession system for irrigation seems to be needed in order to bring the GRBMP in line with the WFD objectives. Furthermore, the study illustrates that social, economic, institutional, and technological factors, in addition to bio-physical conditions, are important issues to be considered for designing and developing water management strategies. The research initiative presented in this paper demonstrates that hydro-economic models can explicitly integrate all these issues, constituting a valuable tool that could assist policy makers for implementing sustainable irrigation policies.

Evaluating alternative industrial network organizations and information systems

Purpose – The purpose of this paper is to present a simulation‐based evaluation method for the comparison of different organizational forms and software support levels in the field of supply chain management (SCM). Design/methodology/approach – Apart from widely known logistic performance indicators, the discrete event simulation model considers explicitly coordination cost as stemming from iterative administration procedures. Findings - The method is applied to an exemplary supply chain configuration considering various parameter settings. Curiously, additional coordination cost does not always result in improved logistic performance. Influence factor variations lead to different organizational recommendations. The results confirm the high importance of (up to now) disregarded dimensions when evaluating SCM concepts and IT tools. Research limitations/implications – The model is based on simplified product and network structures. Future research shall include more complex, real world configurations. Practical implications – The developed method is designed for the identification of improvement potential when SCM software is employed. Coordination schemes based only on ERP systems are valid alternatives in industrial practice because significant investment IT can be avoided. Therefore, the evaluation of these coordination procedures, in particular the cost due to iterations, is of high managerial interest and the method provides a comprehensive tool for strategic IT decision making. Originality/value – Reviewed literature is mostly focused on the benefits of SCM software implementations. However, ERP system based supply chain coordination is still widespread industrial practice but associated coordination cost has not been addressed by researchers.

AquaData and AquaGIS: Two computer utilities for temporal and spatial simulations of water-limited yield with AquaCrop.

The crop simulation model AquaCrop, recently developed by FAO can be used for a wide range of purposes. However, in its present form, its use over large areas or for applications that require a large number of simulations runs (e.g., long-term analysis), is not practical without developing software to facilitate such applications. Two tools for managing the inputs and outputs of AquaCrop, named AquaData and AquaGIS, have been developed for this purpose and are presented here. Both software utilities have been programmed in Delphi v. 5 and in addition, AquaGIS requires the Geographic Information System (GIS) programming tool MapObjects. These utilities allow the efficient management of input and output files, along with a GIS module to develop spatial analysis and effect spatial visualization of the results, facilitating knowledge dissemination. A sample of application of the utilities is given here, as an AquaCrop simulation analysis of impact of climate change on wheat yield in Southern Spain, which requires extensive input data preparation and output processing. The use of AquaCrop without the two utilities would have required approximately 1000 h of work, while the utilization of AquaData and AquaGIS reduced that time by more than 99%. Furthermore, the use of GIS, made it possible to perform a spatial analysis of the results, thus providing a new option to extend the use of the AquaCrop model to scales requiring spatial and temporal analyses.

Development of an Elevated Temperature Loop Heat Pipe for Space Applications and Investigation of Non Condensable Gas Impact on its Performance

Un caloducto en bucle cerrado o Loop Heat Pipe (LHP) es un dispositivo de transferencia de calor cuyo principio de operación se basa en la evaporación/condensación de un fluido de trabajo, que es bombeado a través de un circuito cerrado gracias a fuerzas de capilaridad. Gracias a su flexibilidad, su baja masa y su mínimo (incluso nulo) consumo de potencia, su principal aplicación ha sido identificada como parte del subsistema de control térmico de vehículos espaciales. En el presente trabajo se ha desarrollado un LHP capaz de funcionar eficientemente a temperaturas de hasta 125 oC, siguiendo la actual tendencia de los equipos a bordo de satélites de incrementar su temperatura de operación. En la selección del diseño optimo para dicho LHP, la compatibilidad entre materiales y fluido de trabajo se identificó como uno de los puntos clave. Para seleccionar la mejor combinación, se llevó a cabo una exhaustiva revisión del estado del arte, además de un estudio especifico que incluía el desarrollo de un banco de ensayos de compatibilidad. Como conclusión, la combinación seleccionada como la candidata idónea para ser integrada en el LHP capaz de operar hasta 125 oC fue un evaporador de acero inoxidable, líneas de titanio y amoniaco como fluido de trabajo. En esa línea se diseñó y fabricó un prototipo para ensayos y se desarrolló un modelo de simulación con EcosimPro para evaluar sus prestaciones. Se concluyó que el diseño era adecuado para el rango de operación definido. La incompatibilidad entre el fluido de trabajo y los materiales del LHP está ligada a la generación de gases no condensables. Para un estudio más detallado de los efectos de dichos gases en el funcionamiento del LHP se analizó su comportamiento con diferentes cantidades de nitrógeno inyectadas en su cámara de compensación, simulando un gas no condensable formado en el interior del dispositivo. El estudio se basó en el análisis de las temperaturas medidas experimentalmente a distintos niveles de potencia y temperatura de sumidero o fuente fría. Adicionalmente, dichos resultados se compararon con las predicciones obtenidas por medio del modelo en EcosimPro. Las principales conclusiones obtenidas fueron dos. La primera indica que una cantidad de gas no condensable más de dos veces mayor que la cantidad generada al final de la vida de un satélite típico de telecomunicaciones (15 años) tiene efectos casi despreciables en el funcionamiento del LHP. La segunda es que el principal efecto del gas no condensable es una disminución de la conductancia térmica, especialmente a bajas potencias y temperaturas de sumidero. El efecto es más significativo cuanto mayor es la cantidad de gas añadida. Asimismo, durante la campaña de ensayos se observó un fenómeno no esperado para grandes cantidades de gas no condensable. Dicho fenómeno consiste en un comportamiento oscilatorio, detectado tanto en los ensayos como en la simulación. Este efecto es susceptible de una investigación más profunda y los resultados obtenidos pueden constituir la base para dicha tarea. ABSTRACT Loop Heat Pipes (LHPs) are heat transfer devices whose operating principle is based on the evaporation/condensation of a working fluid, and which use capillary pumping forces to ensure the fluid circulation. Thanks to their flexibility, low mass and minimum (even null) power consumption, their main application has been identified as part of the thermal control subsystem in spacecraft. In the present work, an LHP able to operate efficiently up to 125 oC has been developed, which is in line with the current tendency of satellite on-board equipment to increase their operating temperatures. In selecting the optimal LHP design for the elevated temperature application, the compatibility between the materials and working fluid has been identified as one of the main drivers. An extensive literature review and a dedicated trade-off were performed, in order to select the optimal combination of fluids and materials for the LHP. The trade-off included the development of a dedicated compatibility test stand. In conclusion, the combination of stainless steel evaporator, titanium piping and ammonia as working fluid was selected as the best candidate to operate up to 125 oC. An LHP prototype was designed and manufactured and a simulation model in EcosimPro was developed to evaluate its performance. The first conclusion was that the defined LHP was suitable for the defined operational range. Incompatibility between the working fluid and LHP materials is linked to Non Condensable Gas (NCG) generation. Therefore, the behaviour of the LHP developed with different amounts of nitrogen injected in its compensation chamber to simulate NCG generation, was analyzed. The LHP performance was studied by analysis of the test results at different temperatures and power levels. The test results were also compared to simulations in EcosimPro. Two additional conclusions can be drawn: (i) the effects of an amount of more than two times the expected NCG at the end of life of a typical telecommunications satellite (15 years) is almost negligible on the LHP operation, and (ii) the main effect of the NCG is a decrease in the LHP thermal conductance, especially at low temperatures and low power levels. This decrease is more significant with the progressive addition of NCG. An unexpected phenomenon was observed in the LHP operation with large NCG amounts. Namely, an oscillatory behaviour, which was observed both in the tests and the simulation. This effect provides the basis for further studies concerning oscillations in LHPs.

Comportamiento hidrológico de cuencas de media montaña españolas: efectos de los procesos de acumulación / fusión de nieve en terrenos permeables sobre la infiltración y régimen de caudales Alto Tajo

La infiltración de agua en el suelo y la recarga profunda del agua subterránea contenida en los acuíferos es un proceso lento en relación con otros fenómenos hidrológicos. La redacción de esta tesis ha pretendido contribuir al estudio de la influencia que el almacenamiento de la precipitación sólida en forma de manto de nieve y su eventual fusión puedan tener sobre dicho proceso en áreas de media montaña (1.000 – 2.000 m.) en las que con gran frecuencia se sitúan las cabeceras de los ríos peninsulares. Para ello se ha partido del análisis de las diferentes variables intervinientes durante un determinado periodo temporal y sobre un espacio geográfico concreto, por lo que su metodología es de naturaleza empírica. La extensión del periodo (2002/03 a 2010/11) ha venido condicionada por la disponibilidad de los valores de algunas de sus principales variables, como han sido el equivalente en agua de la nieve acumulada y los caudales procedentes de su fusión. Éstos se han obtenido como resultado de la aplicación del modelo ASTER, desarrollado en el programa de Evaluación de los Recursos Hídricos procedentes de la Innivación (ERHIN), calibrado – entre otros- con datos de precipitaciones, temperatura y caudales provenientes a su vez del Sistema Automático de Información Hidrológica (SAIH). Ambos programas fueron implantados por la Administración en las diferentes Confederaciones Hidrográficas y en determinados Organismos de cuenca actuales, en cuyo desarrollo participó el autor de esta tesis. En cuanto a la zona de estudio se ha procedido a su elección considerando las posibles áreas de media montaña en las que la presencia de la nieve fuera hidrológicamente significativa y estuvieran constituidas litológicamente por afloramientos permeables que no impidieran la infiltración en el terreno y la formación de acuíferos de cierta relevancia. El interés se centró discrecionalmente en la cuenca del Tajo, tanto por el carácter estratégico de la misma -como suministradora en la actualidad de excedentes a otras cuencas deficitarias- como por el valor representativo de sus condiciones climáticas y orográficas en relación con otras cuencas hidrográficas peninsulares. Para ello se partió de las cabeceras de ríos identificadas por el programa ERHIN por su interés nivológico para la implantación del modelo ASTER y de las Masas de Agua Subterráneas MASb (antes Unidades Hidrogeológicas UUHH) definidas en los planes hidrológicos. La intersección en el territorio de ambos criterios condujo, finalmente, a la zona del Alto Tajo, en la que se cumplen ambos requisitos. El tramo quedó concretado en el comprendido entre las cabeceras de los ríos Tajo y Guadiela y la cola de los embalses de Entrepeñas y Buendía respectivamente, puntos de cierre para la calibración llevada a cabo en la modelización ASTER. Gran parte de éste discurre, en su parte alta, sobre rocas carbonatadas (calizas y dolomías del Jurásico y Cretácico), relacionados con las MASb de Tajuña-Montes Universales, Molina de Aragón y Sigüenza-Maranchón. Los valores diarios de las reservas de agua en forma de nieve, evapotranspiración y caudales procedentes de la fusión se han obtenido a partir de los resultados del mencionado modelo, procediéndose al cálculo de la infiltración por balance hídrico durante el periodo de estudio considerado, teniendo en cuenta los valores de precipitación, evapotranspiración y aportaciones de caudales. Esto ha requerido el estudio previo de las condiciones hidrogeológicas de la zona seleccionada con objeto de conocer las posibles interconexiones subterráneas que pudieran alterar los saldos entre las variables intervinientes anteriormente citadas. Para ello se ha llevado a cabo la recopilación y análisis de la información hidrogeológica correspondiente a la documentación de los planes hidrológicos del Tajo (Plan Hidrológico de la cuenca del Tajo RD 1664/1998 y el actual Plan Hidrológico de la parte española de la Demarcación Hidrográfica del Tajo RD 270/2014) y de los estudios previos realizados por el organismo de cuenca y el Instituto Geológico y Minero de España (lGME) fundamentalmente. En relación con la MASb Tajuña-Montes Universales -cuya extensión supera la zona seleccionada- dichos estudios consideran su estructura geológica y distribución litológica, con intercalaciones impermeables que actúan como barreras, dividiendo a éstas en Subunidades e identificando las zonas de drenaje de sus respectivos acuíferos. También se ha considerado la documentación y estudios previos del Plan Hidrológico Nacional sobre las Unidades Hidrogeológicas compartidas entre ámbitos geográficos de diferentes planes hidrológicos. Se concluye que las divisorias hidrográficas de las cabeceras son sensiblemente coincidentes o abarcan las Subunidades Montes Universales meridionales, Priego, Cifuentes, Zaorejas, u Montes Universales septentrionales, que drenan hacia el Tajo/Guadiela (bien directamente, bien a través de afluentes como el Gallo, Ablanquejo, Cabrillas, Cuervo…), MASb Molina de Aragón, que drena al Tajo a través del río Gallo y MASb Sigüenza—Maranchón, que drena su parte correspondiente hacia el Tajo a través del Ablanquejo. Se descartan – salvo la pequeña salvedad del manantial de Cifuentes- las conexiones hidrogeológicas con otras MASb o Subunidades por lo que las cabeceras del Tajo y del Guadiela pueden considerarse como un Sistema independiente donde las precipitaciones no evaporadas escurren superficialmente o se infiltran y descargan hacia los embalses de Entrepeñas y Buendía. La cuantificación diaria y acumulada de los balances hídricos ha permitido calcular la evolución aproximada de las reservas de agua subterránea desde la fecha inicial. Originalmente los balances se realizaron de forma separada en las cabeceras del Tajo y del Guadiela, cuyos valores acumulados manifestaron una tendencia creciente en la primera y decreciente en la segunda. Dicha situación se equilibra cuando el balance se practica conjuntamente en ambas, apreciándose en la variación del volumen de agua subterránea una evolución acorde hidrológicamente con los ciclos de verano/invierno y periodos de sequía, manteniéndose sus valores medios a largo/medio plazo, poniendo en evidencia la existencia de interconexiones subterráneas entre ambas cuencas. El balance conjunto, agregando la cabecera del Tajuña (que también comparte los materiales permeables de la MASb Tajuña-Montes Universales) no reveló la existencia de nuevas interrelaciones hidrogeológicas que influyeran en los balances hídricos realizados Tajo/Guadiela, confirmando las conclusiones de los estudios hidrogeológicos anteriormente analizados. Se ha procedido a confrontar y validar los resultados obtenidos de la evolución de las reservas de agua subterránea mediante los siguientes procedimientos alternativos: - Cálculo de los parámetros de desagüe de la curva de agotamiento correspondiente al volumen de agua subterránea drenante hacia el Tajo/Guadiela. Éste se ha realizado a partir de las aportaciones mensuales entrantes en los embalses de Entrepeñas y Buendía durante los meses de junio, julio, agosto y septiembre, cuyos valores responden al perfil típico de descargas de un acuífero. A partir de éstos se ha determinado el volumen drenante correspondiente al primero de junio de cada año de la serie histórica considerada. - Determinación del caudal base por el método Wallingford y deducción de los volúmenes drenantes. Estimación de las recarga anuales - Cuantificación de la recarga anual por el método Sanz, Menéndez Pidal de Navascués y Távara. Se obtuvieron valores de recarga muy aproximados entre los calculados por los dos últimos procedimientos citados. Respecto a las reservas de agua subterránea almacenadas siguen una evolución semejante en todos los casos, lo que ha permitido considerar válidos los resultados conseguidos mediante balance hídrico. Confirmada su solidez, se han buscado correlaciones simples entre el volumen de las reservas subterráneas (como indicador estimativo del efecto de la infiltración) y los volúmenes procedentes de la fusión. La conclusión es que estos últimos no tienen un efecto determinante a escala anual sobre la infiltración,recarga y variación de los volúmenes de agua subterránea, frente al peso de otras variables (precipitación y evapotranspiración). No obstante se ha encontrado una buena correlación múltiple entre la recarga estimada y la precipitación eficaz (precipitación menos evapotranspiración) y fusión, que ha permitido cuantificar la contribución de esta última. Posteriormente se ha recurrido a la selección de los episodios más intensos de acumulación /fusión en las cabeceras del Tajo y Guadiela. Y se procedió a la comparación entre los resultados obtenidos por aplicación del modelo de simulación en los mismos periodos (normalmente de varios días de duración) con datos reales y con datos ficticios de temperatura que anularan o disminuyeran la presencia de nieve, apreciándose una gran sensibilidad del efecto de la temperatura sobre la evapotranspiración y estableciéndose nuevamente correlaciones lineales entre los volúmenes de fusión y el incremento de reservas subterráneas. Las mismas confirman el efecto “favorecedor” de la acumulación de agua en forma de nieve y su posterior licuación, sobre sobre la infiltración de agua en el suelo y almacenamiento subterráneo. Finalmente se establecieron varios escenarios climáticos (+1ºC; +3ºC; +1ºC y – 10% precipitación; y 3ºC – 10% precipitación) compatibles con las previsiones del IPCC para mediados y finales del presente siglo, determinándose mediante simulación ASTER los correspondientes valores de fusión. La correlación establecida a escala anual ha permitido evaluar el efecto de la disminución del volumen de fusión - en los diferentes escenarios – sobre la recarga, pronosticando un descenso de los caudales de estiaje y la desaparición del “efecto nieve” sobre la infiltración y recarga con un aumento de 3ºC de temperatura. Teniendo en cuenta las condiciones de representatividad de la zona elegida, resulta verosímil la extensión de las anteriores conclusiones a otras cabeceras fluviales enclavadas en áreas de media montaña situadas entre 1000 a 2000m y sus efectos aguas abajo.Water infiltration into the soil and groundwater recharge deep water in aquifers is slow relative to other hydrological phenomena. The wording of this thesis aims to contribute to the study of the influence that the storage of solid precipitation as snow cover and its eventual melting may have on this process in mid-mountain areas (1000 - 2,000 m) where very often the headwaters of the peninsular rivers are located. For this party analysis of the different variables involved has over a given time period and a particular geographical area, so that their methodology is empirical in nature. The extension of the period (2002/03 to 2010/11) has been conditioned by the availability of the values of some of its key variables, as were the water equivalent of the snow and flows from melting. These have been obtained as a result of the application of ASTER model, developed in the program Evaluation of Water Resources from the Innivation (ERHIN), calibrated - among others data of rainfall, temperature and flow from turn System Automatic Hydrological Information (SAIH). Both programs were implemented by the Administration in the different Water Boards and to undertakings for current basin, in which the author participated development of this thesis. As for the study area has proceeded at its option considering the possible areas of midmountain in the presence of snow outside hydrological meaningful and they were lithology consisting of permeable outcrops that did not prevent infiltration into the ground and forming aquifers of some significance. We were interested discretion in the Tagus basin, therefore the strategic nature of it, as currently supplying surplus to other basins deficit- as the representative value of its climate and terrain conditions in relation to other peninsular river basins . To do this we started from the headwaters identified by the ERHIN program for its implementation snow interest to the ASTER model and Ground Water Bodies MASb (before UUHH Hydrogeological Units) defined in hydrological plans. The intersection in the territory of both criteria led eventually to the Alto Tajo, in which both requirements are met. The section was finalized in the period between the headwaters of the Tagus and Guadiela rivers and reservoirs end Entrepeñas and Buendia respectively checking points for calibration performed in ASTER modeling. Much of it runs on carbonate rocks (limestones and dolomites of Jurassic and Cretaceous) related MASb of Tajuña -Montes Universal, Molina de Aragón and Sigüenza-Maranchón. The daily values of water reserves in the form of snow, evapotranspiration and flow from melting were obtained from the results of this model, proceeding to the calculation of infiltration water balance during the study period considered, taking into account values of precipitation, evapotranspiration and input flow. This has required the prior examination of the hydrogeological conditions of your required in order to know the possible underground interconnections that could alter the balance between the intervening variables aforementioned area. For this we have carried out the collection and analysis of hydrogeological information relevant documentation Tagus river management plans (Hydrological Plan Tajo Basin RD 1664/1998 and the current Hydrological Plan of the Spanish part of the River Basin Tagus RD 270/2014) and previous studies by the basin organization and the Geological Survey of Spain (IGME) mainly. Regarding the MASb Tajuña- Montes Universal - whose length exceeds the area selected - these studies consider its geological structure and lithology distribution with waterproof collations that act as barriers, dividing it into subunits and identifying areas draining their respective aquifers. It has also considered the documentation and previous studies of the National Hydrological Plan on shared among different geographical areas management plans Hydrogeological Units. We conclude that river dividing the headers are substantially coincident or covering Subunits southern Universal Montes, Priego Cifuentes, Zaorejas and northern Universal Mounts, which drain into the Tagus / Guadiela (either directly or through tributaries such as Gallo, Ablanquejo , whitecaps , Raven ...), MASb Molina de Aragón which drains through the Tajo del Gallo and MASb Sigüenza- Maranchón river that drains into the Tagus using the Ablanquejo . Discarded - except the small exception of spring Cifuentes -hydrogeological connections with other MASb or Subunits so the headwaters of the Tagus and Guadiela be considered as a separate system, where rainfall not evaporated runs on surface or infiltrates and eventually discharged into reservoirs Entrepeñas and Buendia. The daily and cumulative quantification of water balances allowed us to compute the approximate evolution of groundwater reserves from its initial date. Initially balances were performed separately in the headwaters of the Tagus and Guadiela, whose cumulative values showed an increasing trend in the first and decreasing in the second. This situation is balanced when the balance is practiced together in both , appreciating the change in volume of groundwater hydrological evolution commensurate with the cycles of summer / winter and drought periods , keeping their average long / medium term values and putting in shows the existence of underground interconnections between the two basins. The overall balance, adding header Tajuña (which also shares the permeable materials MASb Tajuña -Montes Universal ) did not reveal the existence of new hydrogeological interrelationships that influenced water balances made Tajo / Guadiela, confirming the findings of the hydrogeological studies previously analyzed. We proceeded to confront and validate the results of the evolution of groundwater reserves by the following alternative procedures: - Calculate the parameters drain depletion curve corresponding to the volume of groundwater draining into the Tajo / Guadiela. This has been made from monthly inflows in the reservoirs of Entrepeñas and Buendia during the months of June, July, August and September, whose values match the typical profile of an aquifer discharges. From these has been determined for the first of June each year of the time series considered drainage volume - Determination of base flow by Wallingford method and deduction of drainage volumes. Estimate of annual recharge - Quantification of the annual recharge by the method Sanz Menéndez Pidal of Navascués and Távara. Very approximate values recharge between calculated for the last two mentioned methods were obtained. Concerning groundwater reserves stored follow a similar pattern in all cases, allowing consider valid the results achieved through water balance. Confirmed its robustness, simple correlations were sought between the volume of groundwater reserves (as estimated indicator of the effect of infiltration) and volumes from the melting. The conclusion is that the latter do not have a decisive effect on the annual scale infiltration, recharge and variation in volumes of groundwater, against the weight of other variables (precipitation and evapotranspiration). However found a good multiple correlation between the estimated recharge and effective precipitation (precipitation minus evapotranspiration) and fusion, which allowed quantify the contribution of the latter. Subsequently it has resorted to the selection of the most intense episodes of accumulation / melting in the headwaters of the Tagus and Guadiela. And we proceeded to the comparison between the results obtained by application of the simulation model in the same periods (usually several days) with real data and fictitious temperature data to annul or decrease the presence of snow, appreciating a great sensitivity of the effect of temperature on evapotranspiration and establishing linear correlations between the volumes of melting and increased groundwater reserves again. They confirm the “flattering " effect of water accumulation as snow and subsequent liquefaction of the infiltration of water into the soil and underground storage. Finally various climate scenarios (+1ºC; +3ºC; +1ºC y – 10% precipitation; y 3ºC – 10% precipitation) were established consistent with IPCC projections for mid - to late - century, determined through simulation ASTER corresponding values of melting. The correlation established on an annual scale has allowed to evaluate the effect of decreasing the volume of melt - in different scenarios - on recharge, predicting a decline in low flows and the disappearance of "snow effect" on infiltration and recharge with an increase of 3°C temperature. Given the conditions of representativeness of the chosen area, plausible extension of the above findings to other landlocked headwaters in mid-mountain areas located between 1000 to 2000m and its downstream effects.

Validation Study of the Use of Matlab/Simulink Synchronous-Machine Block for Accurate Power-Plant Stability Studies

This paper presents results of the validity study of the use of MATLAB/Simulink synchronous-machine block for power-system stability studies. Firstly, the waveforms of the theoretical synchronous-generator short-circuit currents are described. Thereafter, the comparison between the currents obtained through the simulation model in the sudden short-circuit test, are compared to the theoretical ones. Finally, the factory tests of two commercial generating units are compared to the response of the synchronous generator simulation block during sudden short-circuit, set with the same real data, with satisfactory results. This results show the validity of the use of this generator block for power plant simulation.

Modelización del efecto de la pendiente de la vía sobre el consumo de vehículos turismo

El presente trabajo tiene por objetivo generar una metodología validada que permita predecir el consumo de vehículos turismo circulando en cualquier tramo de vía a partir del perfil orográfico y del diagrama velocidad-tiempo. Para la generación de la metodología, se ha realizado un modelo de simulación con el programa ADVISOR que permite calcular el consumo de combustible para un determinado recorrido en el que se tiene en cuenta el perfil orográfico. Este modelo fue validado con datos reales medidos con equipos on-board y se usó para calcular el consumo de combustible diferencial debido al efecto de la pendiente de la vía, al poderse simular con y sin pendiente. Se realizaron múltiples simulaciones de recorridos con velocidad máxima variable con el fin de obtener un número significativo de datos. Con los resultados de las diferentes simulaciones, se realizó un estudio estadístico, para determinar las variables influyentes y se generó una función estadística (Ecuación de Consumo Estimado – ECE) que permite calcular el consumo de combustible debido a la pendiente de la vía, conociendo el consumo del vehículo en carretera llana (sin pendiente). Esta función estadística generada (ECE), se validó con datos reales medidos en tráfico real. Con el fin de darle generalidad y aplicabilidad a la función generada, y teniendo en cuenta que el consumo de combustible en carretera llana no está siempre disponible, se ha calculado el consumo de combustible sin pendiente utilizando la metodología Copert 4, metodología oficial desarrollada por la Agencia de Medio Ambiente de Europa (EEA) para la estimación de emisiones y consumo de combustible que está basada en datos experimentales pero que no tiene en cuenta la pendiente de la vía. La Ecuación de Consumo Estimado (ECE) aplicada a los consumos calculados por la metodología Copert 4, se valida también usando datos reales medidos en tráfico real y se comprueba que esta función se ajusta considerablemente bien a la realidad, con un error en el consumo acumulado frente al del ensayo real de un 1% y una correlación con el consumo instantáneo del ensayo real de 0,93. Se concluye, que la Función de Consumo Estimado (ECE), permite predecir el efecto de la pendiente sobre el consumo de combustible de un vehículo turismo en tráfico real con un error menor del 1%. Abstract This projects aims to develop a validated methodology that enables to predict cars consumption while circulating at any kind of road section based on its orographic outline and the speed-time diagram. In order to develop this methodology, a simulation model has been performed with the programme ADVISOR, that allows fuel consumption calculation for an specific route in which the orographic outline is considered. This model was validated by real data measured with an on-board equipment and it was used to calculate the differential fuel consumption caused by the effect of the slope on the road, as it was possible to simulate with or without slope. Many simulations were run with routes with variable maximum speed, aiming to obtain a significant amount of data. An statistical study was carried out with the results of those simulations with the purpose to determine the influential variables and an statistical function ( Estimated Consumption Equation – ECE) that enables fuel consumption calculation due to the road’s slope when the consumption of a vehicle on horizontal road (without any slope) is known. This statistical function (ECE) was validated by real data measured in real traffic conditions. With the purpose to generalise the function and increase its applicability, considering that the consumption of a vehicle on horizontal road is not always available, the nonslope fuel consumption has been calculated through Copert 4 methodology, which is the official methodology developed by the European Environmental Agency (EEA) for emissions and fuel consumption calculation based on experimental data, but without taking into consideration the road’s slope. The Estimated Consumption Equation (ECE) applied to the consumption calculated through Copert 4 methodology is also validated using real data measured in real traffic conditions. It was verified that this function considerably adjusts to reality, with an error on the accumulated consumption compared to the real test of 1% and a correlation with the real test immediate fuel consumption of 0,93. It is concluded that the Estimated Consumption Equation (ECE) enables to predict the effect of the slope on the fuel consumption of a car in real traffic conditions with an error less than 1%.