European sea bass, Dicentrarchus labrax, in a changing ocean

Ocean acidification, caused by rising concentrations of carbon dioxide (CO2), is widely considered to be a major global threat to marine ecosystems. To investigate the potential effects of ocean acidification on the early life stages of a commercially important fish species, European sea bass (Dicentrarchus labrax), 12 000 larvae were incubated from hatch through metamorphosis under a matrix of two temperatures (17 and 19 °C) and two seawater pCO2 levels (ambient and 1,000 µatm) and sampled regularly for 42 days. Calculated daily mortality was significantly affected by both temperature and pCO2, with both increased temperature and elevated pCO2 associated with lower daily mortality and a significant interaction between these two factors. There was no significant pCO2 effect noted on larval morphology during this period but larvae raised at 19 °C possessed significantly larger eyes and lower carbon:nitrogen ratios at the end of the study compared to those raised under 17 °C. Similarly, when the incubation was continued to post-metamorphic (juvenile) animals (day 67-69), fish raised under a combination of 19 °C and 1000 µatm pCO2 were significantly heavier. However, juvenile D. labrax raised under this combination of 19 °C and 1000 µatm pCO2 also exhibited lower aerobic scopes than those incubated at 19 °C and ambient pCO2. Most studies investigating the effects of near-future oceanic conditions on the early life stages of marine fish have used incubations of relatively short durations and suggested that these animals are resilient to ocean acidification. Whilst the increased survival and growth observed in this study supports this view, we conclude that more work is required to investigate whether the differences in juvenile physiology observed in this study manifest as negative impacts in adult fish.

The potential of ocean acidifi cation on suppressing larval development in the Pacifi c oyster Crassostrea gigas and blood cockle Arca infl ata Reeve

We evaluated the effect of pH on larval development in larval Pacific oyster (Crassostrea gigas) and blood cockle ( Arca inflata Reeve). The larvae were reared at pH 8.2 (control), 7.9, 7.6, or 7.3 beginning 30 min or 24 h post fertilization. Exposure to lower pH during early embryonic development inhibited larval shell formation in both species. Compared with the control, larvae took longer to reach the D-veliger stage when reared under pH 7.6 and 7.3. Exposure to lower pH immediately after fertilization resulted in significantly delayed shell formation in the Pacific oyster larvae at pH 7.3 and blood cockle larvae at pH 7.6 and 7.3. However, when exposure was delayed until 24 h post fertilization, shell formation was only inhibited in blood cockle larvae reared at pH 7.3. Thus, the early embryonic stages were more sensitive to acidified conditions. Our results suggest that ocean acidification will have an adverse effect on embryonic development in bivalves. Although the effects appear subtle, they may accumulate and lead to subsequent issues during later larval development.

Mixed effects of elevated pCO2 on fertilisation, larval and juvenile development and adult responses in the mobile subtidal scallop Mimachlamys asperrima (Lamarck, 1819)

Ocean acidification is predicted to have severe consequences for calcifying marine organisms especially molluscs. Recent studies, however, have found that molluscs in marine environments with naturally elevated or fluctuating CO2 or with an active, high metabolic rate lifestyle may have a capacity to acclimate and be resilient to exposures of elevated environmental pCO2. The aim of this study was to determine the effects of near future concentrations of elevated pCO2 on the larval and adult stages of the mobile doughboy scallop, Mimachlamys asperrima from a subtidal and stable physio-chemical environment. It was found that fertilisation and the shell length of early larval stages of M. asperrima decreased as pCO2 increased, however, there were less pronounced effects of elevated pCO2 on the shell length of later larval stages, with high pCO2 enhancing growth in some instances. Byssal attachment and condition index of adult M. asperrima decreased with elevated pCO2, while in contrast there was no effect on standard metabolic rate or pHe. The responses of larval and adult M. asperrima to elevated pCO2 measured in this study were more moderate than responses previously reported for intertidal oysters and mussels. Even this more moderate set of responses are still likely to reduce the abundance of M. asperrima and potentially other scallop species in the world's oceans at predicted future pCO2 levels.

Sistema de adquisición de datos basado en FPAA

Las FPAA´s son dispositivos analógicos programables. Estos dispositivos se basan en el uso de condensadores conmutados junto con amplificadores operacionales. Este tipo de tecnología presenta una serie de ventajas, ya que combinan las ventajas de dispositivos digitales, como la reprogramación en función de las variables del entorno que los rodean, con la diferencia de ser dispositivos analógicos, permitiendo la realización de una amplia gama de diseños analógicos en un solo chip. En este proyecto se ha realizado un estudio sobre el funcionamiento de los condensadores conmutados y su uso en el dispositivo AN221E04 del fabricante Anadigm. Una vez descrita la arquitectura del AN221E04 y explicadas las bases del funcionamiento de los condensadores conmutados, utilizando como ejemplo los modelos facilitados por Anadigm, se desarrolla un modelo de amplificador de instrumentación teórico y se describe la metodología para su implementación en un AN221E04 con el software Anadigm Designer 2. Una vez implementado este modelo de amplificador de instrumentación se han efectuado una serie de pruebas con el objetivo de estudiar la capacidad de estos dispositivos. Dichas pruebas ponen de manifiesto que las FPAA´s tienen una serie de ventajas a tener en cuenta a la hora de realizar diseños analógicos. La precisión obtenida por el modelo de amplificador de instrumentación realizado es más que aceptable, llegando a obtener errores de ganancia inferiores al 1% con ganancias de 200V/V sin tener la necesidad de realizar grandes ajustes. En las conclusiones de este estudio se exponen tanto ventajas como inconvenientes de la utilización de FPAA´s en diseños analógicos. La principal ventaja de este uso es el ahorro de costes, ya que una vez desarrollada una plataforma de diseño, la capacidad de reconfiguración permite utilizar dicha plataforma para un amplio abanico de aplicaciones, reduciendo el número de componentes y simplificando las etapas de diseño. Como desventaja, las FPAA´s tienen una serie de limitaciones qué hay que tener en cuenta en ciertos casos pudiendo hacer irrealizable un diseño concreto; como puede ser el valor máximo o mínimo de ganancia. The FPAA's are programmable analog devices. These devices rely on the use of switched capacitors together with operational amplifiers. This type of technology has a number of advantages, because they combine the advantages of digital devices such as the reprogramming function of the variables of the surrounding environment, with the difference being analog devices, allowing the realization of a wide range of designs analog on a single chip. This project has conducted a study on the operation of the switched capacitor and its use in the device AN221E04 from Anadigm. Having described the architecture of AN221E04 and explained the basis for the operation of the switched capacitor, using the example models provided by Anadigm is developing an instrumentation amplifier theory model and describes the methodology for implementation in a AN221E04 with the Anadigm Designer 2 software. Once implemented this instrumentation amplifier model, have made a series of tests in order to study the ability of these devices. These tests show that the FPAA's have a number of advantages to take into account when making analog designs. The accuracy obtained by the instrumentation amplifier model is made more than acceptable, earning gain errors of less than 1% with gains of 200V / V without the need for major adjustments. The conclusions of this study are presented both advantages and disadvantages of using FPAA's in analog designs. The main advantage of this application is the cost savings, because once developed a platform for design, reconfiguration capability allows you to use this platform for a wide range of applications, reducing component count and simplifying design stages. As a disadvantage, the FPAA's have a number of limitations which must be taken into account in certain cases may make impossible a specific design, such as the maximum or minimum gain, or the magnitude of the possible settings.

The role of cover crops in irrigated systems: water balance, nitrate leaching and soil mineral nitrogen accumulation

Soil salinity and salt leaching are a risk for sustainable agricultural production in many irrigated areas. This study was conducted over 3.5 years to determine how replacing the usual winter fallow with a cover crop (CC) affects soil salt accumulation and salt leaching in irrigated systems. Treatments studied during the period between summer crops were: barley (Hordeum vulgare L.), vetch (Vicia villosa L.) and fallow. Soil water content was monitored daily to a depth of 1.3 m and used with the numerical model WAVE to calculate drainage. Electrical conductivity (EC) was measured in soil solutions periodically, and in the soil saturated paste extracts before sowing CC and maize. Salt leaching was calculated multiplying drainage by total dissolved salts in the soil solution, and use to obtain a salt balance. Total salt leaching over the four winter fallow periods was 26 Mg ha−1, whereas less than 18 Mg ha−1 in the presence of a CC. Periods of salt gain occurred more often in the CC than in the fallow. By the end of the experiment, net salt losses occurred in all treatments, owing to occasional periods of heavy rainfall. The CC were more prone than the fallow to reduce soil salt accumulation during the early growth stages of the subsequent cash crop.

The role of cover crops in irrigated systems: Soil salinity and salt leaching

Soil salinity and salt leaching are a risk for sustainable agricultural production in many irrigated areas. This study was conducted over 3.5 years to determine how replacing the usual winter fallow with a cover crop (CC) affects soil salt accumulation and salt leaching in irrigated systems. Treatments studied during the period between summer crops were: barley (Hordeum vulgare L.), vetch (Vicia villosa L.) and fallow. Soil water content was monitored daily to a depth of 1.3 m and used with the numerical model WAVE to calculate drainage. Electrical conductivity (EC) was measured in soil solutions periodically, and in the soil saturated paste extracts before sowing CC and maize. Salt leaching was calculated multiplying drainage by total dissolved salts in the soil solution, and use to obtain a salt balance. Total salt leaching over the four winter fallow periods was 26 Mg ha−1, whereas less than 18 Mg ha−1 in the presence of a CC. Periods of salt gain occurred more often in the CC than in the fallow. By the end of the experiment, net salt losses occurred in all treatments, owing to occasional periods of heavy rainfall. The CC were more prone than the fallow to reduce soil salt accumulation during the early growth stages of the subsequent cash crop.

Inertial behavior of offshore devices

In the last years, there has been a continued growth in the number of offshore operations for handling large equipment and objects, with emphasis on installation and maintenance of devices for exploiting marine renewable energy like generators for harnessing wind, waves and currents energy. Considering the behaviour of these devices during manoeuvrings, and due to their size and by the interaction with the surrounding fluid, the effect of inertial forces and torques is very important, which requires a specific modelling. This paper especially discusses the masses and moments of inertia modelling problem, with the aim to use it in the simulation of the complex manoeuvres of these devices and in the automatic control systems designed for their offshore operations. Given the importance and complexity of the added mass modelling, a method for its early design identification, developed by the R&D Group on Marine Renewable Energy Technologies of the UPM (GITERM) and its use on special cases like emersion manoeuvres of devices from underwater to the surface will be presented.

Numerical and experimental study of the parametric rolling of a fisihing vessel in regular head waves

The dynamic behaviour of a fishing vessel in waves is studied in order to reveal its parametric rolling characteristics. This paper presents experimental and numerical results in longitudinal regular waves. The experimental results are compared against the results of a time-domain non-linear strip theory model of ship motions in six degrees-of-freedom. These results contribute to the validation of the parametric rolling prediction method, so that it can be used as an assessment tool to evaluate both the susceptibility and severity of occurrence of parametric rolling at the early design stage of these types of vessels.

Application of Bayesian approach in geotechnical engineering

En esta Tesis Doctoral se emplean y desarrollan Métodos Bayesianos para su aplicación en análisis geotécnicos habituales, con un énfasis particular en (i) la valoración y selección de modelos geotécnicos basados en correlaciones empíricas; en (ii) el desarrollo de predicciones acerca de los resultados esperados en modelos geotécnicos complejos. Se llevan a cabo diferentes aplicaciones a problemas geotécnicos, como es el caso de: (1) En el caso de rocas intactas, se presenta un método Bayesiano para la evaluación de modelos que permiten estimar el módulo de Young a partir de la resistencia a compresión simple (UCS). La metodología desarrollada suministra estimaciones de las incertidumbres de los parámetros y predicciones y es capaz de diferenciar entre las diferentes fuentes de error. Se desarrollan modelos "específicos de roca" para los tipos de roca más comunes y se muestra cómo se pueden "actualizar" esos modelos "iniciales" para incorporar, cuando se encuentra disponible, la nueva información específica del proyecto, reduciendo las incertidumbres del modelo y mejorando sus capacidades predictivas. (2) Para macizos rocosos, se presenta una metodología, fundamentada en un criterio de selección de modelos, que permite determinar el modelo más apropiado, entre un conjunto de candidatos, para estimar el módulo de deformación de un macizo rocoso a partir de un conjunto de datos observados. Una vez que se ha seleccionado el modelo más apropiado, se emplea un método Bayesiano para obtener distribuciones predictivas de los módulos de deformación de macizos rocosos y para actualizarlos con la nueva información específica del proyecto. Este método Bayesiano de actualización puede reducir significativamente la incertidumbre asociada a la predicción, y por lo tanto, afectar las estimaciones que se hagan de la probabilidad de fallo, lo cual es de un interés significativo para los diseños de mecánica de rocas basados en fiabilidad. (3) En las primeras etapas de los diseños de mecánica de rocas, la información acerca de los parámetros geomecánicos y geométricos, las tensiones in-situ o los parámetros de sostenimiento, es, a menudo, escasa o incompleta. Esto plantea dificultades para aplicar las correlaciones empíricas tradicionales que no pueden trabajar con información incompleta para realizar predicciones. Por lo tanto, se propone la utilización de una Red Bayesiana para trabajar con información incompleta y, en particular, se desarrolla un clasificador Naïve Bayes para predecir la probabilidad de ocurrencia de grandes deformaciones (squeezing) en un túnel a partir de cinco parámetros de entrada habitualmente disponibles, al menos parcialmente, en la etapa de diseño. This dissertation employs and develops Bayesian methods to be used in typical geotechnical analyses, with a particular emphasis on (i) the assessment and selection of geotechnical models based on empirical correlations; on (ii) the development of probabilistic predictions of outcomes expected for complex geotechnical models. Examples of application to geotechnical problems are developed, as follows: (1) For intact rocks, we present a Bayesian framework for model assessment to estimate the Young’s moduli based on their UCS. Our approach provides uncertainty estimates of parameters and predictions, and can differentiate among the sources of error. We develop ‘rock-specific’ models for common rock types, and illustrate that such ‘initial’ models can be ‘updated’ to incorporate new project-specific information as it becomes available, reducing model uncertainties and improving their predictive capabilities. (2) For rock masses, we present an approach, based on model selection criteria to select the most appropriate model, among a set of candidate models, to estimate the deformation modulus of a rock mass, given a set of observed data. Once the most appropriate model is selected, a Bayesian framework is employed to develop predictive distributions of the deformation moduli of rock masses, and to update them with new project-specific data. Such Bayesian updating approach can significantly reduce the associated predictive uncertainty, and therefore, affect our computed estimates of probability of failure, which is of significant interest to reliability-based rock engineering design. (3) In the preliminary design stage of rock engineering, the information about geomechanical and geometrical parameters, in situ stress or support parameters is often scarce or incomplete. This poses difficulties in applying traditional empirical correlations that cannot deal with incomplete data to make predictions. Therefore, we propose the use of Bayesian Networks to deal with incomplete data and, in particular, a Naïve Bayes classifier is developed to predict the probability of occurrence of tunnel squeezing based on five input parameters that are commonly available, at least partially, at design stages.

Caracterización y análisis comparativo del comportamiento medioambiental de los materiales de aislamiento térmico utilizados en la envolvente del edificio, en función del sistema constructivo y de la situación geográfica

La construcción es uno de los causantes de mayor impacto ambiental y energético en el entorno. Por ello, los profesionales del sector deben empezar a cambiar la manera en la que diseñan la arquitectura, incorporando técnicas y parámetros sostenibles desde las primeras etapas del diseño, controlando la elección de los materiales y las soluciones constructivas. A través de las Declaraciones Ambientales de Producto (DAP) es posible conocer el perfil ambiental de los productos de la construcción, sin embargo, la mayoría de estos documentos solo poseen información de la etapa de producto (A1-A3) y de la etapa de fin de vida, contemplando solo un tipo de tratamiento (vertedero o incineración). Lo que propone esta investigación es generar información medioambiental del resto de las etapas del ciclo de vida relacionado con el producto, haciendo especial hincapié en la etapa de transporte (A4), puesta en obra (A5), transporte de obra a planta de tratamiento (C2) y etapa de fin de vida con vertedero e incineración. Para la realización de la investigación se ha generado un Inventario de Ciclo de Vida (ICV) con valores medios facilitados por las empresas. El ámbito de actuación es la península ibérica, considerándose un transporte en camión. La evaluación ambiental se ha realizado con la herramienta informática SimaPro (versión 7.3.3). Para los procesos que no han podido ser modelizados por falta de información, se ha recurrido a la base de datos Ecoinvent (versión 2.0). Las categorías de impacto analizadas son las contempladas en la UNE-EN ISO 15804+A1. Con esta investigación se propone una catalogación medioambiental del material de aislamiento térmico según los impactos asociados al transporte, puesta en obra y fin de vida del producto para que el prescriptor pueda escoger qué material es el más adecuado a incorporar en el proyecto, desde el punto de vista medioambiental. ABSTRACT _ Construction is one of the main causes of environmental and energy impacts in the environment. Therefore, the professionals of the sector should begin changing the way they design architecture, incorporating sustainable techniques and parameters from the first design stages, controlling the choice of materials and building solutions. It is possible to know the environmental profile of construction products through Environmental Product Declarations (EPD). However, most of these documents only provide information for the product stage (A1-A3) and the end-of-life stage, taking into account only one type of treatment (landfill or incineration). This research proposes the generation of environmental information for the rest of the life cycle stages related to the product, with particular emphasis on the transportstage (A4), construction installation (A5), transport from the construction site to the recycling facilities (C2) and end-of-life stage with landfill and incineration. A Life Cycle Inventory (LCI) has been generated for the development of the research, with mean values provided by the firms. The scope of action is the Iberian Peninsula, considering transport by lorry. The environmental assessment has been carried out with the SimaPro software (version 7.3.3). The Ecoinvent database (version 2.0) has been used for the processes that couldn’t be modelled due to lack of information. The impact categories analysed are those considered in standard UNE-EN ISO 15804+A1. This research proposes an environmental cataloguing of the thermal insulation material depending on the impacts associated with transport, construction installation and end-of-life of the product so that the prescriber might choose which material is the most suitable to implement in the project from an environmental point of view.