5 resultados para bounded gaps

em Universidad Politécnica de Madrid


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We studied the coastal zone of the Tavoliere di Puglia plain, (Puglia region, southern Italy) with the aim to recognize the main unconformities, and therefore, the unconformity-bounded stratigraphic units (UBSUs; Salvador 1987, 1994) forming its Quaternary sedimentary fill. Recognizing unconformities is particularly problematic in an alluvial plain, due to the difficulties in distinguishing the unconformities that bound the UBSUs. So far, the recognition of UBSUs in buried successions has been made mostly by using seismic profiles. Instead, in our case, the unavailability of the latter has prompted us to address the problem by developing a methodological protocol consisting of the following steps: I) geological survey in the field; II) draft of a preliminary geological setting based on the field-survey results; III) dating of 102 samples coming from a large number of boreholes and some outcropping sections by means of the amino acid racemization (AAR) method applied to ostracod shells and 14C dating, filtering of the ages and the selection of valid ages; IV) correction of the preliminary geological setting in the light of the numerical ages; definition of the final geological setting with UBSUs; identification of a ‘‘hypothetical’’ or ‘‘attributed time range’’ (HTR or ATR) for each UBSU, the former very wide and subject to a subsequent modification, the latter definitive; V) cross-checking between the numerical ages and/or other characteristics of the sedimentary bodies and/or the sea-level curves (with their effects on the sedimentary processes) in order to restrict also the hypothetical time ranges in the attributed time ranges. The successful application of AAR geochronology to ostracod shells relies on the fact that the ability of ostracods to colonize almost all environments constitutes a tool for correlation, and also allow the inclusion in the same unit of coeval sediments that differ lithologically and paleoenvironmentally. The treatment of the numerical ages obtained using the AAR method required special attention. The first filtering step was made by the laboratory (rejection criteria a and b). Then, the second filtering step was made by testing in the field the remaining ages. Among these, in fact, we never compared an age with a single preceding and/or following age; instead, we identified homogeneous groups of numerical ages consistent with their reciprocal stratigraphic position. This operation led to the rejection of further numerical ages that deviate erratically from a larger, homogeneous age population which fits well with its stratigraphic position (rejection criterion c). After all of the filtering steps, the valid ages that remained were used for the subdivision of the sedimentary sequences into UBSUs together with the lithological and paleoenvironmental criteria. The numerical ages allowed us, in the first instance, to recognize all of the age gaps between two consecutive samples. Next, we identified the level, in the sedimentary thickness that is between these two samples, that may represent the most suitable UBSU boundary based on its lithology and/or the paleoenvironment. The recognized units are: I) Coppa Nevigata sands (NEA), HTR: MIS 20–14, ATR: MIS 17–16; II) Argille subappennine (ASP), HTR: MIS 15–11, ATR: MIS 15–13; III) Coppa Nevigata synthem (NVI), HTR: MIS 13–8, ATR: MIS 12–11; IV) Sabbie di Torre Quarto (STQ), HTR: MIS 13–9.1, ATR: MIS 11; V) Amendola subsynthem (MLM1), HTR: MIS 12–10, ATR: MIS 11; VI) Undifferentiated continental unit (UCI), HTR: MIS 11–6.2, ATR: MIS 9.3–7.1; VII) Foggia synthem (TGF), ATR: MIS 6; VIII) Masseria Finamondo synthem (TPF), ATR: Upper Pleistocene; IX) Carapelle and Cervaro streams synthem (RPL), subdivided into: IXa) Incoronata subsynthem (RPL1), HTR: MIS 6–3; ATR: MIS 5–3; IXb) Marane La Pidocchiosa–Castello subsynthem (RPL3), ATR: Holocene; X) Masseria Inacquata synthem (NAQ), ATR: Holocene. The possibility of recognizing and dating Quaternary units in an alluvial plain to the scale of a marine isotope stage constitutes a clear step forward compared with similar studies regarding other alluvial-plain areas, where Quaternary units were dated almost exclusively using their stratigraphic position. As a result, they were generically associated with a geological sub-epoch. Instead, our method allowed a higher detail in the timing of the sedimentary processes: for example, MIS 11 and MIS 5.5 deposits have been recognized and characterized for the first time in the study area, highlighting their importance as phases of sedimentation.

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We study the first passage statistics to adsorbing boundaries of a Brownian motion in bounded two-dimensional domains of different shapes and configurations of the adsorbing and reflecting boundaries. From extensive numerical analysis we obtain the probability P(ω) distribution of the random variable ω=τ1/(τ1+τ2), which is a measure for how similar the first passage times τ1 and τ2 are of two independent realizations of a Brownian walk starting at the same location. We construct a chart for each domain, determining whether P(ω) represents a unimodal, bell-shaped form, or a bimodal, M-shaped behavior. While in the former case the mean first passage time (MFPT) is a valid characteristic of the first passage behavior, in the latter case it is an insufficient measure for the process. Strikingly we find a distinct turnover between the two modes of P(ω), characteristic for the domain shape and the respective location of absorbing and reflective boundaries. Our results demonstrate that large fluctuations of the first passage times may occur frequently in two-dimensional domains, rendering quite vague the general use of the MFPT as a robust measure of the actual behavior even in bounded domains, in which all moments of the first passage distribution exist.

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Let X be an in�finite-dimensional complex Banach space. Very recently, several results on the existence of entire functions on X bounded on a given ball B1 � X and unbounded on another given ball B2 � X have been obtained. In this paper we consider the problem of �finding entire functions which are uniformly bounded on a collection of balls and unbounded on the balls of some other collection. RESUMEN. Sea X un espacio de Banach complejo de dimensión infinita. En este trabajo, los autores estudian el problema de encontrar una función entera en X que esté uniformemente acotada en una colección de de bolas en X y que no esté acotada en las bolas de otra colección.

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This paper proposes a novel combination of artificial intelligence planning and other techniques for improving decision-making in the context of multi-step multimedia content adaptation. In particular, it describes a method that allows decision-making (selecting the adaptation to perform) in situations where third-party pluggable multimedia conversion modules are involved and the multimedia adaptation planner does not know their exact adaptation capabilities. In this approach, the multimedia adaptation planner module is only responsible for a part of the required decisions; the pluggable modules make additional decisions based on different criteria. We demonstrate that partial decision-making is not only attainable, but also introduces advantages with respect to a system in which these conversion modules are not capable of providing additional decisions. This means that transferring decisions from the multi-step multimedia adaptation planner to the pluggable conversion modules increases the flexibility of the adaptation. Moreover, by allowing conversion modules to be only partially described, the range of problems that these modules can address increases, while significantly decreasing both the description length of the adaptation capabilities and the planning decision time. Finally, we specify the conditions under which knowing the partial adaptation capabilities of a set of conversion modules will be enough to compute a proper adaptation plan.

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La producción y el transporte a obra de los productos cerámicos de carácter estructural suponen un importante consumo energético, que conlleva la emisión de gases de efecto invernadero a la atmósfera. El objetivo de la presente Tesis es demostrar la existencia de importantes diferencias en el valor del impacto ambiental asociado a los productos de cerámica estructural fabricados en España, y que estas diferencias podrían quedar cuantificadas y reflejadas mediante un análisis de Huella de Carbono y de la Energía Embebida. Se parte de la inexistencia en España, de base de datos contrastada y consensuada, que establezca las cargas medioambientales en función del tipo de producto cerámico a utilizar. Se realiza en la primera parte del estudio una revisión del estado actual de la Huella de Carbono y la Energía Embebida en el campo de los materiales de construcción, y más concretamente en el sector de la cerámica estructural, que sirve para acotar los límites del estudio y justificar el objeto de la Tesis. La investigación se acota a las etapas de producción y transporte a obra de los productos (estudio cuna a puerta con opciones), al considerar que son éstas, a priori, las que tienen una mayor incidencia en el comportamiento ambiental del producto. Siguiendo los pasos definidos en la normativa aplicable (definición del mapa de procesos – límites y alcance – inventario – cálculo y evaluación), se establece un método específico de identificación y cuantificación de las variables que determinan la Huella de Carbono y Energía Embebida de los productos cerámicos, en función de la tipología de producto. La información necesaria (inventario) se obtiene principalmente con recogida de datos “in situ” de fábricas de productos cerámicos, lo que garantiza que la información tratada en este estudio es de primer nivel. La información se complementa/contrasta con fuentes bibliográficas. Se determinan 6 variables con influencia global en el impacto ambiental, 44 variables principales y 39 secundarias, estableciendo las fórmulas de cálculo a partir de dichas variables. Los resultados de cálculo y evaluación determinan que, para unas mismas condiciones de fabricación, las diferencias entre productos cerámicos llegan hasta un 27% para la Huella de Carbono y un 35% para Energía Embebida. La relevancia que alcanza el impacto asociado al transporte del producto a obra puede llegar hasta un 40% del total. El método de cálculo y las fórmulas desarrolladas se integran en una hoja de cálculo, para el cálculo de Huella de Carbono y Energía Embebida de los productos cerámicos, que permite, a su vez, conocer la repercusión medioambiental que tiene la introducción de modificaciones o innovaciones en el proceso de producción o transporte a obra. Así mismo, el trabajo desarrollado ha servido para poner en relieve una serie de problemas y falta de información en el campo de la cerámica estructural y el medioambiente que pueden ser objeto de futuras líneas de investigación, tanto para el sector de la edificación como para la comunidad científica, pudiendo implementar la metodología desarrollada en otras investigaciones. Se considera que la investigación realizada y sus resultados suponen una aportación importante para conocer y reducir el impacto ambiental de los edificios, desde la perspectiva del ciclo de vida y considerando que el impacto ambiental de un edificio comienza desde el momento en que se extraen las materias primas para la fabricación de los materiales con los que se construyen los edificios. ABSTRACT The production and transport of structural ceramic products involves an important energy consumption, which leads to the emission of greenhouse gases into the atmosphere. The objective of the research is to demonstrate the existence of significant differences in the value of the environmental impact of structural ceramic products manufactured in Spain, and these differences could be quantified by the Carbon Footprint and Embodied Energy. It starts from the absence in Spain, of contrasted and agreed databases that establish the environmental loads depending on the type of ceramic product. In the first part of the study reviews the current state of the Carbon Footprint and Embedded Energy in the field of building materials, and more specifically in the field of structural ceramics, which serves to limit the scope of the study and justify the purpose of this Thesis. The Research is bounded to production and transportation stages of (cradle to gate with options), considering they are the stages that have a greater impact on the environmental performance of the product. Following the steps defined in applicable rules (definition of process map - boundaries and scope – inventory analysis- calculation and impact assessment), it sets a specific method for the identification and quantification of the variables that determine the Carbon Footprint and Embedded Energy of structural ceramic products, depending on the type of product. The information (inventory) is given mainly with a data collection in ceramic factories (and in a consultation with the manufactures of the products), ensuring that the information handled in this Thesis is a first rate data. It is established 6 variables with a global influence in the environmental impact, 44 primary and 39 secondary variables, establishing calculation formula from these variables. The results of calculation and assessment determined that, for same manufacturing conditions, the differences between ceramic products reach 27% for Carbon Footprint and 35% for Embodied Energy. The relevance that reaches the impact of transport can reach 40% of the total. The method of calculation and formulas developed are integrated into a simple calculation tool, excel base, to calculate the Carbon Footprint and Embodied Energy of structural ceramic products, which allows, know the environmental impact of changes or innovations in the production process or transport to work. The work also has served to find a problems and gaps in the field of structural ceramics and the environment that may well be the subject of future research, both for the building sector to the scientific community, implementing the methodology developed in other research. It is considered that the research and its results represent an important contribution to understand and reduce the environmental impact of buildings from the perspective of the life cycle, considering that the environmental impact of a building starts from the time that the raw materials are extracted for the manufacture of building materials.