Sviluppo e validazione di un modello di film fluido per simulazioni CFD di motori a combustione interna

A wall film model has been implemented in a customized version of KIVA code developed at University of Bologna. Under the hypothesis of `thin laminar ow' the model simulates the dynamics of a liquid wall film generated by impinging sprays. Particular care has been taken in numerical implementation of the model. The major phenomena taken into account in the present model are: wall film formation by impinging spray; body forces, such as gravity or acceleration of the wall; shear stress at the interface with the gas and no slip condition on the wall; momentum contribution and dynamic pressure generated by the tangential and normal component of the impinging drops; film evaporation by heat exchange with wall and surrounding gas. The model doesn't consider the effect of the wavy film motion and suppose that all the impinging droplets adhere to the film. The governing equations have been integrated in space by using a finite volume approach with a first order upwind differencing scheme and they have been integrated in time with a fully explicit method. The model is validated using two different test cases reproducing PFI gasoline and DI Diesel engine wall film conditions.

Approccio multidisciplinare per le valutazioni ambientali: Problematiche e sinergie in un uso combinato delle metodologie life cycle assessment (lca) e risk assessment (ra)

In questo lavoro di tesi si è elaborato un quadro di riferimento per l’utilizzo combinato di due metodologie di valutazione di impatti LCA e RA, per tecnologie emergenti. L’originalità dello studio sta nell’aver proposto e anche applicato il quadro di riferimento ad un caso studio, in particolare ad una tecnologia innovativa di refrigerazione, basata su nanofluidi (NF), sviluppata da partner del progetto Europeo Nanohex che hanno collaborato all’elaborazione degli studi soprattutto per quanto riguarda l’inventario dei dati necessari. La complessità dello studio è da ritrovare tanto nella difficile integrazione di due metodologie nate per scopi differenti e strutturate per assolvere a quegli scopi, quanto nel settore di applicazione che seppur in forte espansione ha delle forti lacune di informazioni circa processi di produzione e comportamento delle sostanze. L’applicazione è stata effettuata sulla produzione di nanofluido (NF) di allumina secondo due vie produttive (single-stage e two-stage) per valutare e confrontare gli impatti per la salute umana e l’ambiente. Occorre specificare che il LCA è stato quantitativo ma non ha considerato gli impatti dei NM nelle categorie di tossicità. Per quanto concerne il RA è stato sviluppato uno studio di tipo qualitativo, a causa della problematica di carenza di parametri tossicologici e di esposizione su citata avente come focus la categoria dei lavoratori, pertanto è stata fatta l’assunzione che i rilasci in ambiente durante la fase di produzione sono trascurabili. Per il RA qualitativo è stato utilizzato un SW specifico, lo Stoffenmanger-Nano che rende possibile la prioritizzazione dei rischi associati ad inalazione in ambiente di lavoro. Il quadro di riferimento prevede una procedura articolata in quattro fasi: DEFINIZIONE SISTEMA TECNOLOGICO, RACCOLTA DATI, VALUTAZIONE DEL RISCHIO E QUANTIFICAZIONE DEGLI IMPATTI, INTERPRETAZIONE.

Turbulent flux and meteorological measurements during ARCTEX-2006 campaign

This dataset present result from the DFG- funded Arctic-Turbulence-Experiment (ARCTEX-2006) performed by the University of Bayreuth on the island of Svalbard, Norway, during the winter/spring transition 2006. From May 5 to May 19, 2006 turbulent flux and meteorological measurements were performed on the monitoring field near Ny-Ålesund, at 78°55'24'' N, 11°55'15'' E Kongsfjord, Svalbard (Spitsbergen), Norway. The ARCTEX-2006 campaign site was located about 200 m southeast of the settlement on flat snow covered tundra, 11 m to 14 m above sea level. The permanent sites used for this study consisted of the 10 m meteorological tower of the Alfred Wegener Institute for Polar- and Marine Research (AWI), the international standardized radiation measurement site of the Baseline Surface Radiation Network (BSRN), the radiosonde launch site and the AWI tethered balloon launch sites. The temporary sites - set up by the University of Bayreuth - were a 6 m meteorological gradient tower, an eddy-flux measurement complex (EF), and a laser-scintillometer section (SLS). A quality assessment and data correction was applied to detect and eliminate specific measurement errors common at a high arctic landscape. In addition, the quality checked sensible heat flux measurements are compared with bulk aerodynamic formulas that are widely used in atmosphere-ocean/land-ice models for polar regions as described in Ebert and Curry (1993, doi:10.1029/93JC00656) and Launiainen and Cheng (1995). These parameterization approaches easily allow estimation of the turbulent surface fluxes from routine meteorological measurements. The data show: - the role of the intermittency of the turbulent atmospheric fluctuation of momentum and scalars, - the existence of a disturbed vertical temperature profile (sharp inversion layer) close to the surface, - the relevance of possible free convection events for the snow or ice melt in the Arctic spring at Svalbard, and - the relevance of meso-scale atmospheric circulation pattern and air-mass advection for the near-surface turbulent heat exchange in the Arctic spring at Svalbard. Recommendations and improvements regarding the interpretation of eddy-flux and laser-scintillometer data as well as the arrangement of the instrumentation under polar distinct exchange conditions and (extreme) weather situations could be derived.

Chemistry and age determination of basement fluids from Juan de Fuca Ridge

The geochemical implications of thermally driven flow of seawater through oceanic crust on the mid-ocean ridge flank have been examined on a well-studied 80 km transect across the eastern flank of the Juan de Fuca Ridge at 48°N, using porewater and basement fluid samples obtained on ODP Leg 168. Fluid flow is recognised by near-basement reversals in porewater concentration gradients from altered values in the sediment section to seawater-like values in basaltic basement. In general, the basement fluids become more geochemically evolved with distance from the ridge and broadly follow basement temperature which ranges from not, vert, similar16° to 63°C. Although thermal effects of advective heat exchange are only seen within 20 km east of where basement is exposed near the ridge crest, chemical reactivity extends to all sites. Seawater passing through oceanic crust has reacted with basement rocks leading to increases in Ca2+ and decreases in alkalinity, Mg2+, Na+, K+, SO42- and delta18O. Sr isotope exchange between seawater and oceanic crust off axis is unequivocally demonstrated with endmember 87Sr/86Sr ~ 0.707. Evidence of more evolved fluids is seen at sites where rapid upwelling of fluids through sediments occurs. Chlorinities of the basement fluids are consistent with post-glacial seawater and thus a short residence time in the crust. Rates of lateral flow have been by estimated by modelling porewater sulphate gradients, using Cl as a glacial chronometer, and from radiocarbon dating of basal fluids. All three methods reveal fluid flow with 14C ages less than 10,000 yr and particle velocities of ~1-5 m/yr, in agreement with thermally constrained volumetric flow rates through a ~600 m thick permeable layer of ~10% porosity. Delta(element)/Delta(heat) extraction ratios are similar to values for ridge-crest hydrothermal systems.

Temperature, water level and bathymetry of thermokarst lakes in the continuous permafrost zone of northern Siberia - Lena River Delta, Siberia

Thermokarst lakes are typical features of the northern permafrost ecosystems, and play an important role in the thermal exchange between atmosphere and subsurface. The objective of this study is to describe the main thermal processes of the lakes and to quantify the heat exchange with the underlying sediments. The thermal regimes of five lakes located within the continuous permafrost zone of northern Siberia (Lena River Delta) were investigated using hourly water temperature and water level records covering a 3-year period (2009-2012), together with bathymetric survey data. The lakes included thermokarst lakes located on Holocene river terraces that may be connected to Lena River water during spring flooding, and a thermokarst lake located on deposits of the Pleistocene Ice Complex. Lakes were covered by ice up to 2 m thick that persisted for more than 7 months of the year, from October until about mid-June. Lake-bottom temperatures increased at the start of the ice-covered period due to upward-directed heat flux from the underlying thawed sediment. Prior to ice break-up, solar radiation effectively warmed the water beneath the ice cover and induced convective mixing. Ice break-up started at the beginning of June and lasted until the middle or end of June. Mixing occurred within the entire water column from the start of ice break-up and continued during the ice-free periods, as confirmed by the Wedderburn numbers, a quantitative measure of the balance between wind mixing and stratification that is important for describing the biogeochemical cycles of lakes. The lake thermal regime was modeled numerically using the FLake model. The model demonstrated good agreement with observations with regard to the mean lake temperature, with a good reproduction of the summer stratification during the ice-free period, but poor agreement during the ice-covered period. Modeled sensitivity to lake depth demonstrated that lakes in this climatic zone with mean depths > 5 m develop continuous stratification in summer for at least 1 month. The modeled vertical heat flux across the bottom sediment tends towards an annual mean of zero, with maximum downward fluxes of about 5 W/m**2 in summer and with heat released back into the water column at a rate of less than 1 W/m**2 during the ice-covered period. The lakes are shown to be efficient heat absorbers and effectively distribute the heat through mixing. Monthly bottom water temperatures during the ice-free period range up to 15 °C and are therefore higher than the associated monthly air or ground temperatures in the surrounding frozen permafrost landscape. The investigated lakes remain unfrozen at depth, with mean annual lake-bottom temperatures of between 2.7 and 4 °C.

Esfuerzos inducidos en presas, arco-gravedad en operación por la acción térmica medioambiental : una aportación a su análisis y evaluación

Cyclic fluctuations of the atmospheric temperature on the dam site, of the water temperature in the reservoir and of the intensity of solar radiation on the faces of the dam cause significant stresses in the body of concrete dams. These stresses can be evaluated first by introducing in analysis models a linear temperature distribution statically equivalent to the real temperature distribution in the dam; the stress valúes obtained from this first step must be complemented (especially in the área of dam faces) with the stress valúes resuiting from the difference between the real temperature law and the linear law at each node. In the case of arch gravity dams, and because of their characteristics of arch dam featuring a thick section, both types of temperature-induced stresses are of similar importance. Thermal stress valúes are directly linked to a series of factors: atmospheric and water temperature and intensity of solar radiation at dam site, site latitude, azimuth of the dam, as well as geometrical characteristics of the dam and thermal properties of concrete. This thesis first presents a complete study of the physical phenomenon of heat exchange between the environment and the dam itself, and establishes the participation scheme of all parameters involved in the problem considered. A detailed documental review of available methods and techniques is then carried out both for the estimation of environmental thermal loads and for the evaluation of the stresses induced by these loads. Variation ranges are also established for the main parameters. The definition of the geometrical parameters of the dam is provided based on the description of a wide set of arch gravity dams built in Spain and abroad. As a practical reference of the parameters defining the thermal action of the environment, a set of zones, in which thermal parameters reach homogeneous valúes, was established for Spain. The mean valué and variation range of atmospheric temperature were then determined for each zone, based on a series of historical valúes. Summer and winter temperature increases caused by solar radiation were also defined for each zone. Since the hypothesis of thermal stratification in the reservoir has been considered, máximum and mínimum temperature valúes reached at the bottom of the reservoir were determined for each climatic zone, as well as the law of temperature variation in function of depth. Various dam-and-foundation configurations were analysed by means of finite element 3D models, in which the dam and foundation were each submitted to different load combinations. The seasonal thermal behaviour of sections of variable thickness was analysed through the application of numerical techniques to one-dimensional models. Contrasting the results of both analyses led to conclusions on the influence of environmental thermal action on the stress conditions of the structure. Las oscilaciones periódicas de la temperatura ambiente en el emplazamiento y de la temperatura del agua en el embalse, así como de la incidencia de la radiación solar sobre los paramentos de la presa, son causa de tensiones importantes en el cuerpo de las presas de hormigón. Estas tensiones pueden ser evaluadas en primer lugar introduciendo en los modelos tridimensionales de análisis, distribuciones lineales de temperatura estáticamente equivalentes a las correspondientes distribuciones reales en el cuerpo de la presa; las tensiones así obtenidas han de complementarse (sobre todo en las cercanías de los paramentos) con tensiones cuyo origen está en la temperatura diferencia entre la ley real y la lineal en cada punto. En el caso de las presas arco-gravedad y en razón de su doble característica de presas arco y de sección gruesa, ambas componentes de la tensión inducida por la temperatura son de magnitud similar. Los valores de estas tensiones de origen térmico están directamente relacionados con la temperatura del emplazamiento y del embalse, con la intensidad de la insolación, con la latitud y el azimut de la presa, con las características geométricas de la estructura y con las propiedades térmicas del hormigón. En esta tesis se realiza, en primer lugar, un estudio completo del fenómeno físico del intercambio de calor entre el medio ambiente y el cuerpo de la presa, estableciendo el mecanismo de participación de todos los parámetros que configuran el problema. En segundo lugar se realiza a cabo una revisión documental detallada de los métodos y técnicas utilizables tanto en la estimación de las cargas térmicas ambientales como en la evaluación de las tensiones inducidas por dichas cargas. En tercer lugar se establecen rangos de variación para los principales parámetros que configuran el problema. Los parámetros geométricos de la presa se definen a partir de la descripción de un amplio conjunto de presas arco-gravedad tanto españolas como del resto del mundo. Como referencia práctica de los parámetros que definen la acción térmica ambiental se establecen en España un conjunto de zonas caracterizadas por que, en cada una de ellas, los parámetros térmicos alcanzan valores homogéneos. Así, y en base a series de valores históricos, se establecen la media y la amplitud de la variación anual de la temperatura ambiental en cada una de las zonas. Igualmente, se han definido para cada zona los incrementos de temperatura que, en invierno y en verano, produce la insolación. En relación con el agua del embalse y en la hipótesis de estratificación térmica de este, se han definido los valores, aplicables en cada una de las zonas, de las temperaturas máxima y mínima en el fondo así como la ley de variación de la temperatura con la profundidad. Utilizando modelos tridimensionales de elementos finitos se analizan diferentes configuraciones de la presa y la cimentación sometidas, cada una de ellas, a diferentes combinaciones de carga. Aplicando técnicas numéricas a modelos unidimensionales se analiza el comportamiento térmico temporal de secciones de espesor variable. Considerando conjuntamente los resultados de los análisis anteriores se obtienen conclusiones parametrizadas de detalle sobre la influencia que tiene en el estado tensional de la estructura la consideración de la acción térmica ambiental.

Aplicación de energía geotérmica de muy baja entalpia para la climatización de un edificio de oficinas en Alcorcón, Madrid

El presente Proyecto tiene como propósito el estudio de la viabilidad de la implantación de energía geotérmica de muy baja entalpia para la climatización de un edificio empresarial en Madrid. Para ello se emplearon cálculos teóricos y simulaciones realizadas mediante programas informaticos especializados con el fin de estimar los parámetros técnicos necesarios para su viabilidad. Se estimo el suministro de la potencia necesaria a través de tres bombas de calor tipo agua-agua que sustituyen a las bombas de calor aire-agua individuales anteriormente instaladas. El intercambio de calor se realiza a través de sondas geotérmicas U-Simple. Se dimensionaron los colectores, bombas de circulación, deposito de inercia y vaso de expansión necesarios para funcionamiento del sistema. El estudio económico determino la necesidad de una alta inversión inicial, con una rentabilidad a medio plazo. Además de los beneficios económicos se realizo un estudio de las emisiones de gases de efecto invernadero demostrando la reducción de los mismos, lo que refleja que además de ser una tecnología económicamente viable es una energía limpia. ABSTRACT The objective of the present project is to evaluate the viability of the imposition of a low-enthalpy geothermal energy system for air conditioning in a business building in Madrid. In this study, both theoretical calculations and numerical simulations in specialized programs were used in order to estimate the technical parameters needed for its viability. We estimated the necessary power supply, which is delivered by three heat water-water pumps that substitute the individual heat air-water pumps previously installed. The heat exchange is achieved through geothermal vertical simple-U probes. Also in this work we have measured the collectors, flow pumps, inertia deposit and the water expansion vessel needed for the proper operation of the system. The economic study determined the need of a high initial investment with mid-term profit. In addition to the economic benefits, the greenhouse gases emissions were evaluated, finding that the geothermal energy system implies a reduction of these emissions. This reflects the fact that, in addition to being economically viable, the geothermal energy is considered a clean energy.

Flamelet structures in spray ignition

In typical liquid-fueled burners the fuel is injected as a high-velocity liquid jet that breaks up to form the spray. The initial heating and vaporization of the liquid fuel rely on the relatively large temperatures of the sourrounding gas, which may include hot combustion products and preheated air. The heat exchange between the liquid and the gas phases is enhanced by droplet dispersion arising from the turbulent motion. Chemical reaction takes place once molecular mixing between the fuel vapor and the oxidizer has occurred in mixing layers separating the spray flow from the hot air stream. Since in most applications the injection velocities are much larger than the premixed-flame propagation velocity, combustion stabilization relies on autoignition of the fuel-oxygen mixture, with the combustion stand-off distance being controlled by the interaction of turbulent transport, droplet heating and vaporization, and gas-phase chemical reactions. In this study, conditions are identified under which analyses of laminar flamelets canshed light on aspects of turbulent spray ignition. This study extends earlier fundamental work by Liñan & Crespo (1976) on ignition in gaseous mixing layers to ignition of sprays. Studies of laminar mixing layers have been found to be instrumental in developing un-derstanding of turbulent combustion (Peters 2000), including the ignition of turbulent gaseous diffusion flames (Mastorakos 2009). For the spray problem at hand, the configuration selected, shown in Figure 1, involves a coflow mixing layer formed between a stream of hot air moving at velocity UA and a monodisperse spray moving at velocity USUA. The boundary-layer approximation will be used below to describe the resulting sl ender flow, which exhibits different igniting behaviors depending on the characteristics of t he fuel. In this approximation, consideration of the case U A = U S enables laminar ignition distances to be related to ignition times of unstrained spray flamelets, thereby pro viding quantitative information of direct applicability in regions of low scala r dissipation-rate in turbulent reactive flows (see the discussion in pp. 181–186 of Peters (2000)) . This report is organized as follows. Effects of droplet dispersion dynamics on ignition of sprays in turbulent mixing layers are discussed in Section 2. The formulation f or ignition in laminar mixing layers is outlined in Sections 3 and 4. The results are presented in Section 5. In Section 6, the mixture-fraction field and associated scalar dissipat ion rates for spray ignition are discussed. Finally, some brief conclusions are drawn in Section 7.

La implementación arquitectónica de los acristalamientos activos con agua circulante, y su contribución en edificios de consumo de energía casi nulo

La presente Tesis Doctoral evalúa la contribución de una fachada activa, constituida por acristalamientos con circulación de agua, en el rendimiento energético del edificio. Con especial énfasis en la baja afección sobre su imagen, su integración ha de favorecer la calificación del edificio con el futuro estándar de Edificio de consumo de Energía Casi Nulo (EECN). El propósito consiste en cuantificar su aportación a limitar la demanda de climatización, como solución de fachada transparente acorde a las normas de la energía del 2020. En el primer capítulo se introduce el planteamiento del problema. En el segundo capítulo se desarrollan la hipótesis y el objetivo fundamental de la investigación. Para tal fin, en el tercer capítulo, se revisa el estado del arte de la tecnología y de la investigación científica, mediante el análisis de la literatura de referencia. Se comparan patentes, prototipos, sistemas comerciales asimilables, investigaciones en curso en Universidades, y proyectos de investigación y desarrollo, sobre envolventes que incorporan acristalamientos con circulación de agua. El método experimental, expuesto en el cuarto capítulo, acomete el diseño, la fabricación y la monitorización de un prototipo expuesto, durante ciclos de ensayos, a las condiciones climáticas de Madrid. Esta fase ha permitido adquirir información precisa sobre el rendimiento del acristalamiento en cada orientación de incidencia solar, en las distintas estaciones del año. En paralelo, se aborda el desarrollo de modelos teóricos que, mediante su asimilación a soluciones multicapa caracterizadas en las herramientas de simulación EnergyPlus y IDA-ICE (IDA Indoor Climate and Energy), reproducen el efecto experimental. En el quinto capítulo se discuten los resultados experimentales y teóricos, y se analiza la respuesta del acristalamiento asociado a un determinado volumen y temperatura del agua. Se calcula la eficiencia en la captación de la radiación y, mediante la comparativa con un acristalamiento convencional, se determina la reducción de las ganancias solares y las pérdidas de energía. Se comparan el rendimiento del acristalamiento, obtenido experimentalmente, con el ofrecido por paneles solares fototérmicos disponibles en el mercado. Mediante la traslación de los resultados experimentales a casos de células de tamaño habitable, se cuantifica la afección del acristalamiento sobre el consumo en refrigeración y calefacción. Diferenciando cada caso por su composición constructiva y orientación, se extraen conclusiones sobre la reducción del gasto en climatización, en condiciones de bienestar. Posteriormente, se evalúa el ahorro de su incorporación en un recinto existente, de construcción ligera, localizado en la Escuela de Arquitectura de la Universidad Politécnica de Madrid (UPM). Mediante el planteamiento de escenarios de rehabilitación energética, se estima su compatibilidad con un sistema de climatización mediante bomba de calor y extracción geotérmica. Se describe el funcionamiento del sistema, desde la perspectiva de la operación conjunta de los acristalamientos activos e intercambio geotérmico, en nuestro clima. Mediante la parametrización de sus funciones, se estima el beneficio adicional de su integración, a partir de la mejora del rendimiento de la bomba de calor COP (Coefficient of Performance) en calefacción, y de la eficiencia EER (Energy Efficiency Ratio) en refrigeración. En el recinto de la ETSAM, se ha analizado la contribución de la fachada activa en su calificación como Edificio de Energía Casi Nula, y estudiado la rentabilidad económica del sistema. En el sexto capítulo se exponen las conclusiones de la investigación. A la fecha, el sistema supone alta inversión inicial, no obstante, genera elevada eficiencia con bajo impacto arquitectónico, reduciéndose los costes operativos, y el dimensionado de los sistemas de producción, de mayor afección sobre el edificio. Mediante la envolvente activa con suministro geotérmico no se condena la superficie de cubierta, no se ocupa volumen útil por la presencia de equipos emisores, y no se reduce la superficie o altura útil a base de reforzar los aislamientos. Tras su discusión, se considera una alternativa de valor en procesos de diseño y construcción de Edificios de Energía Casi Nulo. Se proponen líneas de futuras investigación cuyo propósito sea el conocimiento de la tecnología de los acristalamientos activos. En el último capítulo se presentan las actividades de difusión de la investigación. Adicionalmente se ha proporcionado una mejora tecnológica a las fachadas activas existentes, que ha derivado en la solicitud de una patente, actualmente en tramitación. ABSTRACT This Thesis evaluates the contribution of an active water flow glazing façade on the energy performance of buildings. Special emphasis is made on the low visual impact on its image, and the active glazing implementation has to encourage the qualification of the building with the future standard of Nearly Zero Energy Building (nZEB). The purpose is to quantify the façade system contribution to limit air conditioning demand, resulting in a transparent façade solution according to the 2020 energy legislation. An initial approach to the problem is presented in first chapter. The second chapter develops the hypothesis and the main objective of the research. To achieve this purpose, the third chapter reviews the state of the art of the technology and scientific research, through the analysis of reference literature. Patents, prototypes, assimilable commercial systems, ongoing research in other universities, and finally research and development projects incorporating active fluid flow glazing are compared. The experimental method, presented in fourth chapter, undertakes the design, manufacture and monitoring of a water flow glazing prototype exposed during test cycles to weather conditions in Madrid. This phase allowed the acquisition of accurate information on the performance of water flow glazing on each orientation of solar incidence, during different seasons. In parallel, the development of theoretical models is addressed which, through the assimilation to multilayer solutions characterized in the simulation tools EnergyPlus and IDA-Indoor Climate and Energy, reproduce the experimental effect. Fifth chapter discusses experimental and theoretical results focused to the analysis of the active glazing behavior, associated with a specific volume and water flow temperature. The efficiency on harvesting incident solar radiation is calculated, and, by comparison with a conventional glazing, the reduction of solar gains and energy losses are determined. The experimental performance of fluid flow glazing against the one offered by photothermal solar panels available on the market are compared. By translating the experimental and theoretical results to cases of full-size cells, the reduction in cooling and heating consumption achieved by active fluid glazing is quantified. The reduction of energy costs to achieve comfort conditions is calculated, differentiating each case by its whole construction composition and orientation. Subsequently, the saving of the implementation of the system on an existing lightweight construction enclosure, located in the School of Architecture at the Polytechnic University of Madrid (UPM), is then calculated. The compatibility between the active fluid flow glazing and a heat pump with geothermal heat supply system is estimated through the approach of different energy renovation scenarios. The overall system operation is described, from the perspective of active glazing and geothermal heat exchange combined operation, in our climate. By parameterization of its functions, the added benefit of its integration it is discussed, particularly from the improvement of the heat pump performance COP (Coefficient of Performance) in heating and efficiency EER (Energy Efficiency Ratio) in cooling. In the case study of the enclosure in the School of Architecture, the contribution of the active glazing façade in qualifying the enclosure as nearly Zero Energy Building has been analyzed, and the feasibility and profitability of the system are studied. The sixth chapter sets the conclusions of the investigation. To date, the system may require high initial investment; however, high efficiency with low architectural impact is generated. Operational costs are highly reduced as well as the size and complexity of the energy production systems, which normally have huge visual impact on buildings. By the active façade with geothermal supply, the deck area it is not condemned. Useful volume is not consumed by the presence of air-conditioning equipment. Useful surface and room height are not reduced by insulation reinforcement. After discussion, water flow glazing is considered a potential value alternative in nZEB design and construction processes. Finally, this chapter proposes future research lines aiming to increase the knowledge of active water flow glazing technology. The last chapter presents research dissemination activities. Additionally, a technological improvement to existing active facades has been developed, which has resulted in a patent application, currently in handling process.

Standards : method and procedure for the determination of dissolved oxygen.

Mode of access: Internet.

Análise não-linear do campo de temperaturas desenvolvidas durante a soldagem do tipo TIG contínuo em placas delgadas

This study offers an analytical approach in order to provide a determination of the temperature field developed during the DC TIG welding of a thin plate of aluminum. The non-linear characteristics of the phenomenon, such as the dependence of the thermophysical and mechanical properties with temperature were considered in this study. In addition to the conductive heat exchange process, were taken into account the exchange by natural convection and radiation. A transient analysis is performed in order to obtain the temperature field as a function of time. It is also discussed a three-dimensional modeling of the heat source. The results obtained from the analytical model were be compared with the experimental ones and those available in the literature. The analytical results show a good correlation with the experimental ones available in the literature, thus proving the feasibility and efficiency of the analytical method for the simulation of the heat cycle for this welding process.

Abundance of calcareous dinoflagellates of sediment cores from the South Atlantic Ocean

Despite the increasing interest in the South Atlantic Ocean as a key area of the heat exchange between the southern and the northern hemisphere, information about its palaeoceanographic conditions during transitions from glacial to interglacial stages, the so-called Terminations, are not well understood. Herein we attempt to increase this information by studying the calcareous dinoflagellate cysts and the shells of Thoracosphaera heimii (calcareous cysts) of five Late Quaternary South Atlantic Ocean cores. Extremely high accumulation rates of calcareous cysts at the Terminations might be due to a combined effect of increased cyst production and better preservation as result of calm, oligotrophic conditions in the upper water layers. Low relative abundance of Sphaerodinella albatrosiana compared with Sphaerodinella tuberosa in the Cape Basin may be the result of the relatively colder environmental conditions in this region compared with the equatorial Atlantic Ocean with high relative abundance of S. albatrosiana. Furthermore, the predominance of S. tuberosa during glacials and interglacials at the observed site of the western Atlantic Ocean reflects decreased salinity in the upper water layer.

Abundance of organic-walled dinoflagellate cysts of sediment core GeoB3603-2

Here, we reconstruct the varying influence of the Agulhas Current (AgC), the South Atlantic Current and the Antarctic Circumpolar Current on the Agulhas Retroflection (AgR) in the eastern South Atlantic Ocean for the last 160,000 years on the basis of the dinoflagellate cysts, pollen and spores present in a sediment core (GeoB 3603-2) from the southeastern Cape Basin offshore South Africa, where the Agulhas Current enters the Atlantic Ocean. Our analyses reveal strong orbital forcing on the heat exchange between the Indian Ocean and the South Atlantic Ocean during the Late Quaternary. Maxima in local productivity appear to be primarily related to a strengthening of the ocean circulation as a result of the high seasonal contrast during precession maxima. During precession minima, seasonal contrast was low and stratified, oligo- to mesotrophic conditions prevailed, notably when these minima coincided with the glacial terminations. The clear presence of periodicities on a sub-Milankovitch scale as well as modulations of the primary frequencies demonstrate that the Agulhas Retroflection furthermore is modulated substantially by complex interactions between the subtropical, 'precession-driven', climate and ocean circulation systems, and the southern, 'obliquity-driven', high latitudes.

Previsione dell'evoluzione della microstruttura in processi industriali di estrusione delle leghe di alluminio serie AA6XXX

Nell’ambito di questa ricerca sono stati sviluppati modelli in grado di prevedere le dimensioni dei grani dopo il processo di estrusione di alcune leghe serie 6XXX, in particolare AA6060, AA6063 e AA6082. Alcuni modelli matematici proposti in letteratura sono stati presi in considerazione e implementati su Qform, codice FEM in grado di simulare processi di deformazione plastica. Sono state condotte diverse campagne sperimentali, tra cui una di visioplasticità necessaria per ottenere dati sperimentali che permettessero la validazione del Codice (modellazione dell’attrito, dello scambio termico, del flow stress del materiale). Altre prove di microestrusione ed estrusione inversa hanno fornito dati sperimentali che sono stati messi in correlazione con i risultati numerici di una serie di simulazioni. Infine è stata effettuata una campagna sperimentale di estrusione industriale a tutti gli effetti, ottenendo un profilo dalla geometria piuttosto complessa in lega AA6063, i dati ricavati hanno permesso : • la validazione di un modello unico di ricristallizzazione dinamica, • la valutazione di modelli per la predizione del comportamento durante recristallizzazione statica

Coupled wellbore-reservoir simulation of thermal effects during multiphase CO2 injection

T2Well-ECO2M is a coupled wellbore reservoir simulator still under development at Lawrence Berkeley National Laboratory (USA) with the ability to deal with a mixture of H2O-CO2-NaCl and includes the simulation of CO2 phase transition and multiphase flow. The code was originally developed for the simulation of CO2 injection into deep saline aquifers and the modelling of enhanced geothermal systems; however, the focus of this research was to modify and test T2Well-ECO2M to simulate CO2 injection into depleted gas reservoirs. To this end, the original code was properly changed in a few parts and a dedicated injection case was developed to study CO2 phase transition inside of a wellbore and the corresponding thermal effects. In the first scenario, the injection case was run applying the fully numerical approach of wellbore to formation heat exchange calculation. Results were analysed in terms of wellbore pressure and temperature vertical profiles, wellhead and bottomhole conditions, and characteristic reservoir displacement fronts. Special attention was given to the thorough analysis of bottomhole temperature as the critical parameter for hydrate formation. Besides the expected direct effect of wellbore temperature changes on reservoir conditions, the simulation results indicated also the effect of CO2 phase change in the near wellbore zone on BH pressure distribution. To test the implemented software changes, in a second scenario, the same injection case was reproduced using the improved semi-analytical time-convolution approach for wellbore to formation heat exchange calculation. The comparison of the two scenarios showed that the simulation of wellbore and reservoir parameters after one year of continuous CO2 injection are in good agreement with the computation time to solve the time-convolution semi-analytical reduced. The new updated T2Well-ECO2M version has shown to be a robust and performing wellbore-reservoir simulator that can be also used to simulate the CO2 injection into depleted gas reservoirs.