950 resultados para ship emission


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We fabricate and characterize novel LEDs based on InGaN/GaN nanocolumns grown on patterned substrates, leading to the periodically ordered growth of emitters directly producing white light

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Este trabajo presenta un análisis y una metodología para la armonización de inventarios de emisiones utilizados en modelos de calidad del aire.

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This paper describes a new category of CAD applications devoted to the definition and parameterization of hull forms, called programmed design. Programmed design relies on two prerequisites. The first one is a product model with a variety of types large enough to face the modeling of any type of ship. The second one is a design language dedicated to create the product model. The main purpose of the language is to publish the modeling algorithms of the application in the designer knowledge domain to let the designer create parametric model scripts. The programmed design is an evolution of the parametric design but it is not just parametric design. It is a tool to create parametric design tools. It provides a methodology to extract the design knowledge by abstracting a design experience in order to store and reuse it. Programmed design is related with the organizational and architectural aspects of the CAD applications but not with the development of modeling algorithms. It is built on top and relies on existing algorithms provided by a comprehensive product model. Programmed design can be useful to develop new applications, to support the evolution of existing applications or even to integrate different types of application in a single one. A three-level software architecture is proposed to make the implementation of the programmed design easier. These levels are the conceptual level based on the design language, the mathematical level based on the geometric formulation of the product model and the visual level based on the polyhedral representation of the model as required by the graphic card. Finally, some scenarios of the use of programmed design are discussed. For instance, the development of specialized parametric hull form generators for a ship type or a family of ships or the creation of palettes of hull form components to be used as parametric design patterns. Also two new processes of reverse engineering which can considerably improve the application have been detected: the creation of the mathematical level from the visual level and the creation of the conceptual level from the mathematical level. © 2012 Elsevier Ltd. All rights reserved. 1. Introduction

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Greenhouse gas emission reduction is the pillar of the Kyoto Protocol and one of the main goals of the European Union (UE) energy policy. National reduction targets for EU member states and an overall target for the EU-15 (8%) were set by the Kyoto Protocol. This reduction target is based on emissions in the reference year (1990) and must be reached by 2012. EU energy policy does not set any national targets, only an overall reduction target of 20% by 2020. This paper transfers global greenhouse gas emission reduction targets in both these documents to the transport sector and specifically to CO2 emissions. It proposes a nonlinear distribution method with objective, dynamic targets for reducing CO2 emissions in the transport sector, according to the context and characteristics of each geographical area. First, we analyse CO2 emissions from transport in the reference year (1990) and their evolution from 1990 to 2007. We then propose a nonlinear methodology for distributing dynamic CO2 emission reduction targets. We have applied the proposed distribution function for 2012 and 2020 at two territorial levels (EU member states and Spanish autonomous regions). The weighted distribution is based on per capita CO2 emissions and CO2 emissions per gross domestic product. Finally, we show the weighted targets found for each EU member state and each Spanish autonomous region, compare them with the real achievements to date, and forecast the situation for the years the Kyoto and EU goals are to be met. The results underline the need for ?weighted? decentralised decisions to be made at different territorial levels with a view to achieving a common goal, so relative convergence of all the geographical areas is reached over time. Copyright © 2011 John Wiley & Sons, Ltd.

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Respiratory motion is a major source of reduced quality in positron emission tomography (PET). In order to minimize its effects, the use of respiratory synchronized acquisitions, leading to gated frames, has been suggested. Such frames, however, are of low signal-to-noise ratio (SNR) as they contain reduced statistics. Super-resolution (SR) techniques make use of the motion in a sequence of images in order to improve their quality. They aim at enhancing a low-resolution image belonging to a sequence of images representing different views of the same scene. In this work, a maximum a posteriori (MAP) super-resolution algorithm has been implemented and applied to respiratory gated PET images for motion compensation. An edge preserving Huber regularization term was used to ensure convergence. Motion fields were recovered using a B-spline based elastic registration algorithm. The performance of the SR algorithm was evaluated through the use of both simulated and clinical datasets by assessing image SNR, as well as the contrast, position and extent of the different lesions. Results were compared to summing the registered synchronized frames on both simulated and clinical datasets. The super-resolution image had higher SNR (by a factor of over 4 on average) and lesion contrast (by a factor of 2) than the single respiratory synchronized frame using the same reconstruction matrix size. In comparison to the motion corrected or the motion free images a similar SNR was obtained, while improvements of up to 20% in the recovered lesion size and contrast were measured. Finally, the recovered lesion locations on the SR images were systematically closer to the true simulated lesion positions. These observations concerning the SNR, lesion contrast and size were confirmed on two clinical datasets included in the study. In conclusion, the use of SR techniques applied to respiratory motion synchronized images lead to motion compensation combined with improved image SNR and contrast, without any increase in the overall acquisition times.

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The basics of the self-assembled growth of GaN nanorods on Si(111) are reviewed. Morphology differences and optical properties are compared to those of GaN layers grown directly on Si(111). The effects of the growth temperature on the In incorporation in self-assembled InGaN nanorods grown on Si(111) is described. In addition, the inclusion of InGaN quantum disk structures into selfassembled GaN nanorods show clear confinement effects as a function of the quantum disk thickness. In order to overcome the properties dispersion and the intrinsic inhomogeneous nature of the self-assembled growth, the selective area growth of GaN nanorods on both, c-plane and a-plane GaN on sapphire templates, is addressed, with special emphasis on optical quality and morphology differences. The analysis of the optical emission from a single InGaN quantum disk is shown for both polar and non-polar nanorod orientations

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Many cities in Europe have difficulties to meet the air quality standards set by the European legislation, most particularly the annual mean Limit Value for NO2. Road transport is often the main source of air pollution in urban areas and therefore, there is an increasing need to estimate current and future traffic emissions as accurately as possible. As a consequence, a number of specific emission models and emission factors databases have been developed recently. They present important methodological differences and may result in largely diverging emission figures and thus may lead to alternative policy recommendations. This study compares two approaches to estimate road traffic emissions in Madrid (Spain): the COmputer Programme to calculate Emissions from Road Transport (COPERT4 v.8.1) and the Handbook Emission Factors for Road Transport (HBEFA v.3.1), representative of the ‘average-speed’ and ‘traffic situation’ model types respectively. The input information (e.g. fleet composition, vehicle kilometres travelled, traffic intensity, road type, etc.) was provided by the traffic model developed by the Madrid City Council along with observations from field campaigns. Hourly emissions were computed for nearly 15 000 road segments distributed in 9 management areas covering the Madrid city and surroundings. Total annual NOX emissions predicted by HBEFA were a 21% higher than those of COPERT. The discrepancies for NO2 were lower (13%) since resulting average NO2/NOX ratios are lower for HBEFA. The larger differences are related to diesel vehicle emissions under “stop & go” traffic conditions, very common in distributor/secondary roads of the Madrid metropolitan area. In order to understand the representativeness of these results, the resulting emissions were integrated in an urban scale inventory used to drive mesoscale air quality simulations with the Community Multiscale Air Quality (CMAQ) modelling system (1 km2 resolution). Modelled NO2 concentrations were compared with observations through a series of statistics. Although there are no remarkable differences between both model runs, the results suggest that HBEFA may overestimate traffic emissions. However, the results are strongly influenced by methodological issues and limitations of the traffic model. This study was useful to provide a first alternative estimate to the official emission inventory in Madrid and to identify the main features of the traffic model that should be improved to support the application of an emission system based on “real world” emission factors.

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Particulate matter emissions from paved roads are currently one of the main challenges for a sustainable transport in Europe. Emissions are scarcely estimated due to the lack of knowledge about the resuspension process severely hampering a reliable simulation of PM and heavy metals concentrations in large cities and evaluation of population exposure. In this study the Emission Factors from road dust resuspension on a Mediterranean freeway were estimated per single vehicle category and PM component (OC, EC, mineral dust and metals) by means of the deployment of vertical profiles of passive samplers and terminal concentration estimate. The estimated PM10 emission factors varied from 12 to 47 mg VKT?1 (VKT: Vehicle Kilometer Traveled) with an average value of 22.7 ? 14.2 mg VKT?1. Emission Factors for heavy and light duty vehicles, passenger cars and motorbikes were estimated, based on average fleet composition and EPA ratios, in 187e733 mg VKT?1, 33e131 VKT?1, 9.4e36.9 VKT?1 and 0.8e3.3 VKT?1, respectively. These range of values are lower than previous estimates in Mediterranean urban roads, probably due to the lower dust reservoir on freeways. PM emitted material was dominated by mineral dust (9e10 mg VKT?1), but also OC and EC were found to be major components and approximately 14 e25% and 2e9% of average PM exhaust emissions from diesel passenger cars on highways respectively.

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CO2 Emission from two old mine drillings (Mt. Amiata, Central Italy) as a possible example of storage and leakage of deep-seated CO2

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1. Introduction 2. Air Quality Modeling system 3. Emission Inventories 4. Applications and Results 5. Conclusions

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Modeling is an essential tool for the development of atmospheric emission abatement measures and air quality plans. Most often these plans are related to urban environments with high emission density and population exposure. However, air quality modeling in urban areas is a rather challenging task. As environmental standards become more stringent (e.g. European Directive 2008/50/EC), more reliable and sophisticated modeling tools are needed to simulate measures and plans that may effectively tackle air quality exceedances, common in large urban areas across Europe, particularly for NO2. This also implies that emission inventories must satisfy a number of conditions such as consistency across the spatial scales involved in the analysis, consistency with the emission inventories used for regulatory purposes and versatility to match the requirements of different air quality and emission projection models. This study reports the modeling activities carried out in Madrid (Spain) highlighting the atmospheric emission inventory development and preparation as an illustrative example of the combination of models and data needed to develop a consistent air quality plan at urban level. These included a series of source apportionment studies to define contributions from the international, national, regional and local sources in order to understand to what extent local authorities can enforce meaningful abatement measures. Moreover, source apportionment studies were conducted in order to define contributions from different sectors and to understand the maximum feasible air quality improvement that can be achieved by reducing emissions from those sectors, thus targeting emission reduction policies to the most relevant activities. Finally, an emission scenario reflecting the effect of such policies was developed and the associated air quality was modeled.

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A new material, C12A7 : electride, which might present a work function as low as 0.6 eV and moderately high temperature stability, was recently proposed as coating for floating bare tethers. Arising from heating under space operation, current is emitted by thermionic emission along a thus coated cathodic segment. A preliminary study on the space-charge-limited (SCL) double layer in front of the cathodic segment is presented using Langmuir’s SCL electron current between cylindrical electrodes and orbital-motion-limited ion-collection sheath. A detailed calculation of current and bias profiles along the entire tether length is carried out with ohmic effects and the transition from SCL to full Richardson-Dushman emission included. Analysis shows that in the simplest drag mode, under typical orbital and tether conditions, thermionic emission leads to a short cathodic section and may eliminate the need for an active cathodic device and its corresponding gas feed requirements and power subsystem, which results in a truly “propellant-less” tether system for such basic applications as de-orbiting low earth orbit satellites.

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El trabajo se desarrolló en tres etapas de investigación, las dos primeras fueron realizadas en la Unidad Básica de Producción Cooperativa “El Palmar” perteneciente a la Empresa de Cultivos Varios "Paquito Rosales Benítez" del municipio de Yara, provincia de Granma, Cuba, el cual se llevó a cabo en el período de abril de 2005 a enero de 2008; y de noviembre de 2012 a febrero de 2013 respectivamente; la tercera se ejecutó de mayo a junio de 2013 en un canal de suelo ubicado en la nave de maquinaria del Departamento de Ingeniería Rural de la Universidad Politécnica de Madrid. En la primera etapa se evaluaron los conjuntos tractor-apero que intervienen en la realización de cuatro sistemas de labranza para el cultivo de la yuca, variedad Enana Rosada. Los sistemas de laboreo fueron: T1, labor de aradura (alzado) con un arado de discos seguidas de un pase de grada de discos un pase cruzado de un escarificador y un pase con una grada de discos (5 labores); T2, laboreo mínimo que comprende una labor profunda con un escarificador con saetas seguido por una labor de grada de discos (2 labores); T3, laboreo mínimo en el que se realizaron dos pases cruzados con escarificador y una labor de fresado con una fresadora de eje horizontal (3 labores) y; T4, dos labores cruzadas con la grada de discos seguidas por otras dos pases cruzados con el escarificador y una última labor con la grada de discos (5 labores). Se realizaron cinco observaciones de la jornada laboral para cada uno de los conjuntos tractorapero de cada sistema de laboreo en tres campañas, evaluando el consumo de combustible, las diferentes productividades, los índices y coeficientes tecnológicos y de explotación, el rendimiento del cultivo el balance energético del mismo, y la emisión de CO2 equivalente. En la segunda etapa se determinó la fuerza de tiro requerida por un órgano de trabajo de un escarificador con saetas en condiciones de campo, en tres profundidades (15, 25 y 35 cm) y a cuatro velocidades de trabajo (1,30; 1,49; 1,65 y 2,32 m s-1). En la tercera etapa se determinaron las fuerzas horizontales y verticales en una maqueta experimental de un órgano de trabajo de un escarificador con saetas (1:5 del tamaño real del apero) en cuatro contenidos de humedad (60, 90, 120 y 150 g kg-1), tres densidades del suelo (1,1; 1,2 y 1,3 Mg m-3) y una velocidad de 40 mm s-1. Se comparan los resultados del apero a tamaño real y la maqueta experimental. Los mejores resultados relacionados con los indicadores evaluados a la maquinaria correspondieron al sistema de laboreo mínimo T2, el cual presenta la mejor productividad por hora de tiempo limpio (1,34 ha h-1) y de tiempo operativo (1,27 ha h-1), con diferencias significativas respecto al resto de los sistemas de labranza evaluados; así como el menor consumo de combustible (32,4 L ha-1) y el mejor comportamiento energético, con diferencias significativas respecto a las demás, resultando inferior en un 63, 30 y 58 % con relación a T1, T3 y T4. La fuerza de tiro del órgano de trabajo del escarificador con saetas se incrementa con la densidad del suelo y con la profundidad, y velocidad de trabajo. Las fuerzas horizontales y verticales de la maqueta se incrementan linealmente con la densidad y humedad del suelo. Existe una relación lineal entre las fuerzas de tiro y horizontales medidas en el apero real y en el apero a escala con el contenido de humedad del suelo. ABSTRACT The work was developed in three stages of research, the first two were conducted in the Basic Unit of Cooperative Production "El Palmar" belonging to the agricultural farm "Paquito Rosales Benitez" in the municipality of Yara, Granma Province, Cuba, the which was conducted in the period from April 2005 to January 2008 and November 2012 and February 2013 respectively, the third from May to June 2013 on a soilbin located in the ship's machinery of Rural Engineering Department of the Technical University of Madrid. In the first stage were evaluated tractor-implement sets involved in the completion of four tillage systems for cassava, Pink Dwarf variety. Tillage systems were: T1, plowing (elevation) with a disk plow followed by a pass of disc harrow, a cross of scarifier and a pass with a disc harrow (5 labours), T2, minimum tillage comprising a deep work with a scarifier with a bolt followed by a disc harrow work (two labours); T3, minimum tillage which two crossed passes performed with scarifier and milling labour with a horizontal axis milling machine (three labours) and, T4, two crossed labours with disc harrow followed by two crossed passes with the scarifier and a final labour with disc harrow (5 labours). Five observations of the working day for each tractor-implement sets of each tillage system in three seasons were performed, evaluating fuel consumption, different productivities, indexes and technological and operational factors, the crop yield energy balance and the emission of CO2 equivalent. In the second stage we determined the draft force required by a working body of a scarifier with bolt under field conditions at three depths (15, 25 and 35 cm) and four operating speeds (1.30, 1.49 , 1.65 and 2.32 m s-1). In the third stage were determined horizontal and vertical forces on an experimental model of a working body of a scarifier with bolt (1:5 real scale of the implement) in four moisture contents (60, 90, 120 and 150 g kg -1), three soil densities (1.1, 1.2, and 1.3 Mg m-3) and a speed of 40 mm s-1.The results of real scale implement the experimental model were compared. The best results related to evaluated machinery indicators corresponded to T2 minimum tillage system, which presents the best productivity per hour clean time (1.34 ha h-1) and operating time (1.27 ha h-1), with significant differences compared to other tillage systems evaluated; as well as lower fuel consumption (32.4 L ha-1) and the best energy performance, with significant differences from the other, resulting lower by 63, 30 and 58% compared to T1, T3 and T4. The draft force of the working body of the scarifier with bolt increases with soil density and depth, and speed of work. The horizontal and vertical forces of the model increase linearly with density and soil moisture. A linear relationship exists between the shot and horizontal forces measured at the real implement and scale implement with the soil moisture content.

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The purpose of this research is to assess the effectiveness of a ship used as a detached floating breakwater for coastal protection and forming salients of sand or tombolos. Floating breakwaters have been extensively used as port or coastal protection structures and display advantages in terms of construction and ecology, amongst others. However, the greatest problem these structures present is the limited range of wave heights and periods for which they are really effective. Furthermore, ships may be considered as floating structures which, used as breakwaters, would keep the advantages of floating breakwaters and would increase their range of applicability. The possibility of using ships at the conclusion of their useful life for this purpose would also involve greater economic and environmental advantages. Tests were carried out to assess the ship’s effectiveness as a detached floating breakwater using a scaled down physical model to determine the vessel’s transmission coefficient (Kt) as to regular waves with significant periods of 5 sec to 12 sec and significant wave heights of 1.5 m to 4 m at depths from 20 m to 35 m. The ship proves effective for waves up to 4 m significant height and significant periods up to 9 sec. Hanson and Kraus and Pilarzyk’s analytical models, which take transmission coefficients into account, were used to analyse the shore’s response to the breakwater protection. The results obtained show that salients form for waves with periods between 6 sec and 9 sec. It is also concluded that the depths tested are far different from the more usual shallow water involved in constructing detached breakwaters and the shore’s response is therefore scarce.