987 resultados para Traffic flow
Size-resolved particle distribution and gaseous concentrations by real-world road tunnel measurement
Resumo:
Measurements of aerosol particle number size distributions (15-700 nm), CO and NOx were performed in a bus tunnel, Australia. Daily mean particle size distributions of mixed diesel/CNG (Compressed Natural Gas) buses traffic flow were determined in 4 consecutive measurement days. EFs (Emission Factors) of Particle size distribution of diesel buses and CNG buses were obtained by MLR (Multiple Linear Regression) methods, particle distributions of diesel buses and CNG buses were observed as single accumulation mode and nuclei-mode separately. Particle size distributions of mixed traffic flow were decomposed by two log-normal fitting curves for each 30 minutes interval mean scans, all the mix fleet PSD emission can be well fitted by the summation of two log-normal distribution curves, and these were composed of nuclei mode curve and accumulation curve, which were affirmed as the CNG buses and diesel buses PN emission curves respectively. Finally, particle size distributions of diesel buses and CNG buses were quantified by statistical whisker-box charts. For log-normal particle size distribution of diesel buses, accumulation mode diameters were 74.5~87.5nm, geometric standard deviations were 1.89~1.98. As to log-normal particle size distribution of CNG buses, nuclei-mode diameters were 21~24 nm, geometric standard deviations were 1.27~1.31.
Resumo:
In the past few years, the virtual machine (VM) placement problem has been studied intensively and many algorithms for the VM placement problem have been proposed. However, those proposed VM placement algorithms have not been widely used in today's cloud data centers as they do not consider the migration cost from current VM placement to the new optimal VM placement. As a result, the gain from optimizing VM placement may be less than the loss of the migration cost from current VM placement to the new VM placement. To address this issue, this paper presents a penalty-based genetic algorithm (GA) for the VM placement problem that considers the migration cost in addition to the energy-consumption of the new VM placement and the total inter-VM traffic flow in the new VM placement. The GA has been implemented and evaluated by experiments, and the experimental results show that the GA outperforms two well known algorithms for the VM placement problem.
Resumo:
Car following (CF) and lane changing (LC) are two primary driving tasks observed in traffic flow, and are thus vital components of traffic flow theories, traffic operation and control. Over the past decades a large number of CF models have been developed in an attempt to describe CF behaviour under a wide range of traffic conditions. Although CF has been widely studied for many years, LC did not receive much attention until recently. Over the last decade, researchers have slowly but surely realized the critical role that LC plays in traffic operations and traffic safety; this realization has motivated significant attempts to model LC decision-making and its impact on traffic. Despite notable progresses in modelling CF and LC, our knowledge on these two important issues remains incomplete because of issues related to data, model calibration and validation, human factors, just to name a few. Thus, this special issue will focus on latest developments in modelling, calibrating, and validating two primary vehicular interactions observed in traffic flow: CF and LC.
Resumo:
This work aims at providing an effective parking management system by reducing the drivers' searching time for vacant car-parking space, in turn improving the traffic flow in the car park areas. This is achieved by the use of Fiber Bragg Grating Sensor (FBG) sensor instrumentation in vehicle parking management system. Present work involves embedding an array of FBG sensors underground in the parking space, then determining the strain changes on the FBG sensor due to load applied by the vehicle parked in the parking space, occupancy of the parking space is determined. To validate the FBG sensor parking management system, three most common cases have been considered. This closed loop FBG parking management system can give real-time feed-back to space-guidance display board helping the driver in maneuvering the vehicle to the appropriate parking space. The proposed technique offers optimized usage of parking space for the various segments of cars and also facilitates in a conjoined automated billing system, as compared to conventional method of parking systems.
Resumo:
Nesta dissertação consideramos duas abordagens para o tráfego de veículos: a macroscópica e a microscópica. O tráfego é descrito macroscopicamente por três grandezas físicas interligadas entre si, a saber, a velocidade, a densidade e o fluxo, descrevendo leis de conservação do número de veículos. Há vários modelos para o tráfego macroscópico de veículos. A maioria deles trata o tráfego de veículos como um fluido compressível, traduzindo a lei de conservação de massa para os veículos e requer uma lei de estado para o par velocidade-densidade, estabelecendo uma relação entre eles. Já o modelo descrito pela abordagem microscópica considera os veículos como partículas individuais. Consideramos os modelos da classe "car - following". Estes modelos baseiam-se no princípio de que o (n - 1)-ésimo veículo (denominado de "following-car") acelera em função do estímulo que recebe do n-ésimo veículo. Analisamos a equação de conservação do número de veículos em modelos macroscópicos para fluxo de tráfego. Posteriormente resolvemos esta equação através da linearização do modelo, estudando suas retas características e apresentamos a resolução do problema não linear em domínios limitados utilizando o método das características
Resumo:
网络动态交通流的统计分析技术是目前移动计算及智能运输系统领域的一个重要研究方向.然而,现有的交通流统计分析方法(如基于固定传感器的方法、高空交通流监视方法、浮动车法等)存在着信息量少、数据处理复杂、精确度及效率低下、通信代价高昂等缺陷.为了有效地提高交通流统计分析的效率与精度,提出了一种基于网络受限移动对象数据库的交通流统计分析方法(network constrained moving objects database based traffic flow statistical analysis.NMOD—TFSA).通过对移动对象所提交的位置更新信息进行联机统计,NMOD-TFSA能够实时地获取交通网络各部分的动态交通参数.由于在数据采集时考虑了道路网络的拓扑结构,NMOD.TFSA有效地降低了通信及计算的代价;此外,NMoD—TFSA所采集的数据能够反映移动对象完整的时空轨迹,因此为数据分析提供了更为丰富的信息,提高了数据处理的精度.实验结果表明,与目前通行的浮动车法相比,NMOD—TFSA有效地降低了 通信及计算代价,提高了交通流统计分析的精度与灵活性.
Resumo:
提出一种移动对象数据库模型——Dynamic Transportation Network Based Moving Objects Database(简称DTNMOD),并给出了DTNMOD中基于移动对象时空轨迹的网络实时动态交通流分析方法.在DTNMOD中,交通网络被表示成动态的时空网络,可以描述交通状态、拓扑结构以及交通参数随时间的变化过程;网络受限的移动对象则用网络移动点表示.DTNMOD模型包含了完整的数据类型和查询操作的定义,因此可以在任何可扩充数据库(如PostgreSQL或SECONDO)中实现,从而得到完整的数据库模型和查询语言.为了对相关模型的性能进行比较与分析,基于PostgreSQL实现了一个原型系统并进行了一系列的实验.实验结果表明,DTNMOD提供了良好的区域查询及连接查询性能.
Resumo:
根据目前中国路桥车辆收费标准,提出了一种基于模糊模式识别的车型分类系统。车辆经过环形线圈传感器时,形成感应曲线,提取感应曲线的特征并进行特征分离,利用模糊模式识别方法对车型进行匹配分类。研究结果已在路桥收费系统以及交通流量统计中得到应用。
Resumo:
To support the diverse Quality of Service (QoS) requirements of real-time (e.g. audio/video) applications in integrated services networks, several routing algorithms that allow for the reservation of the needed bandwidth over a Virtual Circuit (VC) established on one of several candidate routes have been proposed. Traditionally, such routing is done using the least-loaded concept, and thus results in balancing the load across the set of candidate routes. In a recent study, we have established the inadequacy of this load balancing practice and proposed the use of load profiling as an alternative. Load profiling techniques allow the distribution of "available" bandwidth across a set of candidate routes to match the characteristics of incoming VC QoS requests. In this paper we thoroughly characterize the performance of VC routing using load profiling and contrast it to routing using load balancing and load packing. We do so both analytically and via extensive simulations of multi-class traffic routing in Virtual Path (VP) based networks. Our findings confirm that for routing guaranteed bandwidth flows in VP networks, load balancing is not desirable as it results in VP bandwidth fragmentation, which adversely affects the likelihood of accepting new VC requests. This fragmentation is more pronounced when the granularity of VC requests is large. Typically, this occurs when a common VC is established to carry the aggregate traffic flow of many high-bandwidth real-time sources. For VP-based networks, our simulation results show that our load-profiling VC routing scheme performs better or as well as the traditional load-balancing VC routing in terms of revenue under both skewed and uniform workloads. Furthermore, load-profiling routing improves routing fairness by proactively increasing the chances of admitting high-bandwidth connections.
Resumo:
In a model commonly used in dynamic traffic assignment the link travel time for a vehicle entering a link at time t is taken as a function of the number of vehicles on the link at time t. In an alternative recently introduced model, the travel time for a vehicle entering a link at time t is taken as a function of an estimate of the flow in the immediate neighbourhood of the vehicle, averaged over the time the vehicle is traversing the link. Here we compare the solutions obtained from these two models when applied to various inflow profiles. We also divide the link into segments, apply each model sequentially to the segments and again compare the results. As the number of segments is increased, the discretisation refined to the continuous limit, the solutions from the two models converge to the same solution, which is the solution of the Lighthill, Whitham, Richards (LWR) model for traffic flow. We illustrate the results for different travel time functions and patterns of inflows to the link. In the numerical examples the solutions from the second of the two models are closer to the limit solutions. We also show that the models converge even when the link segments are not homogeneous, and introduce a correction scheme in the second model to compensate for an approximation error, hence improving the approximation to the LWR model.
Resumo:
In recent years, Structural Health Monitoring (SHM) systems have been developed to monitor bridge deterioration, assess real load levels and hence extend bridge life and safety. A road bridge is only safe if the stresses caused by the passing vehicles are less than the capacity of the bridge to resist them. Conventional SHM systems can be used to improve knowledge of the bridges capacity to resist stresses but generally give no information on the causes of any increase in stresses (based on measuring strain). The concept of in Bridge Weigh-in-Motion (B-WIM) is to establish axle loads, without interruption to traffic flow, by using strain sensors at a bridge soffit and subsequently converting the data to real time axle loads or stresses. Recent studies have shown it would be most beneficial to develop a portable system which can be easily attached to existing and new bridge structures for a specified monitoring period. The sensors could then be left in place while the data acquisition can be moved for various other sites. Therefore it is necessary to find accurate sensors capable of capturing peak strains under dynamic load and suitable methods for attaching these strain sensors to existing and new bridge structures. Additionally, it is important to ensure accurate strain transfer between concrete and steel, the adhesives layer and the strain sensor. This paper describes research investigating the suitably of using various sensors for the monitoring of concrete structures under dynamic vehicle load. Electrical resistance strain (ERS) gauges, vibrating wire (VW) gauges and fibre optic sensors (FOS) are commonly used for SHM. A comparative study will be carried out to select a suitable sensor for a bridge Weigh in Motion System. This study will look at fixing methods, durability, scanning rate and accuracy range. Finite element modeling is used to predict the strains which are then validated in laboratory trials.
Resumo:
Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia de Electrónica e Telecomunicações
Resumo:
A QoS adaptation to dynamically changing system conditions that takes into consideration the user’s constraints on the stability of service provisioning is presented. The goal is to allow the system to make QoS adaptation decisions in response to fluctuations in task traffic flow, under the control of the user. We pay special attention to the case where monitoring the stability period and resource load variation of Service Level Agreements for different types of services is used to dynamically adapt future stability periods, according to a feedback control scheme. System’s adaptation behaviour can be configured according to a desired confidence level on future resource usage. The viability of the proposed approach is validated by preliminary experiments.
Resumo:
Pendant les années 1950 et 1960, Montréal se modernise sur plusieurs aspects. L’influence de l’administration de la ville sur cette modernisation est bien connue. Toutefois, les perspectives des acteurs extérieurs sont souvent ignorées. Ce mémoire examine donc les opinions de la Chambre de commerce de Montréal sur la modernisation de la métropole québécoise lors de ces deux décennies. La source principale utilisée pour effectuer cette étude a été la revue hebdomadaire de la Chambre, Commerce-Montréal. Dans le premier chapitre, les opinions de la Chambre de commerce sur la gouvernance municipale sont examinées. Celles-ci montrent que la Chambre percevait l’assainissement des moeurs politiques et l’amélioration de l’efficacité administrative comme intrinsèques à la modernisation de Montréal. Le deuxième chapitre porte sur la circulation automobile et le transport en commun. La Chambre proposait des moyens d’accélérer le débit de la circulation qu’elle jugeait crucial pour la modernisation de la métropole. Le troisième chapitre traite du développement urbain. D’après la Chambre, la modernisation de Montréal exigeait le renouvellement du cadre bâti de la ville, tant résidentiel que commercial. L’étude de ces trois thèmes confirme que, pendant la période 1950-1970, la Chambre de commerce a contribué de manière significative aux débats concernant la modernisation de Montréal. Nous relevons aussi que l’organisme, malgré son désir de paraître apolitique, a été influencé par sa fonction de représentant de la communauté d’affaires francophone. L’importance accordée à la rentabilité de la modernisation, ainsi que la hiérarchisation sociale attribuée à certains sujets, confirment notamment les orientations conservatrices de l’organisme.
Resumo:
La presente investigación pretende analizar la incidencia de la problemática del narcotráfico en México sobre la consolidación de la cooperación bilateral con Estados Unidos, en el lapso de tiempo entre 2000 y 2009. Para alcanzar dicho objetivo, en el primer capítulo se describen las principales dinámicas del narcotráfico en México, evidenciando las principales organizaciones criminales que se dan al interior del país y las actividades que promueven, así mismo, los principales flujos del tráfico de drogas hacia Estados Unidos. Posteriormente, en el segundo capítulo, se explican las consecuencias que esta problemática ha dejado en México y en Estados Unidos y a continuación, en el tercer y último capítulo, se lleva a cabo un análisis sobre la cooperación que se ha dado entre ambos países en pro de eliminar esta problemática. De igual manera, las fuentes que se emplean para el desarrollo de la presente investigación son de tipo secundarias, se emplean técnicas bibliográficas y documentos no académicos, páginas web, artículos de prensa, entre otros. En términos teóricos se toma como referencia la postura funcionalista expuesta por David Mitrany, y algunos elementos de la teoría de la Interdependencia compleja expuesta por Robert Keohane y Joseph Nye. De igual manera, se hace referencia a la reflexión de Buzan, quien hace énfasis en el concepto de seguridad regional y cómo ésta condiciona la agenda de los Estados.