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本文介绍了智能交通系统特点和发展,分析了车载信息采集平台的软件结构设计,提出了设计信息采集平台的基本功能要求和建立方式,进而讨论了智能交通系统的功能实现过程和运行情况. 相似文献
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以某型热动力鱼雷能供系统为研究对象,对鱼雷舷外海水通过雷体上的背压阀直接进入燃料舱增压挤代燃料的工作过程,能供系统管路充填过程及燃料供应过程进行了分析,建立了供油系统管路数学模型,并进行了数字仿真。仿真结果表明,对现有结构的某型鱼雷能供系统,燃料舱从常压增至当地海不压力需一定时间;在动力装置启动初始阶段,燃料泵前及燃料泵通油口咱有可能产生气穴现象。 相似文献
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Ira Hirschman Claire Mcknight John Pucher Robert E. Paaswell Joseph Berechman 《Transportation》1995,22(2):97-113
In 1992, the authors carried out a statistical analysis of Triborough Bridge and Tunnel Authority (TBTA) crossings in New York City, to determine the impact of toll increases on traffic volumes and revenue. Using twelve years of monthly time-series data, we developed a set of multiple regression models that estimated traffic volumes on each TBTA bridge and tunnel as a function of the toll level and other explanatory variables. In most cases, the estimated toll elasticities were negative and much less than 1.0 in absolute value; the median toll elasticity for automobiles was found to be –0.10. Our finding that automobile travel demand is highly inelastic with respect to toll rates is consistent with most previous travel demand studies. 相似文献
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Improving pedestrian safety at intersections remains a critical issue. Although several types of safety countermeasures, such as reforming intersection layouts, have been implemented, methods have not yet been established to quantitatively evaluate the effects of these countermeasures before installation. One of the main issues in pedestrian safety is conflicts with turning vehicles. This study aims to develop an integrated model to represent the variations in the maneuvers of left-turners (left-hand traffic) at signalized intersections that dynamically considers the vehicle reaction to intersection geometry and crossing pedestrians. The proposed method consists of four empirically developed stochastic sub-models, including a path model, free-flow speed profile model, lag/gap acceptance model, and stopping/clearing speed profile model. Since safety assessment is the main objective driving the development of the proposed model, this study uses post-encroachment time (PET) and vehicle speed at the crosswalk as validation parameters. Preliminary validation results obtained by Monte Carlo simulation show that the proposed integrated model can realistically represent the variations in vehicle maneuvers as well as the distribution of PET and vehicle speeds at the crosswalk. 相似文献
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