探讨客车不锈钢车身制造工艺

随着海外出口客车量的增加,海外车辆对于客车车身防腐的要求也越来越高。不锈钢材料在客车车身上应用技术日益成熟,为满足海外客车的防腐要求,不锈钢做为客车车身材料的应用也越来越广泛。本文主要阐述客车不锈钢材质选择、车身设计结构、车身制造工艺难点和控制。     

城市轨道交通新型车载信号设备以太网网关的设计

目前轨道车辆常用的串行控制总线面临总线阻塞和控制时间延迟等问题,以太网通信总线是未来发展方向。对车载信号设备与不同车载网络总线间的通信进行了阐述,分析MVB(多功能车辆总线)和以太网的报文,完成了MVB-TCP/IP通信模块的设计,实现以太网通信协议与MVB间的数据传输。     

LED综合节能照明装置在地铁工程中的应用

以深圳地铁2号线工程为例,讨论发光二极管(LED)综合节能照明装置的使用范围、类型参数、技术要求、控制方式,分析异型LED照明装置的布置情况,并对其节能效果进行评估。结果表明,单套LED综合节能装置能接收欧洲安装总线(EIB)控制系统的带有数字可寻址灯光照明接口(DALI)的调光信号,单灯具备可连续调光功能,可使整个车站根据不同模式及运营需求进行整体调光,具有明显的节能优势,且不会降低使用要求。     

上海市公交柴油车碳烟排放的评估与分析

介绍了上海市道路交通以及公交汽车拥有量的发展；按照发动机购置年份、机型以及车队等统计上海市公交柴油车碳烟排放状况；追踪某一车队同一机型连续几年来的百公里油耗以及碳烟排放水平，分析了影响公交柴油车碳烟排放的各种因素；最后从管理方面提出加强I／M制度以降低公交柴油车碳烟排放。     

后置发动机城市公交车冷却系统的定性分析

简要介绍后置发动机城市公交客车冷却系统的布置结构,定性分析影响后置发动机城市公交客车冷却系统散热效果的各种原因,明确提高冷却系统散热效果的途径以及设计中的处理建议、注意事项等。     

基于CCP协议的HEV用ECU标定系统设计

CCP协议是基于CAN总线通信方式的车用ECU标定协议，具有通信可靠、传输速度快、通用性好等优点。在实时内核环境下设计了一套基于CCP协议的标定系统，并使用该系统实现了对混合动力电动汽车(HEV)动力系统中多个ECU同时标定的工作。     

Bus Priority Using pre-signals

The need to provide efficient public transport services in urban areas has led to the implementation of bus priority measures in many congested cities. Much interest has recently centred on priority at signal controlled junctions, including the concept of pre-signals, where traffic signals are installed at or near the end of a with-flow bus lane to provide buses with priority access to the downstream junction. Although a number of pre-signals have now been installed in the U.K., particularly in London, there has been very little published research into their design, operation and optimisation. This paper addresses these points through the development of analytical procedures which allow pre-implementation evaluation of specific categories of pre-signals. The paper initially sets out three categories of pre-signal, which have different operating characteristics, different requirements for signalling and different impacts on capacity and delay. Key issues concerning signalling arrangements for these categories are then discussed, together with a summary of the analytical approach adopted and the assumptions required. Equations are developed to allow appropriate signal timings to be calculated for pre-signalised intersections. Further equations are then developed to enable delays to priority and non-priority traffic, with and without pre-signals, to be estimated with delay being taken here as the key performance criterion. The paper concludes with three application examples illustrating how the equations are applied and the impacts of pre-signals in different situations.The analyses confirm the potential benefits of pre-signals, where these signals apply to non-priority traffic only. Where buses are also subject to a pre-signal, it is shown that disbenefits to buses can often occur, unless bus detectors are used to gain priority signalling.     

非港湾式公交停车对道路交通流的影响分析

公交车进出站点不仅影响本身,也给其他车辆运行带来很大干扰。文章首先比较全面地分析非港湾式公交停车影响下道路交通流特征,然后借助于EXCEL软件,构建关于公交停车频率、公交停车时间、最大公交停车长度及其存在时间、道路流量的车速和车头时距多元线性模型,并进行了严格的数学检验。该研究为合理分析路段交通流状况、正确计算区间行驶车速与车头时距提供了依据。     

路侧公交专用车道模式下右转交织长度建模

在设置路侧公交专用道的交叉口处,可通过划定交织区的方式允许右转车辆借用一定长度的公交专用道通行.合理规划公交车与右转车的交织区长度有利于提高借道右转的通行效率,减少在交织区前的排队车辆数从而降低道路混乱程度,保障公交车的专用路权.本文分析了公交站点影响下的公交车车头时距分布,建立了右转车穿越交织区长度计算模型,并结合实际调查数据进行了算例分析和模型验证.研究成果可为公交优先条件下的交叉口空间优化设计提供理论参考.     

Analytical and simulation approaches to understand combined effects of transit signal priority and road-space priority measures

Transit signal priority (TSP) may be combined with road-space priority (RSP) measures to increase its effectiveness. Previous studies have investigated the combination of TSP and RSP measures, such as TSP with dedicated bus lanes (DBLs) and TSP with queue jump lanes (QJLs). However, in these studies, combined effects are usually not compared with separate effects of each measure. In addition, there is no comprehensive study dedicated to understanding combined effects of TSP and RSP measures. It remains unclear whether combining TSP and RSP measures creates an additive effect where the combined effect of TSP and RSP measures is equal to the sum of their separate effects. The existence of such an additive effect would suggest considerable benefits from combining TSP and RSP measures. This paper explores combined effects of TSP and RSP measures, including TSP with DBLs and TSP with QJLs. Analytical results based on time-space diagrams indicate that at an intersection level, the combined effect on bus delay savings is smaller than the additive effect if there is no nearside bus stop and the traffic condition in the base case is under-saturated or near-saturated. With a near-side bus stop, the combined effect on bus delay savings at an intersection level can be better than the additive effect (or over-additive effect), depending on dwell time, distance from the bus stop to the stop line, traffic demand, and cycle length. In addition, analytical results suggest that at an arterial level, the combined effect on bus delay savings can be the over-additive effect with suitable signal offsets. These results are confirmed by a micro-simulation case study. Combined effects on arterial and side-street traffic delays are also discussed.