摘要
通过对协调控制系统进行相位优化设计,综合考虑各路段的平均车速、车流的离散性、相交道路的转弯车流以及车辆到达的不均匀性等各种影响干道协调控制方案实施效果的主要因素后,建立了一种新的干道协调控制相位差模型。以干道控制系统的总延误与总停车次数作为相位差模型的输出,对上、下行车队在交叉口的延误规律进行了分析,并利用Matlab编程计算来实现相位差的优化。结果表明:该优化模型为解决干道协调控制相位差优化问题提供了一种新方法。
By phase optimization design on arterial road coordinate control system, a new offset model for arterial road coordinate control was established. Authors considered all the factors, such as road average speed, traffic flow dispersion, turning traffic flow from crossway and asymmetry of vehicles arrival distribution in the model which greatly influenced the control effect of arterial road coordinate control scheme. Total delay and total parking number were taken as the offset model output, and the rules of two directional traffic flow delay at the intersections were particularly analyzed. Moreover, programming calculation of Matlab was introduced to realize the optimization of the offset. Results show that the optimized model can provide a new approach for offsets optimization of arterial road coordinate control system.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
2008年第1期83-88,共6页
China Journal of Highway and Transport
基金
国家高技术研究发展计划("八六三"计划)项目(2006AA11z211)
广东省工业科技攻关计划项目(2005A10101001)
关键词
交通工程
干道协调控制
相位差模型
延误时间
停车次数
受阻分析图
traffic engineering
arterial road coordinate control
offset model
delay time
parking number
delay analysis chart
