为减少过饱和交叉口的车辆延误时间,建立了改进的F-B配时模型。该模型进行周期计算的步骤与F-B法相同.在调查各进口道交通量时,提出“通过交通量”的概念,并采用延误模型对F-B算法以及改进F-B法进行评价。案例分析结果表明,与F-B配时模型相比,应用改进F-B配时模型的信号配时方案使相邻交叉口延误时间分别减少了34.39%和28.05%。该模型能够有效缓解交通拥堵,减少车辆排队长度并提高交叉口服务水平。
To reduce the vehicle delay time at oversaturated intersections, the improved F-B signal timing moder was established. The procedures of cycle calculation in this model were the same as those in F-B method. The concept of "real traffic volume" was put forward when investigating the flow rate of each approach, and the delay model was used to evaluate the F-B method and the improved F-B method. The case study indicated that, compared with the F-B signal timing model, the use of improved F-B model made the delay time of two neighboring intersections of Wenhua Road/ Fushan Road and Wenhua Road/Hagongda Road decrease 34.39% and 28.05% respectively. The improved model can ease traffic jam effectively, and reduce vehicle queue length, and improve the intersection service level.