停车线后退法对信号灯交叉口通行能力的影响  

The effect of traffic capacity of signalized intersection by the method of making stop line move backward

作　　者：胡永举[1] 刘锦俐 邱欣[1] 施俊庆[1] 

机构地区：[1]浙江师范大学工学院,浙江金华321004

出　　处：《浙江师范大学学报（自然科学版）》2016年第4期457-462,共6页Journal of Zhejiang Normal University:Natural Sciences

基　　金：浙江省自然科学基金资助项目(LQ15E080005)

摘　　要：为了提高信号灯交叉口的通行能力,提出了停车线后退法,以改善大型交叉口交通组织方式;给出了该方法的设置条件和方法;并利用《城市道路设计规范》和停车线法计算公式,对给定大型交叉口通行能力进行了计算、对比和分析.研究内容和结果可为解决城市交通拥堵问题提供方法与理论依据.In order to improve the traffic organization and traffic capacity of large intersections, setting condi-tions and methods of making stop line move backward were proposed. It was calculated, comparied and ana-lyzed the traffic capacity of given large intersection based on the Urban Road Design Code and the stop line method. The results showed that the research provided a useful method and technical theory to solve the prob-lem of traffic congestion.

关 键 词：停车线后退法 信号灯 大型交叉口 通行能力 

分 类 号：U491[交通运输工程—交通运输规划与管理]