摘要
本文应用交通流理论,分析了过街人流受机动车和非机动车流干扰的累计延误,给出了在一定车流强度条件下,人行过衔横道通行能力的计算模型,从而为确定人行立交工程建设的适宜交通流量提供了定量分析的方法。
Using the traffic flow theory this paper analyses the pedestrain accumulative delay caused by motorized and non-motorized vehicle flows, obtains the model used to calculate the traffic capacity of the pedestrain crosswalk under the condition that the intensity of the vehicle flow is given, thus advances a quantitative analysis method to determine the traffic volume suitable for constructing the pedestrain grade seperation. Two typical examples are demonstrated in the paper
出处
《土木工程与管理学报》
1989年第3期7-20,共14页
Journal of Civil Engineering and Management
关键词
交通流
通行能力
空档分布
延误
位移负指数分布
厄尔兰分布
Traffc flow
traffic capacity
distribution of gaps
delay
displacement-negative exponential distribution
Erlang distributi n