摘要
Based on the gap acceptance theory, the mixed traffic flow composed of r representative types of vehicles 1, 2,…, r vehicles is analyzed with probability theory. Capacity model of the minor mixed traffic flow crossing m major lanes with M3 distributed headway on the unsignalized intersection is set up, and it is an extension of capacity model for one minor lane vehicle type crossing one major lane traffic flow.
本文以可接受间隙理论为基础 ,利用概率论方法 ,对以 1型车 ,2型车 ,… ,r型车等r种代表车型组成的混合车流进行分析 .建立了无信号交叉口支路混合车流穿越主路m条车道 ,每一车道的交通流车头时距服从不同强度的M3分布的通行能力模型 ,发展了无信号交叉口单一车型、单一车道车流理想条件的通行能力理论 .
基金
TheprojectsupportedbytheNationalNatureScienceFoundationofChina! (5 0 0 780 15 )
theKeyProjectofNationalNinthFiveYearsScienc
