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本文简述了我国信号交叉口混合交通流特征和研究现状。针对我国典型四相位(双向左转)信号控制交叉口,分析了行人、非机动车以及机动车的运行特征,给出了计算行人和非机动车通行能力的公式和信号控制方法,并结合南京市太平北路—珠江路交叉口的几何尺寸和流量数据进行了计算。计算结果表明,通过设置行人、非机动车专用信号,能够有效避开混合交通流在交叉口的冲突,提高了交叉口的交通安全性及其通行能力。该研究的应用前景较为广泛。
Abstract:The characteristics and the recent researches on signalized intersection with mixed traffic flow in our country is briefly stated. After analyzing the moving features of the pedestrian, non-mobile and mobile at a typical four-phase (bi-left-turning) signalized intersection, formulas for calculating the capacities of pedestrian and non-mobile and a control method are presented in this paper. A calculation example according to the geometry dimension and the traffic flow data of Taiping Beilu-Zhujiang Lu intersection in Nanjing is given. The results show that the conflicts among mixed traffic flows at the intersection is avoided effectively and the traffic capacity and the safety could be enhanced through setting appropriative signal for the pedestrian and the non-mobile. The study is with wide application prospect.
[1]郑祖武,李康,等.现代城市交通[M].北京:人民交通出版社,1998.209-211.
[2]DijkerT., et al.Car-following under congested conditions[J].TRR,1998;(1644):2-28.
[3]SchuurmanH.,VermijsR.G.M.M.The use of micro simulation for the design of weaving sections[C].In: U.Brannolte, ed.HighwayCapacity andLevel ofService,Karlsruhe.1991.41-427.
[4]WuJ.P.A fuzzy logic microscopic simulation model for interurbanATT assessment[A].10thEuropeanSimulationSymposium2-28thOctober1998[C].Nottingham,UK.1998.34-354.
[5]杨晓光,彭国雄,杨佩昆.混合交通条件下交通控制信号相位变换问题的研究[C].中国人类工效学学会第三次学术年会暨中外驾驶适应性与神经行为学学术会议论文集.合肥安徽:人民出版社,1995.78-802.
[6]郑祖武,李康,徐吉谦,等等.现代城市交通[M]. 北京:人民交通出版社,1998.
[7]杨晓光,陈白磊,彭国雄.行人交通控制信号设置方法研究[J].中国公路学报,2001;14(1):7-76.
[8]王炜,过秀成.交通工程学[M].南京:东南大学出版社,2000.
[9]全永燊.城市交通控制[M].北京:人民交通出版社,1989.
[10]徐立群,吴聪,杨兆升.信号交叉口通行能力计算[J].交通运输工程学报,2001;1(1):82-85.
[11]NationalResearchCouncil.SpecialReport209,HighwayCapacityManual[R].TRB,WashingtonD.C.:NationalResearchCouncil,2000.
基本信息:
DOI:
中图分类号:U491
引用信息:
[1]徐良杰,王炜,俞斌.信号交叉口非机动车及行人交通控制研究[J],2004(02):102-108+114.
基金信息:
国家自然科学基金资助(50378016)。