城市道路路段人行横道通行能力分析
|
摘要
人行横道通行能力是影响人行横道设置的重要因素。通过对行人及非机动车过街速度和过街特征的研究,分别建立了以密闭容器为基础的有信号控制人行横道通行能力模型,和以可接受间隙为理论依据的无信号控制人行横道通行能力模型,并通过实例进行了验证,以期对人行横道通行能力研究提供一定价值的参考。
The capacity of pedestrian crossing is an important factor affecting the setting of pedestrian crossing.Through the investigation of street speed and crossing characteristics of pedestrians and non-motorized vehicles,a signal control capacity model of pedestrian crossings based on closed vessels and a non-signal control capacity model of pedestrian crossings based on gap acceptance were established and verified by an example in this paper so as to provide reference for the research on the capacity of pedestrian crossings.
The capacity of pedestrian crossing is an important factor affecting the setting of pedestrian crossing.Through the investigation of street speed and crossing characteristics of pedestrians and non-motorized vehicles,a signal control capacity model of pedestrian crossings based on closed vessels and a non-signal control capacity model of pedestrian crossings based on gap acceptance were established and verified by an example in this paper so as to provide reference for the research on the capacity of pedestrian crossings.
引文
[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].交通运输工程与信息学报,2004,2(2):102-108,114.
[2] OH H,SISIOPIKU V P. Probabilistic models for pedestrian capacity and delay at roundabouts[C]//Maui.Proceedings of the 4th International Symposium on Highway Capacity. Hawaii:NaticInal Research Council,2000:459-470.
[3]邱杨.路段无信号控制人行横道实际通行能力研究[J].湖南交通科技,2016,42(4):174-177.
[4] RAGHURAM K B,RATHI N,PERUMAL V. Evalution of pedestrian mid-block road crossing behaviour using artificial neural network[J]. Journal of Traffic and Transportation Engineering,2014,1(2):111-119.
[5]冯绍海,李淑庆,谢晓忠.交叉口人行横道通行能力研究[J].交通与计算机,2011,29(1):20-24.
[6]李文勇,陈学武,王庆,等.路段人行横道通行能力及过街绿灯时间计算[J].武汉理工大学学报:交通科学与工程版,2006,30(5):751-754.
[7]郑祖武.现代城市交通[M].北京:人民交通出版社,1998:320-323.
[8]韩慧敏,彭宏勤.行人过街设施的设置依据与措施[J].湖南交通科技,2007,33(4):134-136,184.
[9]美国交通研究委员会(TRB).道路通行能力手册[M].任福田,译.北京:中国建筑工业出版社,1991.
[10]付文进,郑长江,王晨.无控制人行横道处城市道路通行能力研究[J].大连交通大学学报,2017,38(4):38-40.
[2] OH H,SISIOPIKU V P. Probabilistic models for pedestrian capacity and delay at roundabouts[C]//Maui.Proceedings of the 4th International Symposium on Highway Capacity. Hawaii:NaticInal Research Council,2000:459-470.
[3]邱杨.路段无信号控制人行横道实际通行能力研究[J].湖南交通科技,2016,42(4):174-177.
[4] RAGHURAM K B,RATHI N,PERUMAL V. Evalution of pedestrian mid-block road crossing behaviour using artificial neural network[J]. Journal of Traffic and Transportation Engineering,2014,1(2):111-119.
[5]冯绍海,李淑庆,谢晓忠.交叉口人行横道通行能力研究[J].交通与计算机,2011,29(1):20-24.
[6]李文勇,陈学武,王庆,等.路段人行横道通行能力及过街绿灯时间计算[J].武汉理工大学学报:交通科学与工程版,2006,30(5):751-754.
[7]郑祖武.现代城市交通[M].北京:人民交通出版社,1998:320-323.
[8]韩慧敏,彭宏勤.行人过街设施的设置依据与措施[J].湖南交通科技,2007,33(4):134-136,184.
[9]美国交通研究委员会(TRB).道路通行能力手册[M].任福田,译.北京:中国建筑工业出版社,1991.
[10]付文进,郑长江,王晨.无控制人行横道处城市道路通行能力研究[J].大连交通大学学报,2017,38(4):38-40.