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CAPACITY ANALYSIS OF AN UNSIGNALIZED MULTI-LEG INTERSECTION USING CONFLICT TEHNIQUE

机译:基于冲突技术的无符号多腿交叉口的能力分析

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The goal of this research is to evaluate the maximum capacity of unsignalized intersection under mixed traffic conditions in order to propose a best suitable design for an intersection. The statistical package of social service (SPSS) is used to model the speed-flow relationship and maximum capacity equations. For the evaluation of capacities at intersection conflicting technique is adopted using linear regression analysis. The first part of conflicting technique includes identification of conflict groups in intersection which depends on the type of intersection. Three-legged intersection consists of six conflict groups with six subject streams whereas four-legged intersection consist of twelve conflict groups with twelve subject streams. In second part, based on the conflict group and the streams involved speed-flow relations for each subject stream are derived. In third part, depending upon the speed-flow relationship model for maximum capacity is developed and in final part capacity evaluation for each stream is carried out. The research focuses on two (2) three-legged and two (2) four-legged unsignalized intersection located in Nalgonda and the data is collected using video graphic technique. New procedures for evaluation of maximum capacity for unsignalized three-legged and four-legged intersection under mixed traffic conditions have been developed. Based on traffic flow measurements and speed prediction at the maximum flow of a stream, the total capacity of an intersection and the maximum flow of each stream is evaluated. The research also shows that capacity increases with decreasing speed which is due to the close packing of vehicles which restricts their movement in the respective lane and at higher speeds, the gap between successive vehicles may be higher and their frequency of lane changing is more. The research has been carried out without considering pedestrian movement. So in further research pedestrian movements along with vehicle movements can also be considered to get more accurate results.
机译:这项研究的目的是评估混合交通条件下无信号交叉口的最大通行能力,以便为交叉口提出最合适的设计。社会服务统计软件包(SPSS)用于对速度-流量关系和最大容量方程进行建模。为了评估交叉路口的通行能力,采用了线性回归分析方法。冲突技术的第一部分包括识别交叉路口中的冲突组,这取决于交叉路口的类型。三足路口由六个冲突组和六个主题流组成,而四足路口由十二个冲突组和十二个主题流组成。在第二部分中,基于冲突组和涉及的流,得出每个主题流的速度-流量关系。在第三部分中,根据速度-流量关系模型开发了最大容量,并在最后部分中对每个流进行了容量评估。该研究集中于位于Nalgonda的两(2)个三足和两(2)个四足无信号交叉口,并使用视频图形技术收集数据。已经开发了评估混合交通条件下无信号三足和四足交叉路口最大通行能力的新程序。基于交通流量的测量和在最大流量下的速度预测,评估交叉口的总通行能力和每个流量的最大流量。研究还表明,容量的增加会随着速度的降低而增加,这是由于车辆的密集包装限制了它们在相应车道中的运动,而在更高的速度下,相继车辆之间的间隙可能会更大,并且换道的频率会更多。这项研究是在没有考虑行人运动的情况下进行的。因此,在进一步研究中,也可以考虑将行人运动与车辆运动一起以获得更准确的结果。

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