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环形交叉口储备通行能力计算 被引量:4

Study of Reserve Capacity of Roundabouts
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摘要 在介绍环形交叉口入口通行能力、交织段通行能力和总通行能力等计算方法的基础上,给出了环形交叉口流量流向矩阵形式并以此来表达冲突流量,对于入口通行能力的线性回归模型,以各入口流量之和达到最大值为目标及各入口车流饱和度均满足一定服务水平为约束,假设交叉口各入口转向比例不变并当实际流量增加时,首先在环形交叉口某一瓶颈入口处达到饱和,此时环形交叉口各入口流量之和即为储备通行能力.论文给出了储备通行能力的推导过程并以英国Kimber公式、瑞士Bovy等人的公式为例,针对大连市数码广场环形交叉口的实际调查数据,用两种方法计算出该交叉口的储备通行能力.结论说明:该方法对于入口通行能力为线性回归模型的环形交叉口储备通行能力的计算均适用,并可由此找出环形交叉口的瓶颈入口. Some calculation methods of roundabouts entry capacity,waving section capacity and full capacity were introduced,and a target of archiving the maximum sum of all entries flow rate and a constraint which all entry saturations meet certain level of service conditions is proposed based on linear regression model for roundabout entry capacity.After acquired the traffic flow data of roundabouts,the greatest possible flow rate named as the reserve capacity can be derived on the assumption that the flow rate of each direction change with the same ratio and that running bottleneck is existed in the roundaboutk.Two methods using Kimber formula and Bovy formula are given to calculate the roundabout reserve capacity based on the data of four-entry roundabout.The result illustrates that the model can be applied for the calculation of roundabouts reserve capacity when lineal regress model is used to calculate entry capacity.The bottleneck entry can be found also.
出处 《大连交通大学学报》 CAS 2010年第6期25-28,38,共5页 Journal of Dalian Jiaotong University
基金 辽宁省教育厅高等学校科学技术研究计划资助项目(05IL041)
关键词 环形交叉口 入口通行能力 储备通行能力 饱和度 roundabout entry capacity reserve capacity saturation degree
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参考文献9

  • 1OLA HAGRING.Derivation of a Capacity Equation for a Roundabout Entry With Mixed Circulating and Exiting Flow[C].Transportation Research Board,2001:91-99.
  • 2ROD J,TROUTBECK,SOICHIRO KAKO.Limited priority merge at unsignalized intersections[J].Transportation Research Part A:Policy and Practice,1999,33(3-4):291-304.
  • 3孟永平,邓卫,葛亮.基于车队法的双车道无控制交叉口通行能力分析[J].公路交通科技,2005,22(12):119-122. 被引量:8
  • 4HESHAM ROSHDY ELBADRAWI.A computer simulation model for single-lane roundabouts[D].Doctor paper of Florida international university,2000:49-56.
  • 5TAN Jian-an.Comparison of capacity between roundabout design and signalised junction design[C].1st Swiss Transport Research Conference,2001.
  • 6WONG S C.On the reserve capacities of priority junctions and roundabouts[J].Transpn Res.-B,1996,30(6):441-453.
  • 7Cheng Lin,Li Qiang,Wang Jing-yuan,et al.Urban street network capacity reliability[J].Journal of Southeast University,2004,20(2):235-239.
  • 8赵彤,高自友.最优信号控制条件下城市交通离散网络设计问题的备用能力模型[J].系统工程理论与实践,2004,24(8):118-123. 被引量:9
  • 9郭瑞军,王永亮,郑明明.一种环形交叉口通行能力测算的方法[J].交通运输系统工程与信息,2006,6(3):82-84. 被引量:10

二级参考文献14

  • 1[1]Allsop R E.Estimating the traffic capacity of a signalized road junction[J].Transportation Research,1972,6B:245-255.
  • 2[2]Wong S C,Yang H.Reserve capacity of a signal-controlled road network[J].Transportation Research,1997,31B:397-402.
  • 3[3]Gao Z Y,Song Y F,A reserve capacity model of optimal signal control with user-equilibrium route choice[J].Transportation Research,2002,36B:313-323.
  • 4[4]Yang H,Bell M G H.Models and algorithms for road network design:a review and some new developments[J].Transport Reviews,1998,18:257-278.
  • 5[5]Boyce D E.Urban transportation network equilibrium and design models:recent achievements and future prospectives[J].Environment and Planning,1984,16A:1445-1474.
  • 6[6]Leblanc L J.An algorithm for the discrete network design problem[J].Transportation Science,1975,9:183-199.
  • 7[7]Allsop R E.Evolving applications of mathematical optimization in design and operation of individual signal-controlled road junctions[A].In Mathematics in Transport Planning and Control[C].Clarendon Press,Oxford,1-24.
  • 8[11]Peter A S.Optimization of Transport Networks[M].John Wiley &Sons,1974.
  • 9[12]Tobin R L,Friesz T L.Sensitivity analysis for equilibrium network flow[J].Transportation Science,1988,22:242-250.
  • 10徐吉谦.交通工程总论[M].北京:人民交通出版社,1991.18-20.

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