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武汉市红庙枢纽立交通行能力仿真实验研究

Simulation Study of Wuhan Hongmiao Pivot Interchange Capacity

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【作者】 殷杰吴瑞麟王巍杨梅梅吕锦刚尚延刚

【Author】 YIN Jie;WU Ruilin;WANG Wei;YANG Meimei;LYU Jingang;SHANG Yangang;School of Civil Engineering and Mechanics,Huazhong University of Science and Technology;China Railway Siyuan Survey and Design Group Co.,Ltd.;Wuhan Municipal Engineering Design & Research Institute Co.,Ltd.;Wuhan Landed Estate Development and Investment Group Co.,Ltd.;

【机构】 华中科技大学土木工程与力学学院中铁第四勘察设计院集团有限公司武汉市政工程设计研究院有限责任公司武汉地产开发投资集团有限公司

【摘要】 红庙枢纽立交位于特长隧道出入口处,隧道与立交相互制约。针对特长隧道及其出入口交通枢纽的交通状况,以实地交通调查和城市交通预测数据为基础,运用VISSIM交通仿真软件建立仿真模型,通过改变流量、流速、流向等不同参数,分别对该枢纽立交交通瓶颈点预测、交通枢纽整体通行能力等进行交通仿真实验;分析实验数据,归纳了该枢纽堵塞区域瓶颈点发生规律,得到实际枢纽立交整体通行能力与规范"设计通行能力"的比值关系。

【Abstract】 Hongmiao pivot interchange is located at the passageway of an Extra-Long Tunnel;tunnel and interchange affect and restrict each other.For the traffic situation of the Extra-Long Tunnel and pivot interchange,the field traffic survey data and urban traffic forecast data are adopted as the research base,and the VISSIM traffic simulation software is used to establish the simulation model for Hongmiao pivot interchange.By changing different parameters such as flow rate,velocity and direction,the traffic simulation experiments are carried out to predict the traffic bottleneck point and the overall capacity of the pivot interchange.Finally,the simulation experiment data is analyzed to identify and summarize the occurrence at the bottleneck points of hub congested area,and the ratio relationship between the actual overall capacity and "design capacity" is obtained.

  • 【文献出处】 交通科技 ,Transportation Science & Technology , 编辑部邮箱 ,2017年02期
  • 【分类号】U491
  • 【下载频次】60
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