| 非对称放行方式下的干道双向绿波协调控制 |
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| 引用本文： | 姬利娜,宋清华. 非对称放行方式下的干道双向绿波协调控制[J]. 公路交通科技, 2011, 0(10): 96-101 |
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| 作者姓名： | 姬利娜 宋清华 |
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| 作者单位： | 安阳工学院; |
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| 摘 要： | 通过对对称放行和非对称放行两种方式下的双向绿波设计进行比较,针对非对称放行方式的特点,根据绿波协调控制需求,进行独特的搭接相位设计,并在相位差的计算过程中考虑各路段行驶车速和红灯排队车辆的影响.在此基础上,提出了一种新的干道绿波协调控制实用设计方案,并通过其在昆明市滇池路上的应用验证了其准确性与有效性.
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| 关 键 词： | 交通工程 非对称放行 双向绿波 公共信号周期 搭接相位 相位差 绿波带宽度 |
Bidirectional Green Wave Coordinate Control for Arterial Road under Asymmetric Signal Mode |
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| JI Lina,SONG Qinghua. Bidirectional Green Wave Coordinate Control for Arterial Road under Asymmetric Signal Mode[J]. Journal of Highway and Transportation Research and Development, 2011, 0(10): 96-101 |
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| Authors: | JI Lina SONG Qinghua |
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| Affiliation: | JI Lina,SONG Qinghua (Anyang Institute of Technology,Anyang Henan 455000,China) |
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| Abstract: | Compared with bidirectional green wave design under symmetric and asymmetric signal modes,aimed at characteristics of asymmetric signal mode,connecting phase was designed specially according to the demand of green wave coordinate control,and the driving speed on road and queue length when vehicles come across intersection was considered in the process of phase difference computation.Then,a new design of green wave coordinate control for arterial road was proposed,its accuracy and effectiveness were verified... |
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| Keywords: | traffic engineering asymmetric signal mode bidirectional green wave common signal cycle connecting phase phase difference green wave bandwidth |
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