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    张爽, 杜晓鹤, 邵薇薇, 栾清华, 路洁, 苏鑫. 洪涝情景下城市交通影响仿真模拟研究[J]. 中国防汛抗旱, 2022, 32(9): 51-55. DOI: 10.16867/j.issn.1673-9264.2021306
    引用本文: 张爽, 杜晓鹤, 邵薇薇, 栾清华, 路洁, 苏鑫. 洪涝情景下城市交通影响仿真模拟研究[J]. 中国防汛抗旱, 2022, 32(9): 51-55. DOI: 10.16867/j.issn.1673-9264.2021306
    ZHANG Shuang, DU Xiaohe, SHAO Weiwei, LUAN Qinghua, LU Jie, SU Xin. Simulation study of flooding on urban traffic impact[J]. China Flood & Drought Management, 2022, 32(9): 51-55. DOI: 10.16867/j.issn.1673-9264.2021306
    Citation: ZHANG Shuang, DU Xiaohe, SHAO Weiwei, LUAN Qinghua, LU Jie, SU Xin. Simulation study of flooding on urban traffic impact[J]. China Flood & Drought Management, 2022, 32(9): 51-55. DOI: 10.16867/j.issn.1673-9264.2021306

    洪涝情景下城市交通影响仿真模拟研究

    Simulation study of flooding on urban traffic impact

    • 摘要: 为分析城市洪涝对交通的间接影响,引入NetLogo仿真模型模拟受降雨影响的城市区域交通情况,模型构造了城市区域常见的双向四车道和六车道,通过变换道路上积水位置来模拟当道路起点、中段和终点出现积水时车辆的速度变化过程,揭示不同位置的道路积水对行车速度的影响程度。结果表明,当道路的起点、中段和终点出现积水时,行驶在双向四车道和六车道的车辆的行驶速度下降过程存在差异,但稳定后的最终速度趋于一致,另外,双向四车道道路起点存在积水时车速变化程度最大,双向六车道的道路中段存在积水时车速变化程度最小;积水出现在道路的不同位置时,双向六车道车辆的行驶速度变化过程较同等情景下的双向四车道速度变化过程平缓,研究成果可为城市洪涝对道路行车的影响研究提供有益参考。

       

      Abstract: In order to analyze the indirect impact of flood on urban traffic, a model which named NetLogo is introduced to simulate the traffic situation of urban areas affected by rainfall. Two forms of traffic lanes, such as the two-way four traffic lanes and six traffic lanes, which are common in urban areas, are constructed by the model. By altering the different position of flooding on the road, such as at the starting point, the middle and the end of the road the changing process of vehicle speed can be observed at the same time. The results indicates that there are differences in the descent process of vehicle speed, when Vehicles traveling on the bidirectional four traffic lane and six traffic lane,but eventually the final speed tends to be same after stabilization. Otherwise, the maximum degree of vehicle speed variation appears when the flooding occurs at the starting point of bidirectional four traffic lane. the minimum degree of vehicle speed variation appears when the flooding occurs at the middle of bidirectional six traffic lane. The speed change process of vehicles traveling on the bidirectional six- lane is slower than that of the four- lane in the same situation when the flooding appears in different positions of the road. This study provides a useful reference for the research of the influence of urban flood on road traffic.

       

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