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卡尔曼滤波短时交通流预测普通国省道适应性研究

申雷霄 陆宇航 郭建华

申雷霄, 陆宇航, 郭建华. 卡尔曼滤波短时交通流预测普通国省道适应性研究[J]. 交通信息与安全, 2021, 39(5): 117-127. doi: 10.3963/j.jssn.1674-4861.2021.05.015
引用本文: 申雷霄, 陆宇航, 郭建华. 卡尔曼滤波短时交通流预测普通国省道适应性研究[J]. 交通信息与安全, 2021, 39(5): 117-127. doi: 10.3963/j.jssn.1674-4861.2021.05.015
SHEN Leixiao, LU Yuhang, GUO Jianhua. Adaptability of Kalman Filter for Short-time Traffic Flow Forecasting on National and Provincial Highways[J]. Journal of Transport Information and Safety, 2021, 39(5): 117-127. doi: 10.3963/j.jssn.1674-4861.2021.05.015
Citation: SHEN Leixiao, LU Yuhang, GUO Jianhua. Adaptability of Kalman Filter for Short-time Traffic Flow Forecasting on National and Provincial Highways[J]. Journal of Transport Information and Safety, 2021, 39(5): 117-127. doi: 10.3963/j.jssn.1674-4861.2021.05.015

卡尔曼滤波短时交通流预测普通国省道适应性研究

doi: 10.3963/j.jssn.1674-4861.2021.05.015
基金项目: 

国家自然科学基金项目 61573106

详细信息
    作者简介:

    申雷霄(1974—),硕士,高级工程师.研究方向:交通运输工程.E-mail:106163580@qq.com

    通讯作者:

    郭建华(1976—),博士,教授.研究方向:交通信息工程与控制.E-mail:seugjh@163.com

  • 中图分类号: U491.1

Adaptability of Kalman Filter for Short-time Traffic Flow Forecasting on National and Provincial Highways

  • 摘要:

    短时交通流预测是提高普通国省道交通运行效率和安全的关键技术之一。普通国省道具有分布地域广、情况复杂的特点,要求短时交通流预测方法具有良好的适应性,然而,针对短时交通流预测算法适应性及其机制的系统性研究尚不多见。选取1种自适应卡尔曼滤波算法,系统分析其适应性和适应机制。获取江苏省徐州市普通国省道路网中8个交通调查站所采集的实际交通流数据开展实例分析,结果表明:在不同的交通流量水平下,所选算法均值预测的平均绝对百分比误差在10.98%~15.92%之间,区间预测的无效覆盖率在5.21%~6.15%之间,表明所选的自适应卡尔曼滤波算法在不同交通流水平下都具有良好的预测性能;对所选算法的参数进行分析发现,算法参数能够随交通流水平的变化而自动调整,具有良好的自适应机制;所选算法能够在预测初期实现有效的性能调整和收敛。

     

  • 图  1  交通调查站分布

    Figure  1.  Distribution of traffic survey stations

    图  2  交通流预测图

    Figure  2.  Forecasting of traffic flows

    图  3  参数变化特征曲线

    Figure  3.  Characteristic curves of parameter change

    图  4  预测结果变化特征曲线

    Figure  4.  Characteristic changing curves of forecasting result

    表  1  检测地点说明

    Table  1.   Description of testsites

    地点 车道数 平均流量/
    (辆/15mm)
    样本量 缺失量
    丰县S254沙河 2 1 169 8 829 3
    贾汪G206江庄 2 1 121 8 762 70
    沛县G518鹿楼 2 1 014 8 825 7
    邳州G310铁富 1 639 8 796 36
    三环G311徐庄 2 1 543 8 832 0
    睢宁G104官山 2 1 279 8 819 13
    铜山G206三堡 3 1 264 8 832 0
    新沂G205石涧 2 1 593 8 819 13
    下载: 导出CSV

    表  2  性能指标结果

    Table  2.   Results of performance indices

    地点 平均流量/(辆/15min) MAE MAPE/% RMSE KP/% Ri
    丰县S254沙河 1 175 175 15.83 220 5.21 0.88
    贾汪G206江庄 1 197 147 13.03 187 5.55 0.65
    沛县G518鹿楼 1 009 156 15.92 197 5.88 0.95
    邳州G310铁富 631 101 14.86 127 5.71 0.93
    三环G311徐庄 1 558 153 10.98 196 6.06 0.54
    睢宁G104官山 1 283 176 14.63 222 5.56 0.72
    铜山G206三堡 1 270 146 12.60 186 5.74 0.67
    新沂G205石涧 1 569 160 11.03 204 6.15 0.55
    下载: 导出CSV
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  • 收稿日期:  2021-04-13

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