LU Hua-pu, SUN Zhi-yuan, QU Wen-cong. Repair method of traffic flow malfunction data based on temporal-spatial model[J]. Journal of Traffic and Transportation Engineering, 2015, 15(6): 92-100. doi: 10.19818/j.cnki.1671-1637.2015.06.012
Citation: LU Hua-pu, SUN Zhi-yuan, QU Wen-cong. Repair method of traffic flow malfunction data based on temporal-spatial model[J]. Journal of Traffic and Transportation Engineering, 2015, 15(6): 92-100. doi: 10.19818/j.cnki.1671-1637.2015.06.012

Repair method of traffic flow malfunction data based on temporal-spatial model

doi: 10.19818/j.cnki.1671-1637.2015.06.012
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  • Author Bio:

    LU Hua-pu(1957-), male, professor, PhD, +84-10-62772615, luhp@mail.tsinghua.edu.cn

  • Received Date: 2015-09-16
  • Publish Date: 2015-12-25
  • In order to improve the accuracy of traffic flow data, the characteristics of temporal correlation, spatial correlation and historical correlation of traffic flow big data were considered, and a basic traffic flow temporal-spatial model was built.To ensure the accuracy and speed of data processing, the simplification and calibration of temporal-spatial model were realized.The temporal-spatial model was simplified and abstracted into a bi-level programming model.The operation speed was optimized in the upper level model by controlling the number of temporalspatial correlation coefficients, and the calculation accuracy was optimized in the lower level model by controlling the error.Based on the data-driven method, the bi-level programming model was solved, and the calibration of temporal-spatial model was completed.Based on the proposed temporal-spatial model, a repair method of traffic flow malfunction data was presented.Taking a road section in Beijing City as example, the validity and feasibility of proposed repair method were verified.Verification result indicates that the precisions of repair methods of traffic flow malfunction data based on historical trend, spatial correlation and time series are 79.65%, 85.16%, 89.84% respectively, however, the precision of proposed method based on the temporal-spatial model is 90.91%, that is relatively higher, the characteristics of traffic flow big data can be accurately described by the proposed repair method.

     

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  • [1]
    FRANKEL F, REID R. Big data: distilling meaning from data[J]. Nature, 2008, 455(7209): 30. doi: 10.1038/455030a
    [2]
    LOS W, WOOD J. Dealing with data: upgrading infrastructure[J]. Science, 2011, 331(6024): 1515-1516.
    [3]
    LU Hua-pu, SUN Zhi-yuan, QU Wen-cong. Big data and its applications in urban intelligent transportation system[J]. Journal of Transportation Systems Engineering and Information Technology, 2015, 15(5): 45-52. (in Chinese). doi: 10.3969/j.issn.1009-6744.2015.05.007
    [4]
    DONG Hong-hui, SUN Xiao-liang, JIA Li-min, et al. Traffic condition estimation with a pre-selection space time model[J]. Journal of Central South University of Technology: English Edition, 2012, 19(1): 206-212. doi: 10.1007/s11771-012-0993-6
    [5]
    DARAGHMIY A, YI C W, CHIANG T C. Negative binomial additive models for short-term traffic flow forecasting in urban areas[J]. IEEE Transactions on Intelligent Transportation Systems, 2014, 15(2): 784-793. doi: 10.1109/TITS.2013.2287512
    [6]
    ARNAOUT G M, BOWLING S. A progressive deployment strategy for cooperative adaptive cruise control to improve traffic dynamics[J]. International Journal of Automation and Computing, 2014, 11(1): 10-18. doi: 10.1007/s11633-014-0760-2
    [7]
    CHEN Da-shan, XIA Li-guo, GUO Da-yuan, et al. Space optimization of speed guidance control on urban expressway[J]. International Journal of Control and Automation, 2014, 7(9): 215-224. doi: 10.14257/ijca.2014.7.9.18
    [8]
    WANG Xiao-yuan, ZHANG Jing-lei, WU Fang. Research on traffic flow data cleaning rules[J]. Computer Engineering, 2011, 37(20): 191-193. (in Chinese).
    [9]
    LIU Dong-bo, DAI Lei-lei, LI Ya, et al. Intersection traffic control period division method based on signal cycle calculation[J]. Journal of Jilin University: Engineering and Technology Edition, 2013, 43(6): 1471-1475. (in Chinese).
    [10]
    JIN Yi-wen, WANG Jing-cheng. Modifying of traffic flow data based on correlation analysis[J]. Control Engineering of China, 2008, 15(S): 142-144, 147. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-JZDF2008S1046.htm
    [11]
    CHANG Gang, ZHANG Yi, YAO Dan-ya. Missing data imputation for traffic flow based on improved local least squares[J]. Tsinghua Science and Technology, 2012, 17(3): 304-309. doi: 10.1109/TST.2012.6216760
    [12]
    GUO Min, LAN Jin-hui, LI Juan-juan, et al. Traffic flow data recovery algorithm based on gray residual GM(1, N)model[J]. Journal of Transportation Systems Engineering and Information Technology, 2012, 12(1): 42-47. (in Chinese). doi: 10.3969/j.issn.1009-6744.2012.01.008
    [13]
    LI Qi, JIANG Gui-yan. Quality evaluation and control method of vehicle detector data on urban expressway[J]. Journal of Traffic and Transportation Engineering, 2013, 13(2): 120-126. (in Chinese). doi: 10.3969/j.issn.1671-1637.2013.02.018
    [14]
    LU Hua-pu, QU Wen-cong, SUN Zhi-yuan. Detection and repair algorithm of traffic erroneous data based on S-G filtering[J]. China Civil Engineering Journal, 2015, 48(5): 123-128. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201505018.htm
    [15]
    ZHAO Ling, WANG Jia-qiu, DENG Min, et al. Spatialtemporal autocorrelation model of road network based on travelling time[J]. Journal of Central South University: Science and Technology, 2012, 43(10): 4114-4122. (in Chinese).
    [16]
    CHEN Shao-kuan, WEI Wei, MAO Bao-hua, et al. Analysis on urban traffic status based on improved spatio-temporal Moran's I[J]. Acta Physica Sinica, 2013, 62(14): 519-525. (in Chinese).
    [17]
    LIANG Zi-lu, WAKAHARA Y. Real-time urban traffic amount prediction models for dynamic route guidance systems[J]. EURASIP Journal on Wireless Communications and Networking, 2014, 2014(8): 1018-1030.
    [18]
    LI Li, CHEN Xi-qun, LI Zhi-heng, et al. Freeway traveltime estimation based on temporal-spatial queueing model[J]. IEEE Transactions on Intelligent Transportation Systems, 2013, 14(3): 1536-1541. doi: 10.1109/TITS.2013.2256132
    [19]
    WU Shan-hua, YANG Zhong-zhen, ZHU Xiao-cong, et al. Improved k-nn for short-term traffic forecasting using temporal and spatial information[J]. Journal of Transportation Engineering, 2014, 140(7): 1-9.
    [20]
    GONG Jin-li, PENG Xian-wu. Analysis of similarity of pattern of traffic flow time series on urban road[J]. Journal of Highway and Transportation Research and Development, 2013, 30(11): 119-123. (in Chinese). doi: 10.3969/j.issn.1002-0268.2013.11.019
    [21]
    LIU Xiao-ming, JI Yan-hui, LI Ying-hong, et al. Study on two intersections linkage control under traffic bottleneck[J]. Journal of Wuhan University of Technology: Transportation Science and Engineering, 2012, 36(1): 29-33. (in Chinese).
    [22]
    SUN Li-guang, LI Rui-min, DONG Shen, et al. Study on short-term traffic flow combined forecast method[J]. Journal of Wuhan University of Technology: Transportation Science and Engineering, 2010, 34(5): 874-876, 881. (in Chinese).
    [23]
    PENG Yu, LEI Miao, LI Jun-bao, et al. A novel hybridization of echo state networks and multiplicative seasonal ARIMA model for mobile communication traffic series forecasting[J]. Neural Computing and Applications, 2014, 24(3/4): 883-890.
    [24]
    YU Bin, WU Shan-hua, WANG Ming-hua, et al. K-nearest neighbor model of short-term traffic flow forecast[J]. Journal of Traffic and Transportation Engineering, 2012, 12(2): 105-111. (in Chinese). http://transport.gfscw.cn/article/id/201202015
    [25]
    XIA Ying, LIANG Zhong-jun, WANG Guo-yin. Research of short-term traffic flow forecasting model based on spatio-temporal analysis[J]. Journal of Nanjing University: Natural Sciences, 2010, 46(5): 552-560. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-NJDZ201005010.htm

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