Journal of Jilin University(Engineering and Technology Edition) ›› 2022, Vol. 52 ›› Issue (1): 127-135.doi: 10.13229/j.cnki.jdxbgxb20200731

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Prediction method of traffic operation risk level after traffic accident

Zhi-hui LI1(),Ya-qian SUN1,Peng-fei TAO1(),Hai-tao LI1,Xin LIU2   

  1. 1.College of Transportation,Jilin University,Changchun 130022,China
    2.Big Data and Network Management Center,Jilin University,Changchun 130022,China
  • Received:2020-09-22 Online:2022-01-01 Published:2022-01-14
  • Contact: Peng-fei TAO E-mail:lizhih@jlu.edu.cn;taopengfei@jlu.edu.cn

Abstract:

The prediction of traffic operation risk state level after traffic accident is the technical support for real-time risk control and emergency treatment. Based on the accident data, this paper studies the post event risk state, and establishes a traffic operation risk level prediction model based on the improved deep forest algorithm. Firstly, we analyze the importance of accident characteristics, establish the accident feature screening mechanism based on extreme gradient boosting algorithm, introduce Bayes parameter optimization and ten-fold cross validation method to realize the super parameter optimization of deep forest model. Then, we design the cyclic multi granularity scanning method and weighted cascade forest structure, obtain the mapping relationship between the traffic operation risk status level and the accident characteristics, and propose the traffic operation risk level prediction method based on the improved deep forest model. In order to verify the effectiveness of the proposed method, it is compared with SVM, RF and other methods. The experimental results show that the prediction accuracy of the model is 90.80%, and the auc value is 0.99, which show good prediction performance and generalization ability. Compared with the control experiment, the proposed model has obvious advantages. In the actual effect test, it also achieved good prediction effect.

Key words: traffic operation risk level, improved deep forest model, accident feature screening, super parameter optimization

CLC Number: 

  • U491

Fig.1

ad?gcF model framework"

Fig.2

Selection mechanism of accident characteristic contribution degree"

Fig.3

ad?gcF model structure of traffic risk state level prediction"

Fig.4

Sequential scanning and cyclic scanning"

Fig.5

Prediction process of traffic risk state level"

Fig.6

Box diagram"

Table 1

Confusion matrix of prediction results of each risk level type of references"

实际情况预测结果
正类负类
正类TPFN
负类FPTN

Fig.7

Accident characteristic score"

Fig.8

Accident characteristic contribution and cumulative contribution"

Table 2

Comparison table of characteristic quantity and accuracy"

事故特征阈值特征个数准确度/%
风寒f30.1662146.21
温度f20.1420257.88
风速f80.1063367.42
天气f100.1022470.91
能见度f60.0912574.70
湿度f40.0859673.03
降雨量f90.0741779.09
气压f50.0666880.39
日出日落f250.0576980.81
风向f70.03341079.64
交通信号f230.01271179.70
人行道f140.01041278.64
交叉口f260.00761379.55

Table 3

Characteristics of major accidents"

事故特征特征变量
交通运行风险状态等级0、1、2、3
天气状况温度f2-
风寒f3-
湿度f4-
气压f5-
能见度f6-
风速f8-
降雨量f9-
天气f100、1、…、9
照明情况日出日落f25夜晚0、白天1

Table 4

Experimental result"

模型pecrecF1acc/%
ad?gcF0.920.910.9190.80
ad?gcF 20.890.870.8787.28
RF0.860.860.8686.34
SVM0.810.820.8181.55
ad?gcF 10.790.800.7979.50

Fig.9

Roc curve"

Fig.10

Roc curve of effectiveness test"

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