Comprehensive Comparison of Inversion Performance of Urban Traffic Congestion Source Parameters
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摘要:
为准确掌握城市交通拥塞源内在的主要参数及扩散传播规律，以实现交通拥塞源科学管控. 首先，引入用于大气污染物扩散的高斯烟羽模型并进行改进，将城市交通拥塞源划分为连续交通流和一系列间断性交通流，实现高斯烟羽模型结构解析；其次，利用Griewank、Schaffer和Rastrigin 3种测试函数对“单点源”参数反演算法进行测试，最终选用人群搜索算法；最后，通过交通拥塞源观测数据，从3个维度评估5种典型目标函数在不同参数数量(单、两、三)下的性能差异. 研究结果表明：在单参数情形下，基于单位面积交通密度偏差平方和目标函数稳定性较好；反演源强相对偏差绝对值置信区间为38.38% ± 9.94%，小于50%实验次数占全部实验次数的84.52%，各目标函数稳定性均较好；在两参数反演源强情形下，基于对数变换单位面积交通密度均方根误差目标函数准确性最高，反演源强相对偏差绝对值置信区间为51.42% ± 9.84%，小于50%实验次数占全部实验次数的92.16%，在反演位置方面，基于单位面积交通密度偏差平方和目标函数准确性最好(反演位置偏差的绝对值为37.22 m ± 10.64 m)，基于相关系数的目标函数稳定性最强(变异系数为0.022)；三参数情形下，准确性反演结果和两参数较一致，除对数变换目标函数外各目标函数源强稳定性均较差，但位置稳定性均较好.
Abstract:In order to accurately grasp the main parameters and diffusion and propagation laws inherent in urban traffic congestion sources and realize scientific control of traffic congestion sources, the Gaussian plume model for air pollutant dispersion was introduced and improved. The urban traffic congestion sources were divided into continuous traffic flow and a series of intermittent traffic flow, so as to realize the structural analysis of the Gaussian plume model. Then, three test functions, namely Griewank, Schaffer, and Rastrigin were used to test the “single point source” parameter inversion algorithm, and the seeker optimization algorithm was selected. Finally, the performance of the five typical objective functions with different numbers of parameters (one, two, and three) was evaluated in three dimensions based on the observed traffic congestion source data. The results show that in the one-parameter case, the stability of the objective function based on the sum of squared deviations of traffic density per unit area is better, and the confidence interval of the absolute value of the relative deviation of the inverse source strength is 38.38% ± 9.94%; the number of experiments less than 50% accounts for 84.52% of all experiments, and the stability of each objective function is better. In the two-parameter case of source strength inversion, the accuracy of the objective function based on the root-mean-square error of traffic density per unit area in the form of logarithmic transformation is the highest, and the confidence interval of the absolute value of the relative deviation of source strength inversion is 51.42% ± 9.84%; the number of experiments less than 50% accounts for 92.16% of all experiments. In terms of inversion location, the accuracy of the objective function based on the sum of squared deviations of traffic density per unit area is the best (The absolute value of position deviation inversion is 37.22 m ± 10.64 m), and the stability of the objective function based on correlation coefficient is the strongest (coefficient of variation is 0.022). In the three-parameter case, the accuracy inversion results are more consistent with those in the two-parameter case, and the source strength stability of each objective function is poor except for the objective function in the form of logarithmic transformation, but the position stability is better.
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图 2 城市交通拥塞高斯烟羽模型结构示意
Figure 2. Structure of Gaussian plume model for urban traffic congestion
图 6 单参数情形下源强反演对比
Figure 6. Comparison of source intensity inversions in one-parameter case
图 7 两参数情形下源强反演对比
Figure 7. Comparison of source intensity inversions in two-parameter case
图 8 两参数情形下位置反演对比
Figure 8. Comparison of position inversions in the two-parameter case
图 9 三参数情形下源强反演对比
Figure 9. Comparison of source intensity inversions in three-parameter case
图 10 三参数情形下位置反演对比
Figure 10. Comparison of position inversions in three-parameter case
表 1 交通拥塞源基本参数取值
Table 1. The basic parameters of traffic congestion source are taken
交通拥塞源编号 所在位置紧邻标志性建筑 道路四至名称 道路等级 车道数 区域平均行车速度/（km·h−1） 进口道断面平均速度/（km·h−1） 出口道断面平均速度/（km·h−1） 饱和度 1 贵州省人民
医院北侧-中山东路 主干路 双向 6 车道 29.87 15.34 47.92 0.819 南侧-都司高架桥路 主干路 双向 6 车道 29.43 13.85 45.58 0.895 西侧-市东路 支路 双向 2 车道 20.28 8.73 24.32 0.889 东侧-宝山南路 城市快速路 双向 8 车道 + 潮汐车道 40.85 22.94 58.14 0.831 2 亨特城市广场 北侧-中山东路 主干路 双向 6 车道 29.87 14.79 48.35 0.819 南侧-都司高架桥路 主干路 双向 6 车道 29.43 13.19 46.39 0.895 西侧-文昌南路 次干路 单向 4 车道 27.86 11.37 43.21 0.908 东侧-市东路 支路 双向 2 车道 20.28 8.73 24.32 0.889 
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表 2 各测试函数优化结果
Table 2. Optimization results for each test function
算法类别 GA PSO SOA 函数类别 Griewank Schaffer Rastrigin Griewank Schaffer Rastrigin Griewank Schaffer Rastrigin 平均最优值 1.25 × 10−2 7.52 × 10−1 1.85 × 10−4 1.32 × 10−1 2.67 × 10−4 1.59 × 10−1 8.53 × 10−3 3.89 × 10−6 6.12 × 10−6 标准差 1.19 × 10−2 2.31 3.57 × 10−4 6.74 × 10−2 3.12 × 10−4 3.79 × 10−1 3.43 × 10−3 4.21 × 10−6 6.21 × 10−6 最大值 5.34 × 10−2 8.97 2.34 × 10−3 3.26 × 10−1 1.74 × 10−3 1.21 2.45 × 10−2 2.16 × 10−5 4.46 × 10−5 最小值 9.26 × 10−4 7.69 × 10−7 0.89 × 10−7 1.06 × 10−2 7.08 × 10−7 3.85 × 10−6 1.86 × 10−3 4.32 × 10−8 7.96 × 10−8
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