吉林大学学报(工学版) ›› 2021, Vol. 51 ›› Issue (6): 2040-2050.doi: 10.13229/j.cnki.jdxbgxb20200701

• 交通运输工程·土木工程 • 上一篇    

多式轨道交通网络的耦合协调度

薛锋1,2(),何传磊3,黄倩4,罗建5()   

  1. 1.西南交通大学 交通运输与物流学院,成都 611756
    2.西南交通大学 综合交通运输智能化国家地方联合工程实验室,成都 611756
    3.中铁第一勘察设计院集团有限公司,西安 710043
    4.中国铁路西安局集团有限公司,西安 710054
    5.西华大学 汽车与交通学院,成都 610039
  • 收稿日期:2020-09-14 出版日期:2021-11-01 发布日期:2021-11-15
  • 通讯作者: 罗建 E-mail:xuefeng.7@163.com;0120100001@mail.xhu.edu.cn
  • 作者简介:薛锋(1981-),男,副教授,博士. 研究方向:铁路运输组织理论及系统优化. E-mail:xuefeng.7@163.com
  • 基金资助:
    国家重点研发计划项目(2017YFB1200702);四川省科技计划项目(2021YJ0077);西南交通大学“双一流”建设项目(交通软科学类)(JDSYLYB2018030)

Coordination degree of multimodal rail transit network

Feng XUE1,2(),Chuan-lei HE3,Qian HUANG4,Jian LUO5()   

  1. 1.School of Transportation and Logistics,Southwest Jiaotong University,Chengdu 611756,China
    2.National United Engineering Laboratory of Integrated and Intelligent Transportation,Southwest Jiaotong University,Chengdu 611756,China
    3.China Railway First Survey and Design Institute Group Co. ,Ltd. ,Xi'an 710043,China
    4.China Railway Xi'an Group Co. ,Ltd. ,Xi'an 710054,China
    5.School of Automobile and Transportation,Xihua University,Chengdu 610039,China
  • Received:2020-09-14 Online:2021-11-01 Published:2021-11-15
  • Contact: Jian LUO E-mail:xuefeng.7@163.com;0120100001@mail.xhu.edu.cn

摘要:

为研究多式轨道交通子网络系统之间的耦合关系,基于复杂网络理论计算其拓扑指标值及耦合协调度,构建了多式复合网络拓扑模型。分析了复合网络的拓扑指标值变化,提出了结合网络规模、拓扑结构、鲁棒性、运输能力、换乘比例和功能造价等因素的多式轨道交通网络耦合协调度计算方法,并运用重庆2019年10月的轨道交通网络进行了实例分析。结果表明:复合后的网络具有更大的平均度、更小的最短路径长度,这一时期复合网络的耦合度为0.988,协调度为0.678,耦合程度较高,协调程度一般;4个子系统各指标下的耦合度和协调度数值上差异较大,但都随着系统数量的增多,整体的耦合性和协调性大多呈下降趋势。

关键词: 交通运输系统工程, 多式轨道交通网络, 复杂网络, 拓扑结构, 评价指标, 耦合协调度

Abstract:

To study the coupling relationship between multi-standard rail transit sub-network systems, the topological index value and the coupling coordination degree are calculated based on the complex network theory, and then the multi-standard composite network is constructed. The change of the topological index value of the composite network is studied. The calculation method for the coupling coordination degree of the multi-standard rail transit network is proposed combining factors such as network scale, topology, robustness, transportation capacity, transfer ratio and functional cost. The Chongqing rail transit network (in October 2019) is finally used to do case analysis. The results show that the composite network has a greater average degree and a smaller shortest path length. The coupling degree of the composite network is 0.988, the coordination degree is 0.678, the degree of coupling is high, and the degree of coordination is average. The values of the coupling degree and coordination degree of each index of the four subsystems are quite different, but as the number of systems increases, the overall coupling and coordination degree tends to decrease.

Key words: engineering of communications and transportation system, multimodal rail transit network, complex network, topological structure, evaluation index, coupling coordination degree

中图分类号: 

  • U113

图1

多式轨道交通网络耦合评价指标体系图"

图2

重庆多式轨道交通网络拓扑图"

表1

各制式轨道交通网络拓扑指标值"

指标普铁网高铁网市域网城轨网复合网
节点数602012160238
边数592213178255
网络直径46983746
平均度1.972.22.172.152.15
平均路径长度15.703.943.1813.4614.65
平均聚集系数00.1480.1940.0040.011
网络介数0.2530.1630.2180.0790.058
网络效率0.1360.3590.4510.1150.104
网络连通度0.0330.1160.1970.0140.009
自然连通度0.8011.0380.9690.8570.861

表2

各制式轨道交通网络耦合协调度评价指标原始数据xgh"

指标普铁网高铁网市域网城轨网
1节点数602012160
2边数592213178
3网络直径469837
4平均度1.972.22.172.15
5平均路径长度15.703.943.1813.46
6平均聚集系数00.1480.1940.004
7网络介数0.2530.1630.2180.079
8网络效率0.1360.3590.4510.115
9网络连通度0.0330.1160.1970.014
10自然连通度0.8011.0380.9690.857
11开行列数12036882250
12编组辆数161688
13定员数123811125361840
14换乘普铁4333924
15换乘高铁19162243
16换乘市域13252141
17换乘地铁22353112
18服务范围15020010030
19速度目标12030016060
20工程造价0.51.6528

表3

标准化数据ygh"

指标普铁网高铁网市域网城轨网
1节点数0.3240.0540.0001.000
2边数0.2790.0550.0001.000
3网络直径1.0000.0260.0000.763
4平均度0.0001.0000.8700.783
5平均路径长度0.0000.9391.0000.179
6平均聚集系数0.0000.7631.0000.021
7网络介数1.0000.4830.7990.000
8网络效率0.0630.7261.0000.000
9网络连通度0.1040.5571.0000.000
10自然连通度0.0001.0000.7090.236
11开行列数0.1331.0000.0000.587
12编组辆数1.0001.0000.0000.000
13定员数0.5380.4420.0001.000
14换乘普铁0.0000.8291.0000.571
15换乘高铁0.1110.0000.2221.000
16换乘市域0.0000.4290.2861.000
17换乘地铁0.4351.0000.8260.000
18服务范围0.7061.0000.4120.000
19速度目标0.7500.0000.5831.000
20工程造价1.0000.8470.8000.000

表4

熵权法确定权重wh"

指标权重指标权重
10.0718110.0530
20.0746120.0726
30.0665130.0369
40.0306140.0327
50.0484150.0696
60.0677160.0447
70.0344170.0357
80.0605180.0364
90.0566190.0326
100.0440200.0306

表5

多系统耦合度计算结果"

指标双系统耦合三系统耦合四系统耦合
PG*PSPCGSGCSCPGSPGCPSCGSCPGSC
10.7100.4000.8570.8000.4470.2320.4840.5690.3700.2570.361
20.7330.4170.8270.8000.4380.2280.5050.5540.3600.2510.353
30.3360.2410.9910.9430.3810.2750.2190.4740.3800.2600.301
40.3480.3710.3920.9980.9920.9980.4790.4850.4990.9950.574
50.2920.2830.6000.9990.7450.7290.4130.4040.3910.7910.459
60.2720.2391.0000.9910.2720.2390.3780.2070.1750.3780.253
70.9430.9930.3330.9740.4580.3710.9610.4810.4700.5140.566
80.5530.4810.8000.9870.2950.2520.6070.3430.2840.3930.370
90.7290.5870.7000.9600.3430.2600.7010.4440.3280.4070.426
100.2950.3480.5750.9850.7770.8590.4380.4150.4830.8430.503
110.6420.6610.7750.2700.9650.3480.3530.7440.4620.4160.450
121.0000.2310.2310.2310.2311.0000.3560.3560.1670.1670.231
130.9940.4260.9540.4710.9180.3200.5550.9370.4680.4660.564
140.3710.3380.4360.9950.9850.9630.4730.5110.4840.9750.570
150.6290.9530.6070.4840.2360.7620.6170.3130.6560.3550.407
160.4360.5150.2920.9820.9140.8340.5700.4380.4250.8690.527
170.9230.9570.4710.9940.3240.3590.9470.4710.5050.4610.555
180.9870.9630.3780.9110.3240.4840.9400.4660.5220.4700.558
190.3920.9930.9870.4360.3380.9630.5250.4790.9750.4840.575
200.9960.9920.3480.9990.3780.3920.9940.4810.4850.5030.575

表6

多系统耦合协调度计算结果"

指标双系统耦合三系统耦合四系统耦合
PGPSPCGSGCSCPGSPGCPSCGSCPGSC
10.1000.0690.2030.0490.1300.0930.0660.1370.1090.0820.095
20.0980.0680.1990.0490.1320.0930.0670.1350.1070.0820.094
30.1080.0910.2420.0430.1010.0850.0710.1380.1230.0680.095
40.0750.0720.0710.1700.1670.1610.0980.0960.0920.1640.110
50.0820.0840.0550.2170.1420.1450.1130.0850.0860.1640.109
60.0860.0910.0320.2440.0860.0910.1230.0610.0630.1230.089
70.1570.1750.0770.1460.0640.0720.1580.0900.0990.0880.106
80.1150.1260.0490.2290.0820.0880.1480.0740.0790.1170.102
90.1180.1370.0530.2080.0760.0870.1500.0760.0830.1100.101
100.0820.0750.0590.1930.1450.1340.1050.0860.0820.1540.105
110.1390.0510.1210.0850.2010.0750.0840.1490.0770.1080.102
120.2700.0920.0920.0920.0920.0320.1320.1320.0650.0650.092
130.1340.0680.1660.0650.1570.0780.0820.1500.0940.0920.104
140.0720.0760.0660.1730.1510.1580.0970.0900.0930.1590.107
150.0560.1070.1540.0620.0920.1810.0700.0900.1430.1010.099
160.0660.0600.0820.1250.1710.1560.0790.0980.0920.1500.103
170.1550.1480.0650.1810.0780.0730.1600.0920.0870.1010.108
180.1750.1420.0730.1540.0780.0620.1560.0990.0850.0890.106
190.0710.1480.1690.0660.0760.1580.0890.0950.1560.0930.105
200.1700.1670.0750.1580.0730.0710.1640.0960.0960.0920.110

图3

计算结果热力图"

图4

PGSC四系统耦合协调度分析"

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