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中文
Figure/Table detail
Optimization of Stops in Common Section of “Double Y-shaped” Feeder Bus Routes Based on Competing Theory
Wen-yong LI, Cong WEI, Rui-xin YANG, Guan LIAN
China Journal of Highway and Transport
, 2024, 37(
4
): 310-320. DOI:
10.19721/j.cnki.1001-7372.2024.04.025
方案
停站数量
时间成本/(元·min)
运营成本/元
发车间隔/(班次·h
-1
)
竞争系数
合作系数
竞争合作度
优化后
15、22
3 871 233
733.4
6、4
0.200
0.657
0.737
未优化
18、22
4 996 306
1 080.9
10、5
0.294
0.526
0.644
Table 7
Comparison of Various Costs for Different Stopping Options
Other figure/table from this article
Fig. 1
Linear Connection Line vs. Circular Connection Line
Fig. 2
“Double Y Shaped” Feeder Bus Routes
Fig. 3
Coding Design Schematic
Fig. 4
Directions of Route 543 and 544 in Beijing
Fig. 5
Average Daily Passenger Volume at Each Station of Route 543 in the Morning Peak
Fig. 6
Passengers Average Travel Distance at Each Station of Route 543
Table 1
Station Serial Number and Station Name of Route 543
Table 2
Station Serial Number and Station Name of Route 544
Fig. 7
Average Daily Passenger Volume at Each Station of Route 544 in the Morning Peak
Fig. 8
Passengers Average Travel Distance at Each Station of Route 544
Fig. 9
Monthly Passenger Volumes at Each Station of Route 543 in the Morning Peak
Fig. 10
Monthly Passenger Volumes at Each Station of Route 544 in the Morning Peak Hour
Table 3
Comparison of Station Serial Numbers for Routes 543 and 544
Table 4
Monthly Passenger Demand at Each Station of Route 543 in the Morning Peak Hour
Table 5
Monthly Passenger Demand at Each Station of Route 543 in the Morning Peak Hour
Table 6
Schematic Illustration of Optimized Stops on Common Line Segments
Fig. 11
Pareto Optimal Solution