Research Article
Evaluating the Effects of One-Way Traffic Management on Different Vehicle Exhaust Emissions Using an Integrated Approach
Table 6
Bypassing vehicles and speed in the road sections before and after one-way traffic management.
| Road name | Road length (m) | Traffic flow after one-way traffic management (pcu/h) | Number of bypassing vehicles (pcu/h) | Average speed before one-way traffic management (km/h) | Average speed after one-way traffic management (km/h) | Increase ratio in velocity |
| Caichang Road | 972 | 732 | 221 | 22.6 | 30.8 | 36.3% | Jiangai Road | 1000 | 861 | 242 | 16.8 | 19.4 | 15.5% | Nanting Road | 366 | 2693 | 0 | 15.3 | 16.9 | 10.4% | Yanjiang Road | 354 | 823 | 259 | 22.4 | 28.2 | 25.9% | Xiulong Road | 363 | 967 | 270 | 21.7 | 27.0 | 24.4% | Yuxiu Road | 360 | 1528 | 0 | 19.6 | 20.1 | 2.5% | Jiaohang Road | 363 | 775 | 249 | 17.2 | 32.8 | 90.7% | South Huancheng Road | 365 | 2860 | 0 | 31.5 | 32.7 | 3.8% | Jianghaihe Road | 363 | 1184 | 336 | 19.1 | 23.6 | 23.6% | Jiangnan Road | 363 | 738 | 0 | 21.2 | 25.3 | 19.3% | Total bypassing distance of vehicles after one-way traffic (km) | 702.90 | | Average bypassing distance of each vehicle after one-way traffic (km) | 0.45 | |
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