Review Article
Review of Roundabout Capacity Based on Gap Acceptance
Table 1
Parameter estimation of free flow ratio.
| Lanes numbers | 1 | 2 | >2 |
| Non-blocking traffic flow | | 1.8 | 0.9 | 0.6 | | 2000 | 4000 | 6000 | | 0.5 | 0.3 | 0.7 | | 0.2 | 0.3 | 0.3 | Circulating flow in roundabout | | 2.0 | 1.0 | 0.8 | | 1800 | 3600 | 4500 | | 2.5 | 2.5 | 2.5 | | 2.2 | 2.2 | 2.2 |
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