Scipediacontent: Scipediacontent moved page Draft Content 454822931 to Bie et al 2010a

2021-02-16T09:57:11Z

Scipediacontent moved page Draft Content 454822931 to Bie et al 2010a

Scipediacontent: Created page with " == Abstract == The entry capacity at a traffic roundabout is typically evaluated for each entry approach, considering the circulating flow and geometric characteristics, e.g..."

2021-02-16T09:57:09Z

Created page with " == Abstract == The entry capacity at a traffic roundabout is typically evaluated for each entry approach, considering the circulating flow and geometric characteristics, e.g..."

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== Abstract ==

The entry capacity at a traffic roundabout is typically evaluated for each entry approach, considering the circulating flow and geometric characteristics, e.g., the US highway capacity manual model and the UK Linear Regression model. These models are not appropriate for analyzing multi-lane roundabouts because they do not take into account the possible unequal traffic distribution between the circulating lanes. This paper introduces a lane-based methodology that evaluates the entry capacity for each individual lane while considering the traffic distribution on the circulating lanes. The arrival and circulating flows are formulated based on drivers' lane choice patterns. We then modify and extend the formulae from existing models for the analysis of capacity of multi-lane roundabout. Based on the analysis, we show that higher capacity can be achieved when the utilization on the circulating lanes is more balanced. This result can lead to improved design and management techniques to increase the capacity of multi-lane roundabout.

== Original document ==

The different versions of the original document can be found in:

* [http://dx.doi.org/10.1002/atr.124 http://dx.doi.org/10.1002/atr.124]

* [https://onlinelibrary.wiley.com/doi/pdfdirect/10.1002/atr.124 https://onlinelibrary.wiley.com/doi/pdfdirect/10.1002/atr.124]

* [https://research.utwente.nl/en/publications/capacity-evaluation-of-multilane-traffic-roundabout(473af238-733d-4085-8d65-f4dd12f351e8).html https://research.utwente.nl/en/publications/capacity-evaluation-of-multilane-traffic-roundabout(473af238-733d-4085-8d65-f4dd12f351e8).html]

* [https://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1002%2Fatr.124 https://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1002%2Fatr.124],
: [https://onlinelibrary.wiley.com/doi/full/10.1002/atr.124 https://onlinelibrary.wiley.com/doi/full/10.1002/atr.124],
: [http://dx.doi.org/10.1002/atr.124 http://dx.doi.org/10.1002/atr.124] under the license http://doi.wiley.com/10.1002/tdm_license_1.1

* [https://onlinelibrary.wiley.com/doi/full/10.1002/atr.124 https://onlinelibrary.wiley.com/doi/full/10.1002/atr.124],
: [http://hub.hku.hk/handle/10722/130564 http://hub.hku.hk/handle/10722/130564],
: [https://onlinelibrary.wiley.com/doi/pdf/10.1002/atr.124 https://onlinelibrary.wiley.com/doi/pdf/10.1002/atr.124],
: [https://research.utwente.nl/en/publications/capacity-evaluation-of-multi-lane-traffic-roundabout https://research.utwente.nl/en/publications/capacity-evaluation-of-multi-lane-traffic-roundabout],
: [https://trid.trb.org/view/987240 https://trid.trb.org/view/987240],
: [https://www.narcis.nl/publication/RecordID/oai%3Aris.utwente.nl%3Apublications%2F473af238-733d-4085-8d65-f4dd12f351e8 https://www.narcis.nl/publication/RecordID/oai%3Aris.utwente.nl%3Apublications%2F473af238-733d-4085-8d65-f4dd12f351e8],
: [https://core.ac.uk/display/78043303 https://core.ac.uk/display/78043303],
: [http://repository.ust.hk/ir/Record/1783.1-45730 http://repository.ust.hk/ir/Record/1783.1-45730],
: [https://academic.microsoft.com/#/detail/1978199418 https://academic.microsoft.com/#/detail/1978199418]

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Bie et al 2010a - Revision history

Scipediacontent: Scipediacontent moved page Draft Content 454822931 to Bie et al 2010a

Scipediacontent: Created page with " == Abstract == The entry capacity at a traffic roundabout is typically evaluated for each entry approach, considering the circulating flow and geometric characteristics, e.g..."