Chapter
Apr 26, 2012

Interchange Capacity Model of Urban Expressway

Publication: International Conference on Transportation Engineering 2009

Abstract

Lack of research on interchange type, turning traffic volume and capacity becomes the reasons for unexpected interchange plan. In the condition of considerable expressway constructions with rapid traffic demand growth, this issue is extraordinarily prominent. The survey of traffic flow on three typical interchanges in TianJin has been completed; based on the collected desired speed, acceleration/deceleration both on mainline and ramps, and the VISSIM simulation model has been calibrated. Accordingly, the capacity values under various turning traffic flows on interchanges have been concluded. Furthermore, interchange capacity model has been provided based on the constraints of diverge area and weaving area, and recommended capacity values are presented for urban expressway compound interchange and cloverleaf interchange. This research has provided basic data for making standards and policies of urban expressway as well as the scientific basis for interchange type selection.

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Go to International Conference on Transportation Engineering 2009
International Conference on Transportation Engineering 2009
Pages: 3970 - 3975

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Published online: Apr 26, 2012

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Research Institute of Highway Ministry of Transport, No.8 XiTuCheng Road, HaiDian District, Beijing, Postcode 100088. E-mail: [email protected]
Hua Chai
Research Institute of Highway Ministry of Transport, No.8 XiTuCheng Road, HaiDian District, Beijing, Postcode 100088
Ronggui Zhou [email protected]
Research Institute of Highway Ministry of Transport, No.8 XiTuCheng Road, HaiDian District, Beijing, Postcode 100088. E-mail: [email protected]
Jianhui Yang [email protected]
Jilin Provincial Expressway Administration Bureau, No.11855 Renmin Street, Changchun, Postcode 130022. E-mail: [email protected]

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