کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
1132539 | 955787 | 2011 | 12 صفحه PDF | دانلود رایگان |
The Newell–Daganzo merge model is not only very simple but also accurately reproduces experimental findings. However, the capacity downstream of the merge is an exogenous variable in the model. This is a serious limitation for merges that behave as active bottlenecks because their downstream capacity is a direct consequence of the merging behavior. This paper proposes an analytical model that extends the Newell–Daganzo model by incorporating, endogenously, the capacity drop related to the merging process. Two cases are investigated depending on the traffic states on the on-ramp. The model properties are analyzed and a sensitivity analysis is performed to quantify the relative contribution of the each parameter in the capacity drop. Finally, the extended Newell–Daganzo model is validated with experimental data coming from an active merge bottleneck on the M6 freeway in UK.
► Analytical formulation of the capacity drop for active merge bottlenecks.
► Extended Newell–Daganzo merge model with endogenous capacity drops.
► Quantification of the relative contribution of the main parameters in the capacity drop.
► Experimental evidence of the capacity drop for both congested and uncongested on-ramps.
Journal: Transportation Research Part B: Methodological - Volume 45, Issue 9, November 2011, Pages 1302–1313