Discrete Dynamics in Nature and Society / 2014 / Article / Tab 3

Research Article

Capacity Estimation for On-Ramp Merging Section of Urban Expressway Based on Time Headway Loss

Table 3

The data comparison between model and actual measurement.

Serial numberLocationCategoryMeasured data (pcu/h)Model calculation (pcu/h)

1Wuyi roadCapacity363137553.4%
The flow of on-ramp742742
2Wuyi roadCapacity353037325.7%
The flow of on-ramp543543
3Wuning roadCapacity37613613−3.9%
The flow of on-ramp12431243
4Wuning roadCapacity37013613−2.4%
The flow of on-ramp12591259
5Jinshajiang roadCapacity52125443−4.1%
The flow of on-ramp852852
6Jinshajiang roadCapacity52875451−3.0%
The flow of on-ramp852852