Research Article
A Bus Signal Priority Model at Oversaturated Intersection under Stochastic Demand
| | The set of traffic streams, indexed by m | | The set of allowable traffic streams in phase p | Input parameters | ā | | The length of a signal cycle (s) | | The set of signal phases, indexed by p | | Number of traffic streams in the pth signal phase | | The average saturation outflow rate for traffic stream in phase p () | | The total allowable green time ratio due to the lost time | | The average number of passengers of nonbus in phase p | | The average number of passengers of bus in phase p | | The bus conversion factor | | The minimum allowable green time in phase p (s) | | The maximum allowable green time in phase p (s) | | The inflow rate for traffic stream m in signal cycle () | | The nonbus traffic inflow rate for traffic stream m in phase p in signal cycle () | | The bus traffic inflow rate for traffic stream m in phase p in signal cycle () | Variables | ā | | The smoothed outflow rate in signal cycle in traffic stream , is affected by () | | Green time ratio in phase p in signal cycle , | | The vehicle queue length of traffic stream at the beginning of signal cycle (veh) |
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