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To determinate car capacity at bus stops with mixed traffic, a new theoretical approach was developed on the basis of additive-conflict-flows procedure. The procedure was extended from homogeneous traffic flow to mixed traffic flow. The conflicts among cars, buses and bicycles near the stop can be described by the extended procedure. The procedure can be understood more easily than the theory of gap acceptance. Car capacity near the stop is the function of both bus stream and bicycle stream. The proposed model can also analyze the cases of pedestrian effects and limited priority of bicyclists. Numerical results show that the car capacity decreases with the increasing flow rates of other streams. In addition, pedestrian effects and bicyclist’s limited priority have negative effects on car capacity near bus stops with mixed traffic flow.
To determinate car capacity at bus stops with mixed traffic, a new theoretical approach was developed on the basis of additive-conflict-flows procedure. The procedure was extended from homogeneous traffic flow to mixed traffic flow. The conflicts among cars, buses and bicycles near The stop can be described by the extended procedure. The proposed procedure can be understood more easily than the theory of gap acceptance. effects and limited priority bicyclists. Numerical results show that the car decreases with the increasing flow rates of other streams. In addition, pedestrian effects and bicyclist’s limited priority have negative effects on car capacity near bus stops with mixed traffic flow.