The paper presents a theoretical model for estimating the capacity of signalized intersections with short lanes. The proposed model overcomes a shortcoming of current estimate models, which ignores the impacts of various short lanes. Three kinds of short lanes scenarios are allocated according to the characteristics of congestion firstly. The blockage process is divided into three stages including no blockage, probable blockage and after blockage. Finally, the calculation model for capacity of lane group is established and tested with the field data by simulation method. The intensive sensitive analysis on the length and number of the short lane, the spilt and cycle length reveal the impacts of short lanes on the capacity of intersection un...
Right-turn channelization is used to improve the capacity at busy intersections with a lot of right-...
At an isolated signalized intersection, short left-turn lanes may be provided to enhance intersectio...
Unsignalized intersections are effectively used in urban traffic management. Capacity calculation me...
AbstractIn Highway Capacity Manual (HCM) 2010, various factors were considered to adjust the base sa...
This paper presents a theoretical-empirical model for estimating the total approach capacity at sign...
The paper presents the findings of a study on the development of a capacity model for a signalized i...
The calculation procedures in recent highway capacity manuals do not treat shared/short lanes at uns...
AbstractAt signalized intersections, turning vehicles often use the same shared lane together with t...
At signalized intersections, short left-turn lanes are often installed to improve capacity and level...
Current capacity manuals do not allow comprehensively evaluating negative effects on lane capacity c...
<div><p>Highway Capacity Manual 2010 provides various factors to adjust the base saturation flow rat...
When reconstructing traffic-light regulated intersections with over-saturated flows, it is proposed ...
AbstractCapacity at signalized intersections is a basic parameter in urban transport networks. The c...
Signal controls are designed for increasing safety and regulating conflicting flows. On the other ha...
When during peak hours intersections are loaded with 5000÷8000 veh/h, installation of short traffic ...
Right-turn channelization is used to improve the capacity at busy intersections with a lot of right-...
At an isolated signalized intersection, short left-turn lanes may be provided to enhance intersectio...
Unsignalized intersections are effectively used in urban traffic management. Capacity calculation me...
AbstractIn Highway Capacity Manual (HCM) 2010, various factors were considered to adjust the base sa...
This paper presents a theoretical-empirical model for estimating the total approach capacity at sign...
The paper presents the findings of a study on the development of a capacity model for a signalized i...
The calculation procedures in recent highway capacity manuals do not treat shared/short lanes at uns...
AbstractAt signalized intersections, turning vehicles often use the same shared lane together with t...
At signalized intersections, short left-turn lanes are often installed to improve capacity and level...
Current capacity manuals do not allow comprehensively evaluating negative effects on lane capacity c...
<div><p>Highway Capacity Manual 2010 provides various factors to adjust the base saturation flow rat...
When reconstructing traffic-light regulated intersections with over-saturated flows, it is proposed ...
AbstractCapacity at signalized intersections is a basic parameter in urban transport networks. The c...
Signal controls are designed for increasing safety and regulating conflicting flows. On the other ha...
When during peak hours intersections are loaded with 5000÷8000 veh/h, installation of short traffic ...
Right-turn channelization is used to improve the capacity at busy intersections with a lot of right-...
At an isolated signalized intersection, short left-turn lanes may be provided to enhance intersectio...
Unsignalized intersections are effectively used in urban traffic management. Capacity calculation me...