Optimal mainstream traffic flow control of large scale motorway networks

Author(s):  
Markos Papageorgiou
2010 ◽  
Vol 18 (2) ◽  
pp. 193-212 ◽  
Author(s):  
Rodrigo C. Carlson ◽  
Ioannis Papamichail ◽  
Markos Papageorgiou ◽  
Albert Messmer

2009 ◽  
Vol 42 (15) ◽  
pp. 1-6 ◽  
Author(s):  
Rodrigo C. Carlson ◽  
Ioannis Papamichail ◽  
Markos Papageorgiou ◽  
Albert Messmer

Author(s):  
Patrick T. W. Broeren ◽  
Dirk Westland

Around large urban areas, daily recurrent congestion in the form of queueing at bottlenecks is nowadays a normal pattern. Apart from the congestion that directly follows from the capacity deficit at bottlenecks, more and more motorways are affected by a secondary congestion problem due to blocking of motorway exits and entries by long queues that build up upstream of bottlenecks, causing delay to travelers who are not going through the bottleneck. A solution to avoid congestion-induced blockage is the construction of so-called buffer facilities. These are local widenings of the motorway by adding one or more lanes just before a bottleneck. Buffers can shorten queues by an amount that is more than proportional to the number of added lanes. In this way congestion-induced blockage can be avoided and total delay is reduced significantly. Buffers are a cost-effective way to fight motorway congestion. The principles and functioning of buffer facilities are explained. Design elements and criteria as well as calculation of buffer dimensions are considered. Attention is given to the control of traffic flow at the entrance and exit of buffers. This is demonstrated with a case study from the Netherlands.


2002 ◽  
Vol 3 (4) ◽  
pp. 282-292 ◽  
Author(s):  
A. Kotsialos ◽  
M. Papageorgiou ◽  
C. Diakaki ◽  
Y. Pavlis ◽  
F. Middelham

Author(s):  
Rodrigo C. Carlson ◽  
Ioannis Papamichail ◽  
Markos Papageorgiou ◽  
Albert Messmer

2017 ◽  
Vol 28 (10) ◽  
pp. 1750126 ◽  
Author(s):  
Yutong Liu ◽  
Chengxuan Cao ◽  
Yaling Zhou ◽  
Ziyan Feng

In this paper, an improved real-time control model based on the discrete-time method is constructed to control and simulate the movement of high-speed trains on large-scale rail network. The constraints of acceleration and deceleration are introduced in this model, and a more reasonable definition of the minimal headway is also presented. Considering the complicated rail traffic environment in practice, we propose a set of sound operational strategies to excellently control traffic flow on rail network under various conditions. Several simulation experiments with different parameter combinations are conducted to verify the effectiveness of the control simulation method. The experimental results are similar to realistic environment and some characteristics of rail traffic flow are also investigated, especially the impact of stochastic disturbances and the minimal headway on the rail traffic flow on large-scale rail network, which can better assist dispatchers in analysis and decision-making. Meanwhile, experimental results also demonstrate that the proposed control simulation method can be in real-time control of traffic flow for high-speed trains not only on the simple rail line, but also on the complicated large-scale network such as China’s high-speed rail network and serve as a tool of simulating the traffic flow on large-scale rail network to study the characteristics of rail traffic flow.


2021 ◽  
pp. 115738
Author(s):  
KyoHoon Jin ◽  
JeongA Wi ◽  
EunJu Lee ◽  
ShinJin Kang ◽  
SooKyun Kim ◽  
...  

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