Traffic Flow Control in Congested Motorway Networks Using Buffers

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.

2017 ◽  
Vol 7 (2) ◽  
pp. 340-348 ◽  
Author(s):  
M. Domini ◽  
G. Langergraber ◽  
L. Rondi ◽  
S. Sorlini ◽  
S. Maswaga

The Sanitation Safety Planning methodology is implemented within a cooperation project in Iringa, Tanzania. The study presents the methodology and its adaptation and use for the given context, in order to assess risks and to support stakeholders in improving the current sanitation system and validate the design of an improved one. First results of the application of the methodology, obtained in one of the four peri-urban wards of Iringa, demonstrated its efficacy and utility in prioritising risks and identifying cost-effective control measures. Risks were assessed by the use of a semi-quantitative approach, and a simplified risk assessment matrix was developed for the case study. A sensitivity analysis was carried out in order to evaluate criteria for prioritising control measures to be selected for the development of an achievable improvement plan.


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

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

Author(s):  
Mahyar Jahangiriesmaili ◽  
Sina Bahrami ◽  
Matthew J. Roorda

The two-echelon delivery structure is a strategy that can be implemented in urban areas to lower delivery costs by reducing the movement of heavy goods vehicles. In a two-echelon delivery structure, large trucks deliver shipments from a consolidation center to several terminals, where packages are transferred to smaller trucks for last-mile deliveries. This paper formulates a model that solves the two-echelon delivery structure by the use of approximation techniques. Several potential terminal locations and demand areas were identified, and the optimal number and locations of the terminals were examined, as the model evaluated the most cost-effective routes between the consolidation center, potential terminals, and demand areas. Downtown Toronto, Ontario, Canada, was chosen as the case study area to assess the model, and a cost analysis of the number and locations of the terminals was performed. The experiments showed that the number and the locations of the terminals were greatly influenced by the opening cost of the terminals and the transportation cost of the delivery trucks. It was also discovered that the likelihood of selection of terminals that were positioned near both the consolidation center and the center of the service area was higher than the likelihood of selection of terminals at any other location.


2014 ◽  
Vol 1065-1069 ◽  
pp. 3339-3342
Author(s):  
Ding Xin Wu ◽  
Wei Deng ◽  
Yan Song ◽  
Xin Luan

Dedicated bus lane (DBL) operation has been implemented in dozens of urban areas in China, and it is considered as one of the most efficient ways to solve the urban transport problem. Since the capacity of DBL is underutilized, it could be enhanced by allowing high occupancy vehicles (HOV) to use DBL lane. And this will turn DBL lane into HOV lane. However, HOV lanes are currently most used in freeways instead of urban areas especially in western countries. There is almost no HOV lane has been implemented in China nowadays.That is why research on HOV is worthy of attention. Simulation is risk-free and cost-effective way to evaluate the hypothetical implemented HOV lane. The hypothetical implemented HOV lane is located in Nanjing and evaluated using VISSIM. The simulation results shows that the HOV lane is suitable for urban areas and it can enhance speed of social vehicles with no significant effect on bus operation. At the same time, traffic delays and queue length of intersections are reduced.


Open Physics ◽  
2018 ◽  
Vol 16 (1) ◽  
pp. 1085-1093
Author(s):  
Yang Xu ◽  
Duojia Zhang ◽  
Ahmad Jalal Khan Chowdhury

Abstract An abrupt increase in urban road traffic flow caused by incidental congestion is considered. The residual traffic capacity varies in different lanes after an accident, and the influence of accident duration on traffic flow is taken into account. The swallowtail catastrophe model was built based on catastrophe theory. The critical state of traffic congestion under incidental congestion was analyzed using this model, and a traffic flow control scheme is proposed with the goal of maximizing the traffic capacity. Finally, the operational state of traffic flow under different scenarios is analyzed through case study and the feasibility of the model is validated.


Author(s):  
S. G. J. Plettenburg ◽  
T. Hoppe ◽  
H. M. H. van der Heijden ◽  
M. G. Elsinga

AbstractIn 2015 the Housing Act was revised in order to further regulate the social housing sector in the Netherlands and thereby improve the steering possibilities for the central government to coordinate housing associations. This included local performance agreements for social housing policy obtaining a legal status. By introducing this policy instrument central government seeks to facilitate and ensure the tri-partite cooperation between municipalities, housing associations and tenants’ organisations in order to release funds by housing associations for social benefit. This should improve the position of municipalities and tenants’ organisations in social housing, and improve legitimate policy making. In this paper the main research question is: How are local performance agreements implemented targeting increased societal legitimacy in local social housing policy making, and what are its strengths and weaknesses in three selected cases in the Netherlands? A case study research design was used involving three local embedded case studies. As a theoretical framework the Contextual Interaction Theory was used. Data collection involved expert interviews and review of policy documents. Results reveal several weaknesses that impede the implementation of performance agreements, including issues in the broader governance regime and context, as well as issues with the inter-organisational structure and stakeholder interaction regarding the tri-partite cooperation between the key actors. This has to do with the precarious role of the tenants’ organisations in the process, and the local housing policy as the basis of local performance agreements. Results also show that implementation of performance agreements is more difficult in cities with dense urban areas.


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