Procedures for capacity analysis of two-way stop controlled (TWSC) appeared in scientific literature in the 1970s. In addition to standard TWSC intersections, there are also non-standard unsignalised intersections. The main characteristic of these intersections is that two major approaches are not placed opposite, but next to each other. Because of the non-standard layout of the major and minor approaches, there are unique major and minor movements at these intersections. For these movements, standard procedures for capacity analysis of standard TWSC intersections cannot be used. This paper describes a procedure for capacity analysis of non-standard unsignalised intersections with a new model for rank distribution for all major and minor movements, as well as the conflict flow calculation, and the procedure for the calculation of potential and movement capacity, according to the non-standard layout of the major and minor approaches.
Capacity Analysis Procedure for Four-leg Non-standard Unsignalised Intersections
2017
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
Critical gaps and follow-up times at unsignalised intersections
Online Contents | 2002
|Critical gap through clearing behavior of drivers at unsignalised intersections
Springer Verlag | 2011
|Impedance Effects for Streams of Higher Ranks at Unsignalised Intersections
British Library Conference Proceedings | 1998
|An approximation for the distribution of queue lengths at unsignalised intersections
British Library Conference Proceedings | 1994
|