Abstract:
Issues of road junctions with annular traffic, as well as variants of traffic organization schemes are discussed. Delays and traffic flow total lost time are calculated in the case of ring junction traffic organization of various schemes. For the sake of roundabout traffic intersection safety and traffic flow increase, the central ring diameter, loads of intersecting streets and intensities of junction entries have been taken into consideration. For the efficiency assessment of the measures suggested transport flow and transport delay calculations have been carried out.
