• DocumentCode
    2073678
  • Title

    The Iterative Calculation of Full Capacity of Roundabouts

  • Author

    Guo, Rui-Jun ; Lin, Bo-Liang ; Wang, Wan-Xiang

  • Author_Institution
    Sch. of Traffic & Transp., Beijing Jiaotong Univ., Beijing, China
  • fYear
    2009
  • fDate
    26-28 Dec. 2009
  • Firstpage
    570
  • Lastpage
    573
  • Abstract
    The full capacity of roundabout is the maximum value of the sums of all entry flows. On the assumption that the traffic operation characteristics are remained unchanged which include critical gap, the minimum headway, the following headway and the turn-orientation proportion of each entry, the sum of all entry flows is the full capacity of roundabout when each entry flow is equal to the entry capacity correspondingly. The entry capacity can be calculated by use of the equation based on the gap acceptance theory. This process can be finished with the help of computer. This paper analyzed the difference of calculations between single-lane roundabouts and double-lane roundabouts. The full capacities are calculated using the roundabout cases in Dalian, China. The theoretical calculation value was verified and the study found that full capacity of roundabouts should be unique solution and unrelated with the initial flows of entries.
  • Keywords
    iterative methods; road traffic; entry flows; following headway; iterative calculation; minimum headway; roundabouts capacity; traffic operation characteristics; turn orientation proportion; Difference equations; Information science; Linear regression; Neck; Optimization methods; Statistical analysis; Traffic control; Transportation; Vehicles; Weaving; Critical Gap; Full Capacity; Iterative Calculation; Roundabout;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Information Science and Engineering (ISISE), 2009 Second International Symposium on
  • Conference_Location
    Shanghai
  • Print_ISBN
    978-1-4244-6325-1
  • Electronic_ISBN
    978-1-4244-6326-8
  • Type

    conf

  • DOI
    10.1109/ISISE.2009.35
  • Filename
    5447322