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
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