叉口交通組織優(yōu)化畢業(yè)設計論文

1、0叉口交通組織優(yōu)化畢業(yè)設計 叉口交通組織優(yōu)化畢業(yè)設計目 錄摘 要 .....................................................................1Abstract ...................................................................21 緒論 .................................

2、....................................11.1 研究意義及背景 ................................................................11.2 國內外研究現狀 ................................................................11.2.1 國外研究現狀 ................

3、............................................11.2.2 國內研究現狀 ............................................................22 交叉口現狀分析............................................................................................

4、............................................32.1 交叉口位置及周邊概況 ..........................................................32.2 交叉口道路現狀 ................................................................32.3 交叉口交通現狀 ............

5、....................................................52.3.1 交叉口交通量現狀分析 ....................................................52.3.2 交叉口管制現狀 ..........................................................72.3.3 信號控制現狀 ...........

6、.................................................72.4 交叉口現狀仿真 ................................................................83 交叉口通行能力和服務水平...............................................................................

7、................................113.1 設計通行能力計算 ..........................................................................................................................113.2 服務水平概述 ......................................

8、............................................................................................143.3 五四路與東大路服務水平 ..............................................................................................................

9、154 交叉口改善方案設計.............................................................................................................................174.1 交叉口的交通組織設計 .........................................................174.1.1

10、北向禁左 ...............................................................174.1.2 重新劃分車道功能 .......................................................184.1.3 設置公交專用道 .........................................................194.1.4

11、 設置左轉、直行待行區(qū) ...................................................204.1.5 人行橫道設計 ...........................................................234.1.6 安裝行人闖紅燈自動識別抓拍系統(tǒng) .........................................264.1.7 設置反向停車線 ..

12、.......................................................294.1.8 右轉專用道增設小護欄 ...................................................294.1.9 公交停靠站后移 .........................................................304.2 信號控制優(yōu)化設計 .......

13、......................................................314.2.1 信號配時方案設計內容與方法 .............................................314.2.2 優(yōu)化信號配時詳細設計 ...................................................324.3 其他措施 ..................

14、...................................................344.4 評價（vissim 評價分析） .......................................................355 結論與展望 ..............................................................385.1 研究成果及結論 ......

15、........................................................................................................................381Wusi East Parkway Intersection Traffic Organization Design OptimizationAbstract:Road intersectio

16、ns as nodes in the network, the intersection of the level of service on the entire road network plays a crucial role. Fuzhou Wusi Road and East Parkway intersection is one of the four block Fuzhou, the congestion can be

17、imagined, so the urgent need to improve optimization.This paper first Wusi Road and East Parkway intersection analyze the situation, calculate its capacity, with the status of the software VISSIM simulation results for t

18、he delay and queue length, and analysis and evaluation, identify the crux of its congestion. Then, according to the problem, through the intersection to turn left, redrawing lane feature set turn left waiting area, set t

19、he bus lane, an additional non-motorized vehicles, re-planning of drainage measures crosswalk, etc., combined with Webster when the law again Timing optimization signal. Finally, there intersections VISSIM simulation sof

20、tware optimized with the status quo and comparative assessment, simulation results show that optimization of this article can be effective to improve the congested intersection.Keywords: intersection with signals；vissim；