叉口交通組織優(yōu)化畢業(yè)設(shè)計(jì)論文

1、0叉口交通組織優(yōu)化畢業(yè)設(shè)計(jì) 叉口交通組織優(yōu)化畢業(yè)設(shè)計(jì)目 錄摘 要 .....................................................................1Abstract ...................................................................21 緒論 .................................

2、....................................11.1 研究意義及背景 ................................................................11.2 國(guó)內(nèi)外研究現(xiàn)狀 ................................................................11.2.1 國(guó)外研究現(xiàn)狀 ................

3、............................................11.2.2 國(guó)內(nèi)研究現(xiàn)狀 ............................................................22 交叉口現(xiàn)狀分析............................................................................................

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

5、....................................................52.3.1 交叉口交通量現(xiàn)狀分析 ....................................................52.3.2 交叉口管制現(xiàn)狀 ..........................................................72.3.3 信號(hào)控制現(xiàn)狀 ...........

6、.................................................72.4 交叉口現(xiàn)狀仿真 ................................................................83 交叉口通行能力和服務(wù)水平...............................................................................

7、................................113.1 設(shè)計(jì)通行能力計(jì)算 ..........................................................................................................................113.2 服務(wù)水平概述 ......................................

8、............................................................................................143.3 五四路與東大路服務(wù)水平 ..............................................................................................................

9、154 交叉口改善方案設(shè)計(jì).............................................................................................................................174.1 交叉口的交通組織設(shè)計(jì) .........................................................174.1.1

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

11、 設(shè)置左轉(zhuǎn)、直行待行區(qū) ...................................................204.1.5 人行橫道設(shè)計(jì) ...........................................................234.1.6 安裝行人闖紅燈自動(dòng)識(shí)別抓拍系統(tǒng) .........................................264.1.7 設(shè)置反向停車線 ..

12、.......................................................294.1.8 右轉(zhuǎn)專用道增設(shè)小護(hù)欄 ...................................................294.1.9 公交?？空竞笠?.........................................................304.2 信號(hào)控制優(yōu)化設(shè)計(jì) .......

13、......................................................314.2.1 信號(hào)配時(shí)方案設(shè)計(jì)內(nèi)容與方法 .............................................314.2.2 優(yōu)化信號(hào)配時(shí)詳細(xì)設(shè)計(jì) ...................................................324.3 其他措施 ..................

14、...................................................344.4 評(píng)價(jià)（vissim 評(píng)價(jià)分析） .......................................................355 結(jié)論與展望 ..............................................................385.1 研究成果及結(jié)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；