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北京市信號(hào)交叉口直行車道飽和車頭時(shí)距及其影響因素研究

發(fā)布時(shí)間:2018-03-16 19:33

  本文選題:信號(hào)交叉口 切入點(diǎn):飽和車頭時(shí)距 出處:《北京工業(yè)大學(xué)》2014年碩士論文 論文類型:學(xué)位論文


【摘要】:隨著北京市城市經(jīng)濟(jì)的發(fā)展,帶來(lái)了一系列社會(huì)問題,其中交通擁堵成為北京市突出的社會(huì)問題。信號(hào)交叉口作為城市道路的重要組成部分,在道路銜接中起著舉足輕重的作用。初步統(tǒng)計(jì)北京市五環(huán)之內(nèi)擁有信號(hào)交叉口2000余個(gè),針對(duì)北京市信號(hào)交叉口進(jìn)行交通流釋放特性研究,對(duì)于緩解北京市交通擁堵具有十分重要的作用。 針對(duì)北京市種類繁多的信號(hào)交叉口,本文研究信號(hào)交叉口直行車流飽和車頭時(shí)距影響因素分析及應(yīng)用工作。研究首先應(yīng)用正交實(shí)驗(yàn)設(shè)計(jì)方法依據(jù)直行車道組車道數(shù)量、直行車道寬度、本向道路橫斷面形式、相交道路寬度等指標(biāo)進(jìn)行實(shí)驗(yàn)設(shè)計(jì),選取合適正交實(shí)驗(yàn)表格;然后依據(jù)實(shí)驗(yàn)設(shè)計(jì)表格通過北京市信號(hào)控制系統(tǒng),選取目標(biāo)信號(hào)交叉口,獲取車輛通行車頭時(shí)距,,并求出飽和車頭時(shí)距;應(yīng)用極差分析方法分析不同影響因素對(duì)直行車流飽和車頭時(shí)距影響程度大小,研究表明對(duì)于北京市信號(hào)交叉口直行車道飽和車頭時(shí)距來(lái)說影響作用程度按重到輕排序?yàn)椋合嘟坏缆穼挾鹊缆窓M斷面形式直行車道數(shù)量車道寬度;最后研究給出北京市信號(hào)交叉口飽和車頭時(shí)距計(jì)算模型,并進(jìn)行標(biāo)定及驗(yàn)證工作。
[Abstract]:With the development of Beijing's urban economy, a series of social problems have been brought about, among which traffic congestion has become a prominent social problem in Beijing. Signal intersection is an important part of urban roads. It plays an important role in road connection. According to the preliminary statistics, there are more than 2000 signalized intersections in the Fifth Ring Road of Beijing. The traffic flow release characteristics of Beijing signalized intersections are studied. To alleviate traffic congestion in Beijing has a very important role. In view of the variety of signalized intersections in Beijing, this paper studies the analysis and application of the influence factors on the saturated headway distance of direct traffic flow at signalized intersections. Firstly, the orthogonal experimental design method is applied to determine the number of carriageways in the straight lane group. The width of the straight lane, the cross section of the road and the width of the intersection road are designed experimentally, and the appropriate orthogonal experimental tables are selected, and then the target signal intersection is selected according to the experimental design table through the signal control system of Beijing Municipality. The time distance of the vehicle head is obtained, and the time distance of the saturated vehicle head is obtained, and the influence of different factors on the saturated headstock distance of the direct flow is analyzed by using the method of range analysis. The results show that the degree of influence on the saturated headway distance of Beijing signalized intersection is in the order of heavy to light: the number of lanes in cross section of intersection road; Finally, the calculation model of the saturated head distance of Beijing signalized intersection is given, and the calibration and verification are carried out.
【學(xué)位授予單位】:北京工業(yè)大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2014
【分類號(hào)】:U491

【參考文獻(xiàn)】

相關(guān)期刊論文 前2條

1 邵長(zhǎng)橋,杜曉輝,李光芹;信號(hào)交叉口排隊(duì)離散車頭時(shí)距統(tǒng)計(jì)分析[J];公路交通科技;2003年04期

2 周潔;邵長(zhǎng)橋;;信號(hào)交叉口專用雙左轉(zhuǎn)車道交通特性分析[J];道路交通與安全;2010年01期



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