發(fā)布時(shí)間：2018-01-11 02:05

  本文關(guān)鍵詞：武漢市金銀潭地鐵站施工區(qū)交通流特性研究　出處：《武漢工程大學(xué)》2015年碩士論文　論文類型：學(xué)位論文

  更多相關(guān)文章： 地鐵施工區(qū) 交通流特性 交通流數(shù)據(jù) 離散動(dòng)力學(xué)模型

【摘要】：21世紀(jì)的中國(guó)正處于蓬勃向上的發(fā)展期,人民生活質(zhì)量顯著提高,道路建設(shè)欣欣向榮。城市交通問(wèn)題進(jìn)一步凸顯,為了解決日益緊張的道路交通問(wèn)題,大中型城市都在積極修建地鐵。地鐵站施工過(guò)程中占道施工問(wèn)題嚴(yán)重,加大了原有道路交通運(yùn)輸壓力擁堵情況嚴(yán)重。本文通過(guò)對(duì)地鐵施工區(qū)域交通流的特性進(jìn)行研究,總結(jié)其交通流特性,采取一系列的措施解決擁堵問(wèn)題,有助于緩解地鐵施工區(qū)的交通緊張,降低地鐵施工對(duì)交通安全帶來(lái)的不利影響。論文首先以離散動(dòng)力學(xué)的模型為基礎(chǔ),針對(duì)武漢市金銀潭地鐵站建設(shè)期間對(duì)城市占道施工,影響道路交通作為研究對(duì)象,建立適合于武漢市金銀潭地鐵站的研究模型,通過(guò)建立的模型模擬金銀潭地鐵站施工期間,其施工區(qū)域占道施工對(duì)交通流的影響,即交通流的特性。由于本文研究的主要對(duì)象是金銀潭地鐵站施工區(qū)在占道施工情況下的交通流特性,所以選用的是交通流模型。在上世紀(jì)外國(guó)的專家在對(duì)相似情況下的研究采取了許多交通流模型,而本文主要是采取相似的離散動(dòng)力學(xué)模型進(jìn)行研究。離散動(dòng)力學(xué)模型是上世紀(jì)末比較通行的一種新型交通流模型,在離散動(dòng)力學(xué)模型的研究中其三要素空間、時(shí)間、狀態(tài)都是相對(duì)分離的。而且離散動(dòng)力學(xué)的各個(gè)因素是相對(duì)獨(dú)立的,相互影響力較小。在通過(guò)計(jì)算機(jī)建立模型情況下經(jīng)過(guò)簡(jiǎn)單的定義因素,模擬效率非�？�,并且可調(diào)節(jié)性較強(qiáng),便于靈活運(yùn)用和反應(yīng)真實(shí)的各種效應(yīng)。本文以武漢地鐵2號(hào)線金銀潭地鐵站施工區(qū)為研究對(duì)象,其施工段有公交車�？奎c(diǎn),旁邊還有正待興建的住宅小區(qū),需要考慮公交車�？繒r(shí)間以及重型運(yùn)貨卡車的加入。在某以時(shí)段內(nèi),重型車加入過(guò)多或者公交車�？繒r(shí)間過(guò)久就會(huì)導(dǎo)致交通擁堵。具體的模型為:將道路分成l個(gè)元胞,每個(gè)元胞有3個(gè)狀態(tài):有一輛小車,有一輛大車,無(wú)車。車輛的速度也有3個(gè)狀態(tài):速度為0,速度為1,速度為2.其次文章通過(guò)到金銀潭地鐵站施工區(qū)進(jìn)行現(xiàn)場(chǎng)交通調(diào)查,通過(guò)數(shù)據(jù)調(diào)查進(jìn)行分析,得到實(shí)際的交通流特性�？偨Y(jié)全文,金銀潭地鐵站交通流特性從交通流三要素角度出發(fā)可以歸納為三點(diǎn):即行車速度方面,地鐵站施工區(qū)域的行車速度要小于正常路段的行車速度;車流密度方面,在城市地鐵施工期間,地鐵施工區(qū)域車流密度大于其余正常路段;車流量方面,由于地鐵站施工區(qū)占道施工,施工區(qū)域的車流量相對(duì)于正常路段的車流量較小。根據(jù)金銀潭地鐵站施工區(qū)域調(diào)研數(shù)據(jù)分析,金銀潭地鐵施工區(qū)的隨機(jī)停車概率大概是0.12左右,而正常路段的隨機(jī)停車概率大約為0.025左右,可見(jiàn)施工區(qū)對(duì)道路通行能力的還是有一定的影響的。金銀潭地鐵施工區(qū)域的交通流的擁堵程度是與此地的隨機(jī)停車概率有關(guān)的,隨機(jī)停車概率越小,說(shuō)明道路上車流的運(yùn)行狀態(tài)越良好,隨著隨機(jī)概率的增大,道路中交通流的擁堵程度會(huì)隨著其增加而上升。只有減小道路中隨機(jī)停車概率的大小,才能有效的降低道路中交通流的擁堵情況。最終通過(guò)對(duì)于交通流特性的分析,得到金銀潭地鐵施工區(qū)對(duì)于周邊生活環(huán)境的影響,以及采取措施解決類似問(wèn)題的方案。論文在研究中提出通過(guò)交通路線管制、車輛管制、人流疏導(dǎo)等方案解決金銀潭地鐵施工區(qū)交通擁堵的措施�？偨Y(jié)有以下措施:1、結(jié)合交通量預(yù)測(cè)結(jié)果,參照《公路通行能力研究》(交通部公路科學(xué)研究所)計(jì)算該路段通行能力,并確定施工路段滿足基本通行需求的車道數(shù)。2、針對(duì)施工區(qū)域交叉路口信號(hào)燈重新進(jìn)行信號(hào)配時(shí)設(shè)計(jì)。3、施工地段所有丁字路口左轉(zhuǎn)車輛全部在前方路口掉頭處理,同時(shí)減小車速保證安全。十字路口左轉(zhuǎn)及掉頭車輛全部禁止,在前方路口通行。以及采取一系列技術(shù)保障措施、組織保證措施。例如成立交通協(xié)調(diào)管理小組、配置交通協(xié)管員、配置臨時(shí)配套設(shè)施、合理安排施工車輛等。
[Abstract]:In twenty-first Century Chinese is in the development period of vigorous, people's quality of life improved significantly, road construction is thriving. The city traffic problem is further highlighted, in order to solve the traffic problems in the increasingly tense, large and medium-sized city are actively building the subway subway station construction of road construction in the process of serious, increase the original traffic congestion pressure serious. Based on the study of the characteristics of the subway construction area of traffic flow, summarizes the characteristics of traffic flow, take a series of measures to solve the problem of congestion, help to ease the traffic tension area of subway facilities, reduce the adverse effects of subway construction on traffic safety. Firstly, based on the discrete dynamics model based on Wuhan the Jinyintan city subway station of city road construction during the construction period, the impact of road traffic as the research object, the establishment of suitable for Wuhan City The model of silver Tan subway station, through the establishment of the simulation model of Jinyintan subway station during the construction period, the construction of regional road construction on the traffic flow, the traffic flow characteristics. As the main object of this paper is the construction area of Jinyintan subway station in the road construction under the condition of traffic flow characteristics, so the choice is the traffic flow model. In the last century in the foreign experts to study the situation similar to take many traffic flow model, and the main purpose of this paper is to take discrete dynamic model of similar research. Discrete dynamical model is a new model of traffic flow at the end of the last century is better, the elements of space, in the study of discrete dynamic model in time, the state is relatively isolated. And various factors of discrete dynamics are relatively independent of each other, smaller influence. In the case with computer model after Jane The definition of single factors, the efficiency of simulation is very fast, and can adjust the strong, convenient and flexible use of the real effect. In this paper, taking Wuhan Metro Line 2 Jinyintan subway station construction area as the research object, the application of a section of the bus stops, there is pending the construction of the residential area, need to consider joining the bus stop time and heavy truck. In a period of time, heavy vehicles add too much or the bus stop time is too long will cause traffic congestion. The concrete model is as follows: the road is divided into L cell, each cell has 3 states: a car, have a big car, no car. There are 3 states: the speed of the vehicle speed is 0, the rate of 1, speed is 2. second through to the Jinyintan subway station construction area of traffic survey, through the analysis of survey data, the characteristics of traffic flow to get the actual summary, The Jinyintan subway station traffic flow characteristics of traffic flow from the perspective of elements can be divided into three points: the driving speed, driving speed, driving speed of the subway station construction area is less than the normal road; traffic density, during the city subway construction, subway construction area density is bigger than the rest of the normal road; traffic flow. Because of the construction area of road construction in subway station, traffic construction area relative to less traffic normal sections. According to the analysis of the survey data of construction area of Jinyintan subway station, random parking probability Jinyintan subway construction area of about 0.12, while the probability of normal random parking section is about 0.025, visible on the access road construction area the ability or have a certain influence. The Jinyintan area of subway construction traffic congestion degree is related with the probability of random parking here, random Parking probability is small, that the running state of road traffic is good, with the increase of random probability, the degree of congestion of traffic flow in the road will rise with the increase of the probability of random parking. Only reduce the size of the road, in order to effectively reduce the congestion of traffic flow in the road. Finally through the analysis of traffic flow characteristics the influence of Jinyintan area subway construction for the surrounding environment, and plan to take measures to solve the similar problems. The proposed route through traffic control, vehicle control in the study, abortion counseling scheme to solve the Jinyintan subway construction area traffic congestion measures. Summarized the following measures: 1, combined with the traffic volume prediction the result, according to < Highway Capacity Research > (Highway Science Institute) to calculate the traffic capacity of roads, and to determine the construction of road lane number.2 to meet the basic traffic demand According to the construction area, intersection traffic lights to signal.3 design, construction sites and all the T-junction turn left all vehicles in front of the junction turn, reduce the speed to ensure safety at the same time. All vehicles prohibited and turn left at the crossroads, traffic in front of the intersection. And take a series of measures such as the establishment of traffic organization guarantee measures. Coordination and management team, the allocation of traffic wardens, allocation of temporary facilities, reasonable arrangement of construction vehicles.

【學(xué)位授予單位】：武漢工程大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2015
【分類號(hào)】：U491.112

【相似文獻(xiàn)】

相關(guān)期刊論文 前10條

1 齊瑩菲;柳本民;郭忠印;;基于交通流特性的高速公路交通網(wǎng)絡(luò)建模與應(yīng)用[J];計(jì)算機(jī)工程與應(yīng)用;2007年23期

2 李林波;吳兵;潘弘;岑文驍;;城市道路路段擁擠交通流特性研究[J];山東交通學(xué)院學(xué)報(bào);2010年01期

3 辛冬;劉佳;曾憲堂;;我國(guó)東部地區(qū)高速公路交通流特性變化對(duì)比研究[J];公路;2013年01期

4 朱順應(yīng),王煒,鄧衛(wèi),陳峻,王波;連續(xù)交通流特性信息加權(quán)線性多步擴(kuò)展法研究[J];公路交通科技;1999年03期

5 朱順應(yīng),王煒,陳冰,袁琦;連續(xù)交通流特性信息加權(quán)線性多步擴(kuò)展法研究[J];中國(guó)公路學(xué)報(bào);1999年S1期

6 郭宏偉;高自友;謝東繁;;城市道路U形轉(zhuǎn)向交通流特性模擬分析[J];物理學(xué)報(bào);2011年05期

7 郝杰;曲大義;張金磊;郭濤;王海鵬;;基于分子動(dòng)力學(xué)的交通流特性分析方法[J];青島理工大學(xué)學(xué)報(bào);2013年06期

8 羅霞,杜進(jìn)有,陳應(yīng)文;混合車流交通流特性分析[J];西南交通大學(xué)學(xué)報(bào);2000年03期

9 張海順;劉慕仁;孔令江;;開(kāi)放邊界條件下考慮安全系數(shù)交通流特性研究[J];廣西師范大學(xué)學(xué)報(bào)(自然科學(xué)版);2008年01期

10 趙娜樂(lè);于雷;陳旭梅;郭繼孚;溫慧敏;;北京城市快速路交通流特性多維度研究[J];北京交通大學(xué)學(xué)報(bào);2010年06期

相關(guān)會(huì)議論文 前2條

1 顧懷中;王錦堯;陳翊;;我國(guó)城市道路交通流特性與交通控制策略和模型的研究[A];中國(guó)土木工程學(xué)會(huì)第七屆年會(huì)暨茅以升誕辰100周年紀(jì)念會(huì)論文集[C];1995年

2 楊少輝;王殿海;董斌;李爽爽;;應(yīng)用交通波理論分析城市快速路交通流特性[A];可持續(xù)發(fā)展的中國(guó)交通——2005全國(guó)博士生學(xué)術(shù)論壇（交通運(yùn)輸工程學(xué)科）論文集（上冊(cè)）[C];2005年

相關(guān)博士學(xué)位論文 前2條

1 李長(zhǎng)城;不良天氣下的高速公路交通流特性及引導(dǎo)控制研究[D];北京工業(yè)大學(xué);2015年

2 楊德亮;交叉口交通參數(shù)視頻檢測(cè)及交通流特性分析[D];北京工業(yè)大學(xué);2013年

相關(guān)碩士學(xué)位論文 前10條

1 李金陽(yáng);基于元胞自動(dòng)機(jī)的變道交通流特性研究[D];哈爾濱工業(yè)大學(xué);2015年

2 陳靜;基于CAM的城市中小學(xué)門口道路上下學(xué)交通流特性分析[D];河北工業(yè)大學(xué);2015年

3 于丹;基于元胞自動(dòng)機(jī)的小汽車—卡車異質(zhì)交通流特性研究[D];西南交通大學(xué);2016年

4 許滸;武漢市金銀潭地鐵站施工區(qū)交通流特性研究[D];武漢工程大學(xué);2015年

5 郭嘯峰;城市占道施工區(qū)交通流特性分析及仿真研究[D];北京交通大學(xué);2012年

6 任園園;冰雪條件下城市道路交通流特性及管理對(duì)策研究[D];吉林大學(xué);2008年

7 劉丹丹;基于交通流特性的高速公路交通安全綜合評(píng)價(jià)研究[D];長(zhǎng)沙理工大學(xué);2012年

8 王丹;路段非機(jī)動(dòng)車交通流特性研究[D];長(zhǎng)安大學(xué);2014年

9 譚云龍;公共交通站點(diǎn)影響區(qū)段交通流特性的仿真研究[D];吉林大學(xué);2007年

10 諸葛敬敏;城市快速道路交通流特性研究[D];北京工業(yè)大學(xué);2000年

，

本文編號(hào)：1407664