基于公交需求變化的柔性公交線網(wǎng)設(shè)計
[Abstract]:The demand for public transport varies with time, and the distribution of demand for public transportation and public transportation will show different characteristics in different periods. The supply of transit network capacity adapts to the change of public transport demand and realizes the good matching of demand and supply at different times. It is a necessary condition to improve the service level of public transport system, reduce the waste of public transportation capacity and promote the overall interests of the society. The current bus network design is generally based on a single fixed public transport demand, the lack of consideration of the change of public transport demand, leading to the public transport network is difficult to effectively cope with the change of public transport demand. In this paper, the long-term and short-term changes of public transport demand are analyzed. It is found that the change of short-term demand has obvious regularity, and the short-term demand change can be summed up as a fluctuating process with a cycle of one week. Weekly changes in demand can be reflected in a seven-day OD table. The periodical fluctuation law of the change of public transport demand provides the basis for the scientific design of public transportation network. In order to cope with the change of public transport demand, the method of constructing flexible public transport network to cope with the change of demand is put forward. Based on the concept of flexible bus network, the paper analyzes the structure of flexible bus network, divides the flexibility of public transport network into three levels: buffer flexibility, adaptive flexibility and innovative flexibility, respectively, reflecting the understanding needs of public transport network. The ability to meet and guide the demand, of which buffer flexibility is the basis of constructing flexible public transport network. The method of constructing buffer flexibility of bus network is studied emphatically. Based on the analysis of the interests of passengers, public transport enterprises and society, the objective function of bus network design is put forward based on the objective function of bus network design, which is based on the three-party benefit weighting and optimization, and the changing public transport demand matrix as the basis of the design. A multi-objective optimization model for scientifically designing public transit network is established. The model takes into account the interests of all parties through such indicators as passenger waiting time, overloading operation time, bus unused capacity time, bus fleet size, time consumed by passengers and the number of passengers who do not meet the passenger demand. By calculating the value of objective function under different demand modes, the adaptability of bus network to different demand modes is considered, and the size of the adaptability is quantified in the form of currency. The optimal line network is obtained by solving the model to enhance the flexibility of bus network buffer and improve the ability of bus network to cope with the change of demand. The solution of bus network design model is a multi-objective optimization problem. The algorithm takes alternative line selection as the premise and genetic algorithm search as the skeleton. In the first step, the solution space is reduced at the line level. In the second step, genetic algorithm is used to find the optimal line combination at the online network level, and two improved measures are introduced to the genetic algorithm, such as optimal individual selection and simulated annealing stretching. Ensure that the population evolves towards the desired goal. The numerical results show that the designed bus network can adapt to the change of demand better and has the flexibility of buffering to deal with the change of demand under the condition of considering the change of public transport demand. At the same time, the search space of bus lines can be reduced by the selection of alternative lines, and the computation time can be reduced, and the convergence speed of genetic algorithm can be accelerated.
【學(xué)位授予單位】:哈爾濱工業(yè)大學(xué)
【學(xué)位級別】:碩士
【學(xué)位授予年份】:2015
【分類號】:U491.17
【參考文獻】
相關(guān)期刊論文 前8條
1 陸建,胡剛;常規(guī)公交線網(wǎng)布局層次規(guī)劃法及其應(yīng)用[J];城市交通;2004年04期
2 王晶,齊京華,劉曉宇;生產(chǎn)系統(tǒng)柔性的度量方法研究[J];管理工程學(xué)報;2003年03期
3 申悅;柴彥威;郭文伯;;北京郊區(qū)居民一周時空間行為的日間差異[J];地理研究;2013年04期
4 陳洪仁,馮樹民;分層限制的公交線網(wǎng)優(yōu)化模型[J];哈爾濱建筑大學(xué)學(xué)報;2001年05期
5 劉彤;鞏麗媛;周欣;倪亞洲;;濟南市居民出行調(diào)查分析及對策研究[J];交通標(biāo)準(zhǔn)化;2010年17期
6 陳非;陳小鴻;;基于彈性需求的公交網(wǎng)絡(luò)規(guī)劃模型研究[J];武漢理工大學(xué)學(xué)報(交通科學(xué)與工程版);2011年06期
7 韓印,李維斌,李曉峰;城市公交線網(wǎng)調(diào)整優(yōu)化PSO算法[J];中國公路學(xué)報;1999年03期
8 林柏梁,楊富社,李鵬;基于出行費用最小化的公交網(wǎng)絡(luò)優(yōu)化模型[J];中國公路學(xué)報;1999年01期
相關(guān)博士學(xué)位論文 前1條
1 姚旭;寒地城市冬季道路交通需求預(yù)測方法研究[D];哈爾濱工業(yè)大學(xué);2014年
相關(guān)碩士學(xué)位論文 前1條
1 楊銳;供應(yīng)鏈物流能力柔性研究[D];華中科技大學(xué);2007年
,本文編號:2409085
本文鏈接:http://sikaile.net/kejilunwen/daoluqiaoliang/2409085.html