Function Analysis of Urban Rail Transit Smart Station

In order to make rail transit smart stations serve passengers better,the potential of smart stations should be optimized to reduce time cost,and relieve traffic congestion.In this paper,the construction of smart stations based on the management experience of a subway station and the benefits of smart stations were analyzed and discussed.The construction of smart stations,as well as the key technologies for the construction of smart stations,will aid in the automation and intelligent management of subway stations.

Importance Analysis of Urban Rail Transit Network Station Based on Passenger

Current urban rail transit has become a major mode of transportation, and passenger is an important factor of urban rail transport, so this article is based on passenger and the degree of the road network structure, calculating the point intensity of stations of urban rail transit, and then reaching a station importance by integrating many point intensities in a survey cycle time, and getting the station importance of urban rail transit network through concrete examples.

Energy management and coordination control of microgrid in elevated station of urban rail transit

The rapid development of urban rail transit brings convenience to the public,but its huge energy consumption problem cannot be ignored.A microgrid composed of photovoltaic power generation unit,regenerative braking energy feedback unit and battery energy storage unit is proposed,which provides green power for the station.In order to suppress the fluctuation of photovoltaic power generation and the intermittence of regenerative braking feedback energy,the energy management mode of microgrid is designed according to the illumination situation,braking energy feedback situation,battery state of charge and so on.In addition,a coordination control method based on virtual synchronous generator(VSG)is proposed to realize smooth switching among modes.Finally,the proposed energy management and coordination control method for elevated station microgrid is verified by Matlab/Simulink.The results show that the elevated station microgrid can operate safely and reliably under various energy management modes and realize smooth switching among modes.

Space Resources Planning and Design of Rail Transit Station in Chongqing

According to the study on 39 sites of rail transit Line 3 in Chongqing, the sites are classifi ed into three types: residential type, business center type, traffi c hub type in this paper. The study shows that the sites have many problems such as discordance of land use, severity of spatial segregation, low rate of site utilization. To solve these problems, development approaches of site space resources within 1,000 m around the site area are further explored. The approaches include four aspects: characteristics of land use, functional composite, walking guide and shuttle transportation. In addition, appropriate planning and design methods are proposed.

The Application of Pedestrian Microscopic Simulation Technology in Researching the Influenced Realm around Urban Rail Transit Station

Under the background of urban rail transit＇s rapid development, urban rail transit station, as the only connection of urban space and rail transit, undertakes the responsibility of traffic organization and passenger volume distribution. Influenced urban realm around station becomes the focus of the optimization of the sustainable urban development. Pedestrian microscopic simulation method establishes the comprehensive dynamic behavior rules in a part of urban space through simulating the behavior law by digital tools, in which the internal demand and motive mechanism of the development and change of urban space fairly well by digital representing and analyzing relevant laws can be explained. After that, the research with the realm as the carrier analyzed the demand of each simulation level and the choice of simulation parameters based on analyzing the walking connection behavior characteristics, and then further established the methodology system of pedestrian microscopic simulation. At last, the research taking the study of influenced urban realm around typical station for sample explored the application method of optimizing of urban space and traffic organization based on AnyLogic platform.

Optimization of train plan for urban rail transit in the multi-routing mode

The train plan of urban rail transit under multi-routing mode can be divided into three parts： train formation, train operation periods and corresponding train counts of each routing in each period. Based on the analysis of passen- ger＇s general travel expenses and operator＇s benefits, the constraints and objective functions are defined and the multiobjective optimization model for the train plan of urban rail transit is presented. Factors considered in the multi- objective optimization model include transport capacity, the requirements of traffic organization, corporation benefits, passenger demands, and passenger choice behavior under multi-train-routing mode. According to the characteristics of this model and practical planning experience, a three-phase solution was designed to gradually optimize the train formarion, train counts as well as operation periods. The instance of Changsha Metro Line 2 validates the feasibility and efficiency of this approach.

Optimization method of urban rail train operational plan based on O-D time-varying demand

Purpose–Under the constraints of given passenger service level and coupling travel demand with train departure time,this study optimizes the train operational plan in an urban rail corridor to minimize the numbers of train trips and rolling stocks considering the time-varying demand of urban rail passenger flow.Design/methodology/approach–The authors optimize the train operational plan in a special network layout,i.e.an urban rail corridor with dead-end terminal yard,by decomposing it into two sub-problems:train timetable optimization and rolling stock circulation optimization.As for train timetable optimization,the authors propose a schedule-based passenger flow assignment method,construct the corresponding timetabling optimization model and design the bi-directional coordinated sequential optimization algorithm.For the optimization of rolling stock circulation,the authors construct the corresponding optimization assignment model and adopt the Hungary algorithm for solving the model.Findings–The case study shows that the train operational plan developed by the study’s approach meets requirements on the passenger service quality and reduces the operational cost to the maximum by minimizing the numbers of train trips and rolling stocks.Originality/value–The example verifies the efficiency of the model and algorithm.

Hourly energy consumption characteristics of metro rail transit:Train traction versus station operation

The electricity consumption of the urban metro system can be mainly divided into the following two categories:the electricity consumption for train traction(E_(t))and the electricity consumption for station operation(E_(s)).Although understanding the hourly fluctuation characteristics of E_(t) and E_(s) contributes to renewable energy inte-gration and achieving carbon emission reduction of the metro system,the hourly fluctuation characteristics have been poorly reported in the literature.Thus,a typical underground non-transfer metro station of a city’s metro system in the North China Plain is selected in this study,and E_(t) and E_(s) were monitored to portray their hourly fluctuation characteristics.Results reveal that the hourly E_(t) shows a significant intraday“U”shape on weekdays,indicating two symmetric peaks in morning and evening rush hours.While the hourly E_(s) shows an intraday“flat”shape,indicating it is nearly free from the effect of rush hour.Moreover,it is statistically proved that the train frequency is the core influencing factor resulting in the intraday fluctuation of hourly E_(t).In the case study,when the train frequency increases from the mean(20 trains per hour)to maximum(32 trains per hour),the hourly E_(t) will increase by 53.4%.

西安市城市轨道交通站点功能演变及影响因素

城市轨道交通站点功能是城市土地利用状况和空间活力的综合反映,轨道交通站点与城市用地的协调发展对于缓解交通拥堵压力、提高土地利用效率具有积极的作用。运用信息熵、优势度、均衡度和多元回归模型,分析2011—2020年西安市中心城区轨道交通站点功能演变及影响因素。结果表明:西安市城市轨道交通站点功能呈现波动上升、中稳外变和混合主导的演变特征,商服功能、到城市中心的距离是城市轨道交通站点功能演变的主要因素,其中,商服功能对城市轨道交通站点功能的混合度呈正向影响,到城市中心的距离对城市轨道交通站点功能的混合度呈负向影响。规划期城市空间格局对城市轨道交通站点功能具有重要影响,建设期地区经济水平成为关键因素,运营期商业服务业则成为推动城市轨道交通站点功能演变的主要力量。基于城市轨道交通站点功能演变的时空分异和影响因素探究,有助于优化城市轨道交通站点周边区域土地利用和提升城市轨道交通站点活力。

城市轨道交通装配叠合整体式地下车站防水关键技术

[目的]为提高装配叠合整体式地下车站的防水性能,助力其在城市轨道交通工程中的应用,需对此类型地下车站的防水关键技术进行研究。[方法]对装配叠合整体式地下车站的混凝土抗裂防渗技术、外包防水方案及细部构造防水方案等进行了研究。[结果及结论]预制板墙构件开裂风险较大位置主要为厚度分别为500 mm和350 mm的结构表面,以及厚度为100 mm的结构中心和表面;预制顶板降温速率不宜大于2.2℃/h;预制墙板水蒸气养护由45℃降至10℃的时间不宜小于24 h,降温速率不宜大于1.5℃/h;叠合结构体系中,以受拉为主的构件宜采用水洗露骨料施工工艺,以受剪为主的构件宜采用凿毛施工工艺;温度场调控与膨胀历程调控可有效降低混凝土开裂,提高车站防水性能;车站主体结构外包防水方案,后嵌式圆形压缩密封条设计,压缩密封节点湿埋收头,以及预制板在牛腿位置的黏结措施等防水方案,提高了车站节点的防水性能。该方案在锡澄线南门站的成功应用,对于促进此类型地下车站在城市轨道交通工程中的应用,以及缩短施工工期、提升劳动生产效率、促进建筑产业转型升级等具有促进作用。

城市轨道交通列车加开计划编制模型研究

本文主要研究城市轨道交通在计划编制阶段由于客流不均衡需要在初始运行图加开列车的问题,在确保列车运行安全降低运营成本的前提下合理地加开列车实现运输能力的灵活配置。将列车运行过程形式化描述为事件-活动网络,构建了分时段多目标优化列车加开计划编制模型,提出了启发式决策规则与禁忌搜索算法相结合的两阶段求解算法。结合地铁运行实际数据,在高峰时段和平峰时段分别构建不同算例场景,验证了模型和算法的可行性和有效性。

城市轨道交通浮置板轨道纵向联板的动力效应分析

城市轨道交通浮置板轨道纵向联结处存在薄弱环节,轨道设计时对板与板纵向联结的动态效应考虑不足。通过引入等效密度及等效地基系数的方法对钢弹簧浮置板轨道系统板下基础进行合理的模型简化,建立了预制式和现浇式浮置板系统振动特性三维有限元分析模型,充分考虑了钢轨、剪力铰和板下基础对浮置板结构振动特性的影响,研究了浮置板轨道系统模态与谐响应特性,分析了浮置板纵向联结处的动力效应特性。结果表明:浮置板轨道在1~200 Hz低频段的模态振型变化主要表现为四种运动方式:刚体运动、弯曲、弯扭组合和扭转;对于预制板轨道系统,浮置板主导整个系统的振动特性表现的频段在系统模态分析和谐响应分析中表现出一致的规律;对于现浇板轨道系统,当频率为32.6~57.8 Hz时,浮置板对系统振动特性的主导作用弱化,表现为过渡频段;浮置板联板动力效应产生的低阶弯曲模态在预制板系统中表现为刚体运动模态;对于由Ns块板组成的浮置板系统,联板效应引起的单块板每阶弯曲模态频率附近的附加模态数为N_(s)/2-1。

TOD导向下的城市轨道交通站区用地绩效评价——以广州若干地铁站区为例

为推动TOD的本土化实践,聚焦于现有的地铁站区用地成果,应用用地绩效评价分析框架并结合TOD用地原则,构建TOD导向下的站区用地“强度—结构—价值”三维绩效评价体系,同时采用改进的TOPSIS法与障碍度模型对广州若干地铁站区进行实证研究,得出案例站区的TOD用地绩效水平,并从中总结TOD用地实践的积极经验。结果表明,部分案例站区已具有一定的TOD用地特征,尤其在用地结构、价值等维度上表现出良好水平,汲取相关成熟经验对于TOD的本土化实践具有较强的借鉴意义,但也需正视传统用地强度模式与TOD理念间的冲突、用地结构的优化与经济、社会等多元价值的协调等重点问题。

考虑节点重要度的城市轨道交通应急救援点选址研究

为实现对城市轨道交通中关键站点的识别和保护,提出1种考虑节点重要度的应急救援点选址方法,基于复杂网络理论构建城市轨道交通网络,从节点拓扑属性、车站属性、网络连通属性3方面出发建立节点重要度评价方法,构建节点重要度加权下的综合覆盖水平最大、最大救援响应时间最短和建设成本最低的多目标应急救援点选址模型,并以武汉地铁网络为例,基于熵权-TOPSIS法确定网络中共262个节点的重要度,设计变邻域遗传算法进行优化求解。研究结果表明:4种赋权方案下发现,相对不考虑节点重要度,本文方法所得目标在综合覆盖水平上分别提高1.44%,1.06%,2.51%和2.90%,同时可有效降低最大救援响应时间及建设成本,识别与保护关键站点。研究结果可为提升线网整体的应急能力提供指导。

城市轨道交通大型换乘车站应急防灾设计

[目的]鉴于大型城市轨道交通(以下简称“城轨”)换乘车站数量不断增加,以及该类车站具有埋深较大、人员密集、逃生救援场地受限的特征,应急防灾难度和压力十分突出,因此需要对此类型车站的应急防灾进行设计。[方法]以武汉光谷广场综合体工程作为实际案例,从火灾防护、大客流防护、洪涝防护、恐袭防护及突发疫情防护等5个重点方面,分析大型城市轨道交通车站所面临的灾害特征,结合方案设计、模拟仿真、计算分析等方式,对不同类型的灾害提出解决方案。[结果及结论]采用开放式的建筑布局和贯通的人行交通层,结合自然排烟与下沉广场设置准安全区,是困难条件下大型地下空间的有效消防措施;结合车站特点分析客流高峰情况,对不同时段、不同类型的使用人群进行分类,并设置相对独立、交叉少的流线,以有效地进行大客流防护;除常规的洪涝防护措施外,提高与周边地下空间的硬隔离措施,如增加防淹门是作为洪涝防护的必要手段;提高站内的通透性,快速疏解乘客,避免堵塞滞留可有效防护恐怖袭击;对于突发疫情防护,应严格按照我国相关管理规定,落实日常防控管理,适时采取一般疫情或较大疫情响应措施。

基于云模型的城市轨道交通应急预案评价

城市轨道交通应急预案是应急机构和人员处理运营突发事件的指南,在应急管理中发挥着极其重要的作用,评价其优劣具有重要意义.为了解决在评价过程中存在评价指标主观性过强及评价结果难以量化等问题,引入CRITIC法和云模型理论,提出了二者耦合的城市轨道交通应急预案评价方法.根据实际情况建立了城市轨道交通应急预案评价指标体系,采用CRITIC法确定了各指标的权重,运用云模型的基本算法生成评价云和结果云,通过云的数字特征和云图比较直观地展现评价结果,得到待评价预案的评价等级.以某城市轨道交通应急预案为例,验证了评价方法的合理性与有效性,为应急预案的评价提供了新的理论依据.

基于边缘控制逻辑的车站机电设备监控系统一体化设计

[目的]现有城市轨道交通管理模式还是以线为对象进行管理,网络化管理效能还未能充分发挥,如何更加集约、有效地对城市轨道交通网络进行管理,已成为各地城市轨道交通运营企业所面临的共同课题。以车站机电设备集中管控为目标,提出了基于边缘控制逻辑的车站机电设备监控系统一体化设计方案。[方法]分析了城市轨道交通网络化管理发展趋势以及网络化管理制约因素;提出了基于IT/OT(信息技术/运营技术)融合的边缘控制自动化发展方向;介绍了既有车站机电设备监控系统的技术架构和基于机电一体化的车站机电设备监控系统建设方案,并分析了该建设方案的技术特点和实施效果。[结果及结论]基于边缘控制器搭建车站机电设备管理系统,形成云边端架构,可实现对车站机电设备的集中管理,使控制体系更简洁、更安全、更高效、更经济。试点结果表明,基于边缘控制逻辑的车站机电设备监控系统一体化设计方案可行,可提升网络化管理能力。

城市轨道交通装配式地下车站新型构件连接方案的抗剪及抗震性能分析

[目的]为了进一步推广地下装配式结构在城市轨道交通工程中的应用,应对城市轨道交通车站明挖装配式出入口施工的关键技术(尤其是新型构件连接方案)进行研究。[方法]设计了由2块尺寸相同的不等边C形标准构件(有2道横向裂缝)拼接而成的城市轨道交通车站装配式出入口结构,基于此结构提出了一种新型的构件连接方案。通过模型试验及数值模拟,研究了该新型连接节点的抗剪性能和抗震性能,得出了不同受力条件下的荷载-位移曲线、抗剪形态、抗震耗能及延性等指标,验证了该新型连接节点的可靠性。[结果及结论]装配构件的截面抗剪承载力远高于传统现浇截面抗剪承载力;型钢的存在可以充分保证试件的抗剪能力;“承插接口+型钢插板”是一种可靠的连接方式,其各项性能与现浇试件相比大致相当;型钢插入长度的变化对接缝处裂缝及其最大承载力的影响很小,建议选用的型钢插入长度等与构件厚度一致。

考虑站点耦合关系的大型城市轨道交通网络级联失效分析

为了解析站点分布密集的大型城市轨道交通网络级联失效传播机理,提出改进的耦合映射格子模型.该模型结合大型城市轨道交通网络站点分布密集特征,量化耦合站点间客流演化及耦合站点抵抗力.为了衡量级联失效在大型城市轨道交通网络中的传播过程与结果,提出失效站点数量比与网络效率比指标.以上海市城市轨道交通网络为例,验证该模型的可行性.结果表明:当节点度高或进站客流量大的站点失效后,耦合站点间的级联失效规模是邻接站点间的约2倍,且由于耦合站点间的级联失效的影响,介数中心性大的站点失效所引起的级联失效传播速度最快.在考虑耦合站点间级联失效时,客流对大型城市轨道交通网络级联失效的作用力是拓扑结构的约9倍.研究结论可以为城市轨道交通网络的规划设计与事故管控提供科学的建议.

基于改进浮动单元的城市职住平衡时间尺度估计——以广州市为例

已有研究对城市职住平衡的测度往往存在可塑性面积单元问题,且忽略了交通网络在职住联系中的媒介作用。提出一种改进的浮动单元法,构建基于道路和城市轨道交通网络的数据集,以时间为职住分析尺度生成浮动单元,运用手机信令数据对职住平衡进行测度。以广州市为例,对就业中心和居住区的职住平衡时间尺度进行估计。研究发现:广州市中心城区职住平衡时间尺度分布呈圈层式空间特征,职住平衡时间尺度从一级就业中心向外围先减小再增大;城市轨道交通缩小了就业中心的职住平衡时间尺度;一级、二级(不处于一级就业中心的辐射范围内)和三级就业中心的职住平衡时间尺度分别为32~40 min、14~28 min和10~20 min,而居住组团的职住平衡时间尺度主要依附于就业中心且受到城市轨道交通的影响。最后,提出在合适的时间尺度下对职住空间结构进行评估和优化住房和就业等资源配置,并重视城市轨道交通对职住空间结构的影响。