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CN106991542A - A kind of crowded bottleneck identification method of rail network based on seepage theory - Google Patents

A kind of crowded bottleneck identification method of rail network based on seepage theory
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CN106991542A
CN106991542ACN201710416450.2ACN201710416450ACN106991542ACN 106991542 ACN106991542 ACN 106991542ACN 201710416450 ACN201710416450 ACN 201710416450ACN 106991542 ACN106991542 ACN 106991542A
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interval
network
value
bottleneck
crowded
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CN106991542B (en
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鲁光泉
熊莹
王云鹏
鹿应荣
马晓磊
陈鹏
丁川
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Beihang University
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Abstract

The present invention discloses a kind of crowded bottleneck identification method of rail network based on seepage theory.The method comprising the steps of:A. by rail network it is abstract be an oriented topological diagram;B. it is used as state representation index from interval load factor;C. dynamic network is built according to seepage theory, i.e., gives a specific load factor value l at each moment, if interval load factor is more than particular value l, the Interval Censorship is removed;It is on the contrary then retain;D. for synchronization, l values are changed, network-in-dialing is sexually revised;According to seepage theory, when the scale of second largest connected graph SG in network reaches maximum, corresponding l values are threshold limit value;E. the Interval Set removed when l takes threshold limit value is combined into possible bottleneck set;Change the state of section in the set, crowded bottleneck is defined as if interval change can improve network condition.The present invention can carry out Dynamic Recognition to crowded bottleneck, contribute to operation management person to adjust order of classes or grades at school, interval for dispatching a car etc. in time, so as to provide the service of high-efficiency high-quality for passenger.

Description

A kind of crowded bottleneck identification method of rail network based on seepage theory
Technical field
The present invention relates to track operation management and big data analysis field, more particularly to a kind of rail based on seepage theoryRoad network congestion bottleneck identification method, available for support track operation management, improves track traffic service level.
Background technology
As effective mode for alleviating urban traffic blocking, track traffic is rapidly developed in recent years.Currently, in ChinaGround city is just welcoming the upsurge of subway construction.Particularly in big city as Beijing, Shanghai, track traffic constantly improve and hairExhibition, operating line is developed into multi-thread by single line and gradually stepped into the networking stage, and urban track traffic haulage level is significantly carriedIt is high.But also attracted the huge volume of the flow of passengers simultaneously, particularly in early evening peak, section passenger flow is usually beyond the actual fortune of networkCan, so as to generate crowded bottleneck.Effective identification of the crowded bottleneck of rail network can be provided reliably for operation managementUse for reference, preferably to play the benefit of urban track traffic, adjust order of classes or grades at school of dispatching a car, the departure interval such as appropriate, multiplied with reducingVisitor's collecting and distributing time AT STATION, comfortableness when passenger takes is improved, ensured safety.Clothes can be selected for traveler travel behaviourBusiness, traveler may choose whether to avoid bottleneck interval, bottleneck time etc..It can be set for Metro Network optimization design, new lineCount based theoretical etc..Therefore, the crowded bottleneck of identification rail network is extremely necessary.
The research of traffic bottlenecks Study on Problems earliest primarily directed to road bottleneck problem, so in road bottleneck identification sideThe achievement in research in face is very abundant.In terms of microcosmic road section traffic volume bottleneck identification:It is to hand over that countries in the world, which are studied more,Lead to crowded automatic identification (Automatic Traffic congestion identification, ACI) algorithm.The ACI of early stageThe main study subject of algorithm is the traffic events of burst, the magnitude of traffic flow for being largely all based on being gathered with induction coil,The traffic data such as ground spot speed and occupation rate;Thereafter the indirect ACI algorithms developed are except the conventional Vehicle Detection instrument institute of applicationOutside the magnitude of traffic flow, occupation rate and the place speed data of offer, the basic data applied also including vehicle instantaneous velocity withJourney time, time headway, the average travel speed of traffic flow and average travel time etc.;In recent years, video image is also ACIUsed in algorithm.Have in terms of bottleneck road identification of the macroscopic view based on road network:Recognition methods based on rough set (hides dawn peak to be based onRoad network bottleneck road recognition methods [J] the highway communications science and technology of rough set, 2009,26 (9):120-124.), based on minimal cutThe dynamic traffic bottleneck identification method for collecting max-flow (is handed in Liu Jin rosy clouds urban road network traffic bottlenecks Study of recognition [D] LanzhouLogical university, 2015.), recognition methods (Li D, Fu B, Wang Y, the et al.Percolation based on seepage theorytransition in dynamical traffic network with evolving critical bottlenecks.[J].Proceedings of the National Academy of Sciences of the United States ofAmerica,2015,112(3):669-72.) etc..The abundant achievement in research of road traffic bottleneck identification is for track traffic bottleneckIdentification has certain reference, but road traffic has certain difference with track traffic, so road traffic bottleneck is knownMethod for distinguishing is not fully appropriate for track traffic bottleneck identification.
Just deployed in recent years for the research in terms of track bottleneck identification, related research is also fewer.For orbital stationThe research of point bottleneck mainly recognizes bottleneck (Zhang Qi, the Han Bao of Intra-site according to station facilities service level, queuing time etc.Bright, Li get Wei waits the Chinese railway sciences of method for evaluating operating effect of urban track traffic hub [J] of based on emulation technology,2011,32(5):120-126. Chen Feng, Wu Qibing, Zhang Huihui, wait Beijing Metro Line 1 terminal facilitieses and passenger flow relationship analysis[J] Traffic transport system engineerings and information, 2009,9 (2):93-98.).It is mainly for network bottleneck station recognitionBased on the distribution of Utopian network passenger flow, and on this basis, the station bottleneck recognition methods based on service level is built(Wang Zhipeng, military remote duckweed urban mass transit network bottleneck recognition methods [J] Chang An University journal natural science edition,2015(s1):198-202.).On the one hand, studied for the bottleneck identification of rail network, the research ten based on macro network levelDivide scarcity;On the other hand the research of existing macro network level, its Research foundation is all ideal network bus traveler assignment, with realityRail network passenger flow have a certain distance.
The content of the invention
Goal of the invention:
Focused mostly on for the existing research on track bottleneck identification in static bottleneck characteristic analysis and identification AT STATION,Lack for because passenger flow change and caused by bottleneck analysis, the bottleneck identification of network level is very related to less.The present invention is from grandA kind of angle of sight, based on reliable rail network passenger flow data, it is proposed that the crowded bottleneck of rail network based on seepage theoryRecognition methods.
Technical scheme:
A kind of crowded bottleneck identification method of rail network based on seepage theory, comprises the following steps:
1. by rail network it is abstract be an oriented topological diagram;
2. from characteristic index of the interval load factor as rail network state of section;
3. dynamic track network is built according to seepage theory, particularly:It is specific fully loaded given one of each momentRate value l, it is interval for each, if its load factor is more than particular value l, it is deleted from network, if its load factor is less thanParticular value l then retains the interval;
The change of 4.l values:For synchronization, different network states can be obtained by changing l values, and l span isThe zero interval load factor value of maximum inscribed to rail network when corresponding.During l changes to minimum value from maximum, network fromOne connected graph resolves into several small connected graphs, and the quantity and size of connected graph can all change;
5. the determination of threshold limit value:During l values are tapered into, the connected graph G for having maximum is connected with second largestScheme SG, according to seepage theory, corresponding l values are threshold limit value when SG scale reaches maximum;
6. the determination of bottleneck set:The Interval Set removed when l value changes are to threshold limit value is combined into possible bottleneck set;
7. the determination of bottleneck:Change load factor interval in possible bottleneck set one by one, if its change can to faceBoundary's threshold value changes the then interval and is defined as crowded bottleneck.
The features of the present invention:
The basis of the present invention is reliable, substantial amounts of rail network passenger flow data, rather than Utopian network passenger flow pointMatch somebody with somebody, so the achievement in research of the present invention can more accurately reflect the crowded bottleneck of reality of rail network.Bottleneck then due toThe characteristic such as concurrency, propagated, instantaneity, is that its identification brings bigger difficulty, but dynamic bottle with certain unstabilityThe identification of neck has more realistic meaning.And the present invention enters action based on seepage theory exactly from macro network aspect to rail networkThe crowded bottleneck identification of state, contributes to track operation management person to hold track running situation on the whole, so that efficiency of operation is improved,Also preferably serve passengers simultaneously.
Brief description of the drawings
Fig. 1 is the topological diagram of Beijing Rail Transit network;
Fig. 2 is situation of change of the G and SG scales with l;
Fig. 3 lists possible crowded bottleneck;
Fig. 4 differentiates to bottleneck interval;
Fig. 5 is the crowded bottleneck determined.
Embodiment
Below in conjunction with drawings and examples, the present invention is furture elucidated.The present invention provides a kind of rail based on seepage theoryRoad network congestion bottleneck identification method, methods described step is as follows:
1. by rail network it is abstract be an oriented topological diagram:
Rail network model, i.e. urban railway station are built from the P space-wises in complex network model construction method to be considered asNode, if two websites have straightforward line, then they just have even side.The rail network that this example is used is Beijing rail networkNetwork, its topological structure is as shown in Figure 1.
2. from characteristic index of the interval load factor as rail network state of section:
The computational methods of interval load factor are:
In formula, LijInterval ij load factor is represented, m represents the vehicle number by interval ij in timing statisticses, and Q represents vehicleK actual passenger number, C represents vehicle k rated passenger capacity, and the timing statisticses that this example is used are 5 minutes.
3. dynamic track network is built according to seepage theory, particularly:It is specific fully loaded given one of each momentRate value l, it is interval for each, if its load factor is more than particular value l, it is deleted from network, if its load factor is less thanParticular value l then retains the interval.Have
The change of 4.l values:For synchronization, different network states can be obtained by changing l values, and l span isThe zero interval load factor value of maximum inscribed to rail network when corresponding.During l changes to minimum value from maximum, network fromOne connected graph resolves into several small connected graphs, and the quantity and size of connected graph can all change.That is, according to step 3,Change l values, the adjacency matrix of different rail networks can be obtained.
5. threshold limit value lcDetermination:During l values are tapered into, it may appear that maximum connected graph G and second largestConnected graph SG, according to seepage theory, when SG scale reaches maximum, corresponding l values are threshold limit value lc.Fig. 2 is G and SGScale is with l situation of change, and data time is 12 days 08 May in 2016:20—08:25, when can determine that the statistics by Fig. 2Interior lcFor 0.6.
6. the determination of bottleneck set:The Interval Set removed when l value changes are to threshold limit value is combined into possible bottleneck set.By the l knowable to step 5 nowcFor 0.6, it is hereby achieved that possible bottleneck set.Fig. 3 is now to be moved under threshold limit valueThe rail network removed is interval, and one has 3 intervals, is represented in figure for dotted line, in order to become apparent from having roundlet on three intervalsCircle is indicated.
7. the determination of bottleneck:Change load factor interval in possible bottleneck set one by one, if its change can to faceBoundary's threshold value changes the then interval and is defined as crowded bottleneck.
On the basis of step 6,3 interval load factors are reduced respectively, and the threshold limit value of network may change, it is also possible toDo not change.It can determine that by Fig. 4, the change of interval 1 load factor improves network state, and interval 2 and interval 3 do not have then, soInterval 1 is the crowded bottleneck of rail network now, its position such as Fig. 5.

Claims (1)

Translated fromChinese
1.一种基于渗流理论的轨道网络拥挤瓶颈识别方法,包括如下步骤:1. A method for identifying bottlenecks in a crowded track network based on seepage theory, comprising the steps of:(1)将轨道网络抽象为一个有向拓扑图:选用复杂网络模型构建方法中的P空间方法构建轨道网络模型,即轨道站点视为节点,若两个站点有直达线路,那么它们就有连边;(1) Abstract the track network into a directed topology graph: use the P-space method in the complex network model construction method to construct the track network model, that is, track stations are regarded as nodes, and if two stations have direct lines, then they are connected side;(2)选用区间满载率作为轨道网络区间状态的表征指标;(2) Select the full load rate of the section as the characterization index of the section state of the track network;区间满载率的计算方法为:The calculation method of section full load rate is:LLiijj==ΣΣkk==11mmQQkkΣΣkk==11mmCCkk式中,Lij表示区间ij的满载率,m表示统计时间内经过区间ij的车辆数,Q表示车辆k的实际乘客人数,C表示车辆k的额定载客人数;In the formula, Lij represents the full load rate of interval ij, m represents the number of vehicles passing through interval ij within the statistical time, Q represents the actual number of passengers of vehicle k, and C represents the rated number of passengers of vehicle k;(3)根据渗流理论构建动态轨道网络,具体说来:在每一时刻给定一个特定的满载率值l,对于每一个区间,若其满载率大于特定值l,则将其从网络中删除,若其满载率小于特定值l则保留该区间;即有(3) Construct a dynamic track network according to the seepage theory, specifically: at each moment a specific full-load rate value l is given, and for each section, if its full-load rate is greater than a specific value l, it will be deleted from the network , if its full load rate is less than a specific value l, then keep this interval; that is,eeiijj==11((lllljj≤≤ll))00((lliijj>>ll))(4)l值的改变:对于同一时刻,改变l值可以获得不同的网络状态,l的取值范围为零到轨道网络对应时刻下的最大区间满载率值;l从最大值变化到最小值的过程中,网络从一个连通图分解成几个小的连通图,连通图的数量和大小都会改变;也就是说,根据步骤(3),改变l值,可获得不同的轨道网络的邻接矩阵;(4) Change of l value: For the same moment, different network states can be obtained by changing the value of l. The value of l ranges from zero to the maximum interval full load rate value at the corresponding moment of the track network; l changes from the maximum value to the minimum value In the process of , the network is decomposed from a connected graph into several small connected graphs, and the number and size of the connected graphs will change; that is to say, according to step (3), the adjacency matrix of different track networks can be obtained by changing the value of l ;(5)临界阈值lc的确定:在l值逐渐变小的过程中,会出现最大的连通图G和第二大连通图SG;根据渗流理论,当SG的规模达到最大时对应的l值即为临界阈值lc(5) Determination of the critical threshold lc: in the process of gradually decreasing the value ofl , the largest connected graph G and the second largest connected graph SG will appear; according to the percolation theory, when the scale of SG reaches the maximum, the corresponding l value is the critical threshold lc ;(6)瓶颈集合的确定:在l值变化到临界阈值时移除的区间集合为可能的瓶颈集合;(6) Determination of the bottleneck set: the interval set removed when the l value changes to a critical threshold is a possible bottleneck set;(7)瓶颈的确定:逐个改变可能的瓶颈集合中区间的满载率,若其的改变能使得临界阈值改变则该区间确定为拥挤瓶颈。(7) Determination of bottlenecks: Change the full load rate of the interval in the possible bottleneck set one by one, if the change can make the critical threshold change, then the interval is determined as a congestion bottleneck.
CN201710416450.2A2017-06-062017-06-06Method for identifying congestion bottleneck of track network based on seepage theoryExpired - Fee RelatedCN106991542B (en)

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