CN106960261A - A kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data - Google Patents

A kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data Download PDF

Info

Publication number
CN106960261A
CN106960261A CN201710191811.8A CN201710191811A CN106960261A CN 106960261 A CN106960261 A CN 106960261A CN 201710191811 A CN201710191811 A CN 201710191811A CN 106960261 A CN106960261 A CN 106960261A
Authority
CN
China
Prior art keywords
passenger flow
passenger
varchar
flow
circuit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201710191811.8A
Other languages
Chinese (zh)
Inventor
赵瑞莉
陈敏俊
温亮生
张治中
陈粤龙
程方
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chongqing University of Post and Telecommunications
China Mobile Hangzhou Information Technology Co Ltd
Original Assignee
Chongqing University of Post and Telecommunications
China Mobile Hangzhou Information Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chongqing University of Post and Telecommunications, China Mobile Hangzhou Information Technology Co Ltd filed Critical Chongqing University of Post and Telecommunications
Priority to CN201710191811.8A priority Critical patent/CN106960261A/en
Publication of CN106960261A publication Critical patent/CN106960261A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q10/00Administration; Management
    • G06Q10/04Forecasting or optimisation specially adapted for administrative or management purposes, e.g. linear programming or "cutting stock problem"
    • G06Q50/40

Abstract

The present invention relates to a kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data, this method comprises the following steps:S1:Acquisition trajectory traffic passenger's IC-card data message, OD matchings are carried out to preprocessed data;S2:Commuting identification, inputs multiple workaday data, is grouped by user, judges the commuting rule of each user in multiple working days:When the user is identical, enter the station website and outbound website number of days reaches the 50% of total number of days, you can it is that the user is commuter to judge the trip;S3:Track traffic for passenger flow is counted, statistical indicator includes:Website passenger flow, circuit passenger flow, section passenger flow, transfer passenger flow, passenger flow OD, commute website passenger flow, and commute circuit passenger flow, and commute website OD passenger flows, and commute circuit OD passenger flows;S4:The analysis of the normality volume of the flow of passengers is carried out to analyze with the festivals or holidays volume of the flow of passengers;S5:Carry out normality passenger flow forecast and festivals or holidays passenger flow forecast.This method is capable of the volume of the flow of passengers of more precisely predicted orbit traffic, and rationally establishment conveyance equilibrium scheme, passenger organization scheme etc. are played an important role.

Description

A kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data
Technical field
The invention belongs to data analysis technique field, particularly track traffic operation field, it is related to a kind of based on track IC The track traffic for passenger flow Forecasting Methodology of card and mobile phone signaling data.
Background technology
Into 21 century, continuous with Chinese Urbanization level, urban population density will be increased rapidly, resulting Traffic jam issue also can be increasingly severeer, and this is by as one of restriction economy, society, the key factor of cultural development.City Track traffic as public transport important component, by as solve urban traffic blocking effective mode of transportation.Due to Track traffic have energy-conservation, save ground, freight volume it is big, round-the-clock, on schedule, it is pollution-free and safe the features such as, it can be deduced that such knot By:The development security compliance continuable development principle of urban track traffic.Therefore following a very long time would is that city rail The booming gold period of road traffic.According to data, the city to China's operation track traffic of the end of the year 2016 reaches 26, Run 3748.67 kilometers of total kilometrage.Wherein the track traffic of Shanghai Operating cities (including city underground and light rail, similarly hereinafter) overall length reaches To 617 kilometers, it has also become operation rail line most long city in the world at present.554 kilometers, Guangzhou fortune are runed in Beijing 308 kilometers have been sought, world's operation track traffic most long city ranks are all entered.Now, track traffic has become many Indispensable in city, the topmost vehicles.According to long term planning, to the year two thousand twenty National urban track traffic total kilometrage 6100 kilometers are up to, the wherein total kilometrage of Beijing's urban track traffic will be more than 1000 kilometers, and public transport will turn into 80% or so civic is mainly gone on a journey the vehicles, wherein the people for having 50% or so will be commonly using urban track traffic as going out Row instrument.
Urban track traffic is as Public Welfare facility, and the development model for affecting city's spatial structure is advised with global Draw, the integrated system that Construction of Urban Rail Traffic is cycle length, involved a wide range of knowledge.Wherein, Flow Prediction in Urban Mass Transit conduct The investment decision basis of the system, can not only weigh construction project financial cost, and be after prediction construction project puts into effect The key index of economic benefit.Passenger flow estimation process is also the process for blending the advanced communication technology and information technology.
With the cumulative year after year of the volume of the flow of passengers, although urban mass transit network constantly expands and perfect, but is still difficult to Realize the equilibrium of supply and demand.On weekdays during morning, evening peak period and great festivals or holidays, passenger flow hypersaturated state turns into city rail Normality phenomenon in traffic operation.Science is carried out to track traffic for passenger flow and accurately predicted so that conveyance equilibrium is rationally worked out Scheme, the early warning of passenger organization scheme and accident and dispersal plan are possibly realized, so as to sufficiently utilize city In existing track traffic resource.
Passenger flow estimation determines all designs and the selection of key element in City Rail Transit System, such as:The traffic capacity Size, the mode of rail layout, the selection of train model, signal control and construction costs etc., income after even runing and Efficiency of service.The accuracy of passenger flow estimation result plays very important in scientific and efficient City Rail Transit System is built Effect.
The content of the invention
In view of this, it is an object of the invention to provide a kind of track traffic based on track IC-card and mobile phone signaling data Passenger flow forecasting, this method first does OD matchings to preprocessed data;Commuting identification is carried out to the OD data matched;To track Traffic passenger flow is counted;Passenger flow statisticses result is analyzed;Visitor is carried out finally according to passenger flow statisticses result and interpretation of result Stream prediction.This method provides reference for track traffic relevant Decision person to the rational deployment of track traffic, helps to reach passenger flow Amount and the equilibrium of supply and demand of train.
To reach above-mentioned purpose, the present invention provides following technical scheme:
A kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data, this method includes following step Suddenly:
S1:Acquisition trajectory traffic passenger's IC-card data message, initial data turns into preprocessed data after cutting is arranged, OD matchings are carried out to preprocessed data;
S2:Commuting identification, inputs multiple workaday data, is grouped by user, judges each in multiple working days The commuting rule of user:When the user is identical, enter the station website and outbound website number of days reaches 50% (configurable) of total number of days, i.e., Can determine whether the trip is that the user is commuter;
S3:Track traffic for passenger flow is counted, statistical indicator includes:Website passenger flow, circuit passenger flow, section passenger flow is changed Passenger flows, passenger flow OD, commute website passenger flow, and commute circuit passenger flow, and commute website OD passenger flows, and commute circuit OD passenger flows;
S4:Passenger flow analysing:It is divided into the analysis of the normality volume of the flow of passengers to analyze with the festivals or holidays volume of the flow of passengers;
S5:Passenger flow estimation:It is divided into normality passenger flow forecast and festivals or holidays passenger flow forecast.
Further, in step sl, OD matchings are carried out to the preprocessed data, mainly based on time series, to every Individual user temporally carries out priority sequence respectively, and each pair OD of user is determined with reference to turnover station identifications;It is right in the matching process Abnormal data is handled, and is specifically included:
1) data of only enter the station record or only outbound record are rejected;
2) turnover station identifications with time series on the contrary, the temporal information that enters the station of the last time in outbound record is modified Matching, is rejected if not correcting;
3) repeatedly enter the station once it is outbound or once enter the station it is repeatedly outbound, by it is out of the station matched by time of closest approach ( Need to match time immediate two data together);
4) the double double outbound feelings that enter the station after the sequence of situation about passing in and out, i.e. unique user elapsed time Condition;Last time in the outbound record temporal information that enters the station is modified matching, and the four of the situation are rejected if not correcting Data;
5) matched for the data that the data before and after daily 0 point of morning will be combined one day after, if still matched not On then reject;
6) same after matching stand into the OD stood out is rejected;The data that the match is successful must be exported as intermediate result.
Further, in step s3, specifically include:
1) website passenger flow statisticses:Count each website volume of the flow of passengers out of the station (by time statistics out of the station):
It is by half an hour statistics export structure:Site name varchar;Time DATE (between at the beginning of half an hour);Enter Standee flows number;Outbound passenger flow number;
Daily statistics export structure is:Site name varchar;Time DATE (my god);The passenger flow that enters the station number;Go out standee Flow number;
2) circuit passenger flow:Each bar track circuit volume of the flow of passengers is counted, is counted according to user path, if certain of user Secondary trip route have passed through Line 1, No. 2 lines, No. 3 lines, then Line 1 passenger flow+1, No. 2 line passenger flows+1, No. 3 line passenger flows+1;
It is by half an hour statistics export structure:Circuit number varchar;Time DATE (between at the beginning of half an hour);Line Road passenger flow number;
Daily statistics export structure is:Circuit number varchar;Time DATE (my god);Circuit passenger flow number;
3) section passenger flow:Divide the directional statistics rail network section volume of the flow of passengers (flow between adjacent sites);Computational methods, such as Guanyinqiao-Hua Xin street section flows are calculated it is necessary to find out the people of all process Guanyinqiao-Hua Xin streets section in final path, Then sum again.
It is by half an hour statistics export structure:Site name A varchar;Site name B varchar;Time DATE (between at the beginning of half an hour);Circuit passenger flow number;
Daily statistics export structure is:Site name A varchar;Site name B varchar;Time DATE (my god) line Road passenger flow number;
4) transfer passenger flow:Statistics transfer website and circuit transfer passenger flow amount, notice that transfer website has 1 or multiple numberings Before (being typically now 2 numberings), retrieval is gone when the numbering of appearance transfer website in path according to path, and transfer website is adjacent The corresponding website of latter two site number on a circuit, that is, is not designated as transfer passenger flow;
It is by half an hour statistics export structure:Change to site name varchar;Change to site number varchar;Circuit A varchar;Circuit B varchar;Time DATE (between at the beginning of half an hour);Transfer passenger flow number;
Daily statistics export structure is:Change to site name varchar;Change to site number varchar;Circuit A varchar;Circuit B varchar;Time DATE (my god);Transfer passenger flow number;
5) passenger flow OD:
1st, each website OD passenger flows are counted
It is by half an hour statistics export structure:O varchar (site name);D varchar (site name);Time DATE (between at the beginning of half an hour);OD passenger flows number;
Daily statistics export structure is:O varchar (site name);D varchar (site name);Time DATE (my god);OD passenger flows number;
2nd, each circuit OD passenger flows are counted
It is by half an hour statistics export structure:Oline varchar;Dline varchar;Time DATE be (half an hour Time started);OD passenger flows number
Daily statistics export structure is:Oline varchar;Dline varchar;Time DATE (my god);OD passenger flows number;
6) commute passenger flow:
1st, commute website passenger flow
It is by half an hour statistics export structure:Site name varchar;Time DATE (between at the beginning of half an hour); The passenger flow that enters the station number;Outbound passenger flow number;
Daily statistics export structure is:Site name varchar;Time DATE (my god);The passenger flow that enters the station number;Go out Standee flows number;
2nd, commute circuit passenger flow
It is by half an hour statistics export structure:Circuit number varchar;Time DATE (between at the beginning of half an hour); Circuit passenger flow number;
Daily statistics export structure is:Circuit number varchar;Time DATE (my god);Circuit passenger flow number;
3rd, commute website OD passenger flows
It is by half an hour statistics export structure:O varchar (site name);D varchar (site name);Time DATE (between at the beginning of half an hour);OD passenger flows number;
Daily statistics export structure is:O varchar (site name);D varchar (site name);Time DATE (my god);OD passenger flows number;
4th, commute circuit OD passenger flows
It is by half an hour statistics export structure:Oline varchar;Dline varchar;Time DATE be (half an hour Time started);OD passenger flows number.
Daily statistics export structure is:Oline varchar;Dline varchar;Time DATE (my god);OD passenger flows number。
Further, in step s 4, specifically include:
1) in order to preferably analyze the variation tendency of ordinary day metro passenger flow, entering the station day for 20 complete 140 days weeks is chosen The volume of the flow of passengers analyzes changing rule, and the change fluctuation of normality passenger flow is regular, i.e., be fluctuating change above and below the cycle with week;In order to The changing rule of normality passenger flow is more accurately analyzed, have chosen made a concrete analysis of with week for object on this basis;
2) festivals or holidays volume of the flow of passengers analysis includes:Spring Festival guest flow statistics is analyzed;International Labour Day guest flow statistics is analyzed;The Mid-autumn Festival Analyzed with National Day guest flow statistics;Christmas Day and the analysis of New Year's Day guest flow statistics.
Further, in step s 5, specifically include:
1) normality passenger flow forecast:City Rail Transit System is the subjective initiative system that a someone participates in, according to right The statistical analysis of normality passenger flow, the feature such as urban track traffic normality passenger flow has lack of uniformity, non-linear and time variation;For Traditional this nonlinear system of linear model approximate fits, can simplify amount of calculation, but it is far from each other to predict the outcome.It is based on The characteristics of this considers that BP neural network risk mapping ability is extremely strong, model prediction accuracy is higher, from BP neural network pair Track traffic normality passenger flow is predicted;
2) festivals or holidays passenger flow forecast:The essence of nonparametric Regression Model is:Model is not by priori but by history What data were determined, " nonparametric " does not represent printenv, but parametric form and number are variable.In the model regression function not by The influence of the distribution relation of variable, and take full advantage of the possible state information of all preservations, when there is major event to occur or Regularly, the accuracy of the forecast model is higher for unstable state.Therefore the festivals or holidays volume of the flow of passengers is carried out from nonparametric Regression Model Prediction.
The beneficial effects of the present invention are:The present invention considers influence of the festivals or holidays to track traffic for passenger flow amount, establishes Normality passenger flow forecast model and festivals or holidays passenger flow forecast model, are capable of the volume of the flow of passengers of more precisely predicted orbit traffic, Rationally establishment conveyance equilibrium scheme, passenger organization scheme etc. are played an important role.
Brief description of the drawings
In order that the purpose of the present invention, technical scheme and beneficial effect are clearer, the present invention provides drawings described below and carried out Explanation:
Fig. 1 is OD matching algorithm flow charts;
Fig. 2 is passenger flow statisticses content block diagram;
Fig. 3 is BP neural network algorithm flow block diagram
Fig. 4 is nonparametric Regression Model block diagram;
Fig. 5 is the schematic flow sheet of the method for the invention.
Embodiment
Below in conjunction with accompanying drawing, the preferred embodiments of the present invention are described in detail.
Fig. 5 is the schematic flow sheet of the method for the invention, as illustrated, the method that the present invention is provided includes following step Suddenly:
S1:Acquisition trajectory traffic passenger's IC-card data message, initial data turns into preprocessed data after cutting is arranged, OD matchings are carried out to preprocessed data;
S2:Commuting identification, inputs multiple workaday data, is grouped by user, judges each in multiple working days The commuting rule of user:When the user is identical, enter the station website and outbound website number of days reaches 50% (configurable) of total number of days, i.e., Can determine whether the trip is that the user is commuter;
S3:Track traffic for passenger flow is counted, statistical indicator includes:Website passenger flow, circuit passenger flow, section passenger flow is changed Passenger flows, passenger flow OD, commute website passenger flow, and commute circuit passenger flow, and commute website OD passenger flows, and commute circuit OD passenger flows;
S4:Passenger flow analysing:It is divided into the analysis of the normality volume of the flow of passengers to analyze with the festivals or holidays volume of the flow of passengers;
S5:Passenger flow estimation:It is divided into normality passenger flow forecast and festivals or holidays passenger flow forecast.
Specifically:
In step sl, OD matchings are carried out to the preprocessed data, mainly based on time series, to each user point Do not carry out priority sequence temporally, each pair OD of user is determined with reference to turnover station identifications;In the matching process to abnormal data Handled, as shown in figure 1, specifically including:
1) data of only enter the station record or only outbound record are rejected;
2) turnover station identifications with time series on the contrary, the temporal information that enters the station of the last time in outbound record is modified Matching, is rejected if not correcting;
3) repeatedly enter the station once it is outbound or once enter the station it is repeatedly outbound, by it is out of the station matched by time of closest approach ( Need to match time immediate two data together);
4) the double double outbound feelings that enter the station after the sequence of situation about passing in and out, i.e. unique user elapsed time Condition;Last time in the outbound record temporal information that enters the station is modified matching, and the four of the situation are rejected if not correcting Data;
5) matched for the data that the data before and after daily 0 point of morning will be combined one day after, if still matched not On then reject;
6) same after matching stand into the OD stood out is rejected;The data that the match is successful must be exported as intermediate result.
Fig. 2 is passenger flow statisticses content block diagram, in step s3, is specifically included:
1) website passenger flow statisticses:Count each website volume of the flow of passengers out of the station (by time statistics out of the station):
It is by half an hour statistics export structure:Site name varchar;Time DATE (between at the beginning of half an hour);Enter Standee flows number;Outbound passenger flow number;
Daily statistics export structure is:Site name varchar;Time DATE (my god);The passenger flow that enters the station number;Go out standee Flow number;
2) circuit passenger flow:Each bar track circuit volume of the flow of passengers is counted, is counted according to user path, if certain of user Secondary trip route have passed through Line 1, No. 2 lines, No. 3 lines, then Line 1 passenger flow+1, No. 2 line passenger flows+1, No. 3 line passenger flows+1;
It is by half an hour statistics export structure:Circuit number varchar;Time DATE (between at the beginning of half an hour);Line Road passenger flow number;
Daily statistics export structure is:Circuit number varchar;Time DATE (my god);Circuit passenger flow number;
3) section passenger flow:Divide the directional statistics rail network section volume of the flow of passengers (flow between adjacent sites);Computational methods, such as Guanyinqiao-Hua Xin street section flows are calculated it is necessary to find out the people of all process Guanyinqiao-Hua Xin streets section in final path, Then sum again.
It is by half an hour statistics export structure:Site name A varchar;Site name B varchar;Time DATE (between at the beginning of half an hour);Circuit passenger flow number;
Daily statistics export structure is:Site name A varchar;Site name B varchar;Time DATE (my god) line Road passenger flow number;
4) transfer passenger flow:Statistics transfer website and circuit transfer passenger flow amount, notice that transfer website has 1 or multiple numberings Before (being typically now 2 numberings), retrieval is gone when the numbering of appearance transfer website in path according to path, and transfer website is adjacent The corresponding website of latter two site number on a circuit, that is, is not designated as transfer passenger flow;
It is by half an hour statistics export structure:Change to site name varchar;Change to site number varchar;Circuit A varchar;Circuit B varchar;Time DATE (between at the beginning of half an hour);Transfer passenger flow number;
Daily statistics export structure is:Change to site name varchar;Change to site number varchar;Circuit A varchar;Circuit B varchar;Time DATE (my god);Transfer passenger flow number;
5) passenger flow OD:
1st, each website OD passenger flows are counted
It is by half an hour statistics export structure:O varchar (site name);D varchar (site name);Time DATE (between at the beginning of half an hour);OD passenger flows number;
Daily statistics export structure is:O varchar (site name);D varchar (site name);Time DATE (my god);OD passenger flows number;
2nd, each circuit OD passenger flows are counted
It is by half an hour statistics export structure:Oline varchar;Dline varchar;Time DATE be (half an hour Time started);OD passenger flows number
Daily statistics export structure is:Oline varchar;Dline varchar;Time DATE (my god);OD passenger flows number;
6) commute passenger flow:
1st, commute website passenger flow
It is by half an hour statistics export structure:Site name varchar;Time DATE (between at the beginning of half an hour); The passenger flow that enters the station number;Outbound passenger flow number;
Daily statistics export structure is:Site name varchar;Time DATE (my god);The passenger flow that enters the station number;Go out Standee flows number;
2nd, commute circuit passenger flow
It is by half an hour statistics export structure:Circuit number varchar;Time DATE (between at the beginning of half an hour); Circuit passenger flow number;
Daily statistics export structure is:Circuit number varchar;Time DATE (my god);Circuit passenger flow number;
3rd, commute website OD passenger flows
It is by half an hour statistics export structure:O varchar (site name);D varchar (site name);Time DATE (between at the beginning of half an hour);OD passenger flows number;
Daily statistics export structure is:O varchar (site name);D varchar (site name);Time DATE (my god);OD passenger flows number;
4th, commute circuit OD passenger flows
It is by half an hour statistics export structure:Oline varchar;Dline varchar;Time DATE be (half an hour Time started);OD passenger flows number.
Daily statistics export structure is:Oline varchar;Dline varchar;Time DATE (my god);OD passenger flows number。
In step s 4, specifically include:
1) in order to preferably analyze the variation tendency of ordinary day metro passenger flow, entering the station day for 20 complete 140 days weeks is chosen The volume of the flow of passengers analyzes changing rule, and the change fluctuation of normality passenger flow is regular, i.e., be fluctuating change above and below the cycle with week;In order to The changing rule of normality passenger flow is more accurately analyzed, have chosen made a concrete analysis of with week for object on this basis;
2) festivals or holidays volume of the flow of passengers analysis includes:Spring Festival guest flow statistics is analyzed;International Labour Day guest flow statistics is analyzed;The Mid-autumn Festival Analyzed with National Day guest flow statistics;Christmas Day and the analysis of New Year's Day guest flow statistics.
In step s 5, specifically include:
1) normality passenger flow forecast:City Rail Transit System is the subjective initiative system that a someone participates in, according to right The statistical analysis of normality passenger flow, the feature such as urban track traffic normality passenger flow has lack of uniformity, non-linear and time variation;For Traditional this nonlinear system of linear model approximate fits, can simplify amount of calculation, but it is far from each other to predict the outcome.It is based on The characteristics of this considers that BP neural network risk mapping ability is extremely strong, model prediction accuracy is higher, from BP neural network pair Track traffic normality passenger flow is predicted, as shown in Figure 3;
2) festivals or holidays passenger flow forecast:The essence of nonparametric Regression Model is:Model is not by priori but by history What data were determined, " nonparametric " does not represent printenv, but parametric form and number are variable.In the model regression function not by The influence of the distribution relation of variable, and take full advantage of the possible state information of all preservations, when there is major event to occur or Regularly, the accuracy of the forecast model is higher for unstable state.Therefore the festivals or holidays volume of the flow of passengers is carried out from nonparametric Regression Model Prediction, as shown in Figure 4.
Finally illustrate, preferred embodiment above is merely illustrative of the technical solution of the present invention and unrestricted, although logical Cross above preferred embodiment the present invention is described in detail, it is to be understood by those skilled in the art that can be Various changes are made to it in form and in details, without departing from claims of the present invention limited range.

Claims (5)

1. a kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data, it is characterised in that:This method Comprise the following steps:
S1:Acquisition trajectory traffic passenger's IC-card data message, initial data turns into preprocessed data after cutting is arranged, to pre- Processing data carries out OD matchings;
S2:Commuting identification, inputs multiple workaday data, is grouped by user, judges each user in multiple working days Commuting rule:When the user is identical, enter the station website and outbound website number of days reaches the 50% of total number of days, you can judge the trip It is commuter for the user;
S3:Track traffic for passenger flow is counted, statistical indicator includes:Website passenger flow, circuit passenger flow, section passenger flow, transfer visitor Stream, passenger flow OD, commute website passenger flow, and commute circuit passenger flow, and commute website OD passenger flows, and commute circuit OD passenger flows;
S4:Passenger flow analysing:It is divided into the analysis of the normality volume of the flow of passengers to analyze with the festivals or holidays volume of the flow of passengers;
S5:Passenger flow estimation:It is divided into normality passenger flow forecast and festivals or holidays passenger flow forecast.
2. a kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data as claimed in claim 1, It is characterized in that:In step sl, OD matchings are carried out to the preprocessed data, mainly based on time series, used each Family temporally carries out priority sequence respectively, and each pair OD of user is determined with reference to turnover station identifications;In the matching process to exception Data are handled, and are specifically included:
1) data of only enter the station record or only outbound record are rejected;
2) turnover station identifications and time series is on the contrary, the temporal information that enters the station of the last time in outbound record is modified Match somebody with somebody, rejected if not correcting;
3) repeatedly enter the station once it is outbound or once enter the station repeatedly it is outbound, matched out of the station by time of closest approach;
4) the double double outbound situation that enters the station after the sequence of situation about passing in and out, i.e. unique user elapsed time; Last time in the outbound record temporal information that enters the station is modified matching, and four numbers of the situation are rejected if not correcting According to;
5) to combine data one day after for the data before and after daily 0 point of morning match, if still unmatching Reject;
6) same after matching stand into the OD stood out is rejected;The data that the match is successful must be exported as intermediate result.
3. a kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data as claimed in claim 1, It is characterized in that:In step s3, specifically include:
1) website passenger flow statisticses:Count each website volume of the flow of passengers out of the station:
It is by half an hour statistics export structure:Site name varchar;Time DATE (between at the beginning of half an hour);Enter standee Flow number;Outbound passenger flow number;
Daily statistics export structure is:Site name varchar;Time DATE (my god);The passenger flow that enters the station number;Outbound passenger flow number;
2) circuit passenger flow:Each bar track circuit volume of the flow of passengers is counted, is counted according to user path, if certain of a user goes out Walking along the street footpath have passed through Line 1, No. 2 lines, No. 3 lines, then Line 1 passenger flow+1, No. 2 line passenger flows+1, No. 3 line passenger flows+1;
It is by half an hour statistics export structure:Circuit number varchar;Time DATE (between at the beginning of half an hour);Circuit visitor Flow number;
Daily statistics export structure is:Circuit number varchar;Time DATE (my god);Circuit passenger flow number;
3) section passenger flow:Divide the directional statistics rail network section volume of the flow of passengers (flow between adjacent sites);
It is by half an hour statistics export structure:Site name A varchar;Site name B varchar;(half is small by time DATE When at the beginning of between);Circuit passenger flow number;
Daily statistics export structure is:Site name A varchar;Site name B varchar;Time DATE (my god) circuit visitor Flow number;
4) transfer passenger flow:Statistics transfer website and circuit transfer passenger flow amount, go retrieval to work as in path and transfer stop occur according to path The numbering of point, and the corresponding website of former and later two adjacent site numbers of transfer website is designated as transfer visitor not on a circuit, that is, Stream;
It is by half an hour statistics export structure:Change to site name varchar;Change to site number varchar;Circuit A varchar;Circuit B varchar;Time DATE (between at the beginning of half an hour);Transfer passenger flow number;
Daily statistics export structure is:Change to site name varchar;Change to site number varchar;Circuit A varchar; Circuit B varchar;Time DATE (my god);Transfer passenger flow number;
5) passenger flow OD:
1st, each website OD passenger flows are counted
It is by half an hour statistics export structure:O varchar (site name);D varchar (site name);Time DATE (between at the beginning of half an hour);OD passenger flows number;
Daily statistics export structure is:O varchar (site name);D varchar (site name);Time DATE (my god); OD passenger flows number;
2nd, each circuit OD passenger flows are counted
It is by half an hour statistics export structure:Oline varchar;Dline varchar;Time DATE (the beginnings of half an hour Time);OD passenger flows number
Daily statistics export structure is:Oline varchar;Dline varchar;Time DATE (my god);OD passenger flows number;
6) commute passenger flow:
1st, commute website passenger flow
It is by half an hour statistics export structure:Site name varchar;Time DATE (between at the beginning of half an hour);Enter standee Flow number;Outbound passenger flow number;
Daily statistics export structure is:Site name varchar;Time DATE (my god);The passenger flow that enters the station number;Outbound passenger flow number;
2nd, commute circuit passenger flow
It is by half an hour statistics export structure:Circuit number varchar;Time DATE (between at the beginning of half an hour);Circuit visitor Flow number;
Daily statistics export structure is:Circuit number varchar;Time DATE (my god);Circuit passenger flow number;
3rd, commute website OD passenger flows
It is by half an hour statistics export structure:O varchar (site name);D varchar (site name);Time DATE (between at the beginning of half an hour);OD passenger flows number;
Daily statistics export structure is:O varchar (site name);D varchar (site name);Time DATE (my god); OD passenger flows number;
4th, commute circuit OD passenger flows
It is by half an hour statistics export structure:Oline varchar;Dline varchar;Time DATE (the beginnings of half an hour Time);OD passenger flows number.
Daily statistics export structure is:Oline varchar;Dline varchar;Time DATE (my god);OD passenger flows number.
4. a kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data as claimed in claim 1, It is characterized in that:In step s 4, specifically include:
1) in order to preferably analyze the variation tendency of ordinary day metro passenger flow, the passenger flows that enter the station day in 20 complete 140 days weeks are chosen Amount analysis changing rule, normality passenger flow change fluctuation is regular, i.e., be fluctuating change above and below the cycle with week;In order to more accurate The changing rule of true analysis normality passenger flow, have chosen made a concrete analysis of with week for object on this basis;
2) festivals or holidays volume of the flow of passengers analysis includes:Spring Festival guest flow statistics is analyzed;International Labour Day guest flow statistics is analyzed;The Mid-autumn Festival and state Celebrating section guest flow statistics analysis;Christmas Day and the analysis of New Year's Day guest flow statistics.
5. a kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data as claimed in claim 1, It is characterized in that:In step s 5, specifically include:
1) normality passenger flow forecast:Track traffic normality passenger flow is predicted from BP neural network;
2) festivals or holidays passenger flow forecast:The festivals or holidays volume of the flow of passengers is predicted from nonparametric Regression Model.
CN201710191811.8A 2017-03-27 2017-03-27 A kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data Pending CN106960261A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710191811.8A CN106960261A (en) 2017-03-27 2017-03-27 A kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710191811.8A CN106960261A (en) 2017-03-27 2017-03-27 A kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data

Publications (1)

Publication Number Publication Date
CN106960261A true CN106960261A (en) 2017-07-18

Family

ID=59471067

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710191811.8A Pending CN106960261A (en) 2017-03-27 2017-03-27 A kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data

Country Status (1)

Country Link
CN (1) CN106960261A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108647832A (en) * 2018-05-18 2018-10-12 辽宁工业大学 A kind of subway circulation interval time control algolithm based on neural network
CN109583656A (en) * 2018-12-06 2019-04-05 重庆邮电大学 Passenger Flow in Urban Rail Transit prediction technique based on A-LSTM
CN109842848A (en) * 2017-09-22 2019-06-04 江苏智谋科技有限公司 A kind of region flow of the people predicting platform based on mobile phone signaling
CN109905845A (en) * 2018-12-10 2019-06-18 华南理工大学 A kind of bus passenger flow OD acquisition methods based on mobile phone signaling
CN110246332A (en) * 2019-06-05 2019-09-17 北京交通大学 The real-time passenger flow method for monitoring of rail traffic and system based on multisource data fusion
CN110570004A (en) * 2018-06-05 2019-12-13 上海申通地铁集团有限公司 subway passenger flow prediction method and system
CN110913345A (en) * 2019-11-15 2020-03-24 东南大学 Section passenger flow calculation method based on mobile phone signaling data

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015171286A1 (en) * 2014-05-07 2015-11-12 Exxonmobil Upstream Research Company Method of generating an optimized ship schedule to deliver liquefied natural gas
CN105550789A (en) * 2016-02-19 2016-05-04 上海果路交通科技有限公司 Method for predicting bus taking passenger flow
CN106485359A (en) * 2016-10-13 2017-03-08 东南大学 A kind of urban track traffic section passenger flow estimation method based on train schedule

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015171286A1 (en) * 2014-05-07 2015-11-12 Exxonmobil Upstream Research Company Method of generating an optimized ship schedule to deliver liquefied natural gas
CN105550789A (en) * 2016-02-19 2016-05-04 上海果路交通科技有限公司 Method for predicting bus taking passenger flow
CN106485359A (en) * 2016-10-13 2017-03-08 东南大学 A kind of urban track traffic section passenger flow estimation method based on train schedule

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
何九冉: "城市轨道交通客流统计特征分析及组合预测方法实证研究", 《中国优秀硕士学位论文全文数据库 工程科技II辑》 *

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109842848A (en) * 2017-09-22 2019-06-04 江苏智谋科技有限公司 A kind of region flow of the people predicting platform based on mobile phone signaling
CN108647832A (en) * 2018-05-18 2018-10-12 辽宁工业大学 A kind of subway circulation interval time control algolithm based on neural network
CN108647832B (en) * 2018-05-18 2020-08-04 辽宁工业大学 Subway operation interval time control algorithm based on neural network
CN110570004A (en) * 2018-06-05 2019-12-13 上海申通地铁集团有限公司 subway passenger flow prediction method and system
CN109583656A (en) * 2018-12-06 2019-04-05 重庆邮电大学 Passenger Flow in Urban Rail Transit prediction technique based on A-LSTM
CN109583656B (en) * 2018-12-06 2022-05-10 重庆邮电大学 Urban rail transit passenger flow prediction method based on A-LSTM
CN109905845A (en) * 2018-12-10 2019-06-18 华南理工大学 A kind of bus passenger flow OD acquisition methods based on mobile phone signaling
CN110246332A (en) * 2019-06-05 2019-09-17 北京交通大学 The real-time passenger flow method for monitoring of rail traffic and system based on multisource data fusion
CN110913345A (en) * 2019-11-15 2020-03-24 东南大学 Section passenger flow calculation method based on mobile phone signaling data
CN110913345B (en) * 2019-11-15 2021-01-05 东南大学 Section passenger flow calculation method based on mobile phone signaling data

Similar Documents

Publication Publication Date Title
CN106960261A (en) A kind of track traffic for passenger flow Forecasting Methodology based on track IC-card and mobile phone signaling data
CN106971534B (en) Commuter characteristic analysis method based on number plate data
CN104318324B (en) Shuttle Bus website and route planning method based on taxi GPS records
CN107766969B (en) Large station fast line layout method based on subway service capacity bottleneck section identification
CN105405293B (en) A kind of road travel time short term prediction method and system
CN106779408A (en) The appraisal procedure and device of public transit system service quality
CN107134142A (en) A kind of urban road method for predicting based on multisource data fusion
KR101385057B1 (en) Prediction of urban congestion using ITS based data
CN106448132A (en) Conventional public traffic service index real-time evaluation system and method
Ma et al. Modeling bus travel time reliability with supply and demand data from automatic vehicle location and smart card systems
CN105279572A (en) City track traffic passenger flow density index calculating and releasing system
Wilson et al. The potential impact of automated data collection systems on urban public transport planning.
CN106327871A (en) Highway congestion forecasting method based on historical data and reservation data
Gong et al. Hybrid dynamic prediction model of bus arrival time based on weighted of historical and real-time GPS data
CN101236642A (en) Classified passenger flow monitoring system and its method based on ticketing data
CN106951549A (en) A kind of passenger's traffic path recognition methods based on track IC-card and mobile phone signaling data
Chengula et al. Assessment of the effectiveness of Dar Es Salaam bus rapid transit (DBRT) system in Tanzania
Zhang et al. A data-driven analysis for operational vehicle performance of public transport network
CN107274000A (en) Urban track traffic section passenger flow forecasting under a kind of accident
Zhang et al. Analysis of spatial-temporal characteristics of operations in public transport networks based on multisource data
CN102117510B (en) Unknown transportation mean passenger source predictive method in big activities
Yang et al. Determination of optimal toll levels and toll locations of alternative congestion pricing schemes
Song et al. Public transportation service evaluations utilizing seoul transportation card data
Nasiboglu et al. Origin-destination matrix generation using smart card data: Case study for Izmir
Ova et al. Evaluation of transit signal priority strategies for small-medium cities

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20170718

RJ01 Rejection of invention patent application after publication