CN106504535A - A kind of combination Gravity Models and the trip distribution modeling method of Fratar models - Google Patents

A kind of combination Gravity Models and the trip distribution modeling method of Fratar models Download PDF

Info

Publication number
CN106504535A
CN106504535A CN201611087603.5A CN201611087603A CN106504535A CN 106504535 A CN106504535 A CN 106504535A CN 201611087603 A CN201611087603 A CN 201611087603A CN 106504535 A CN106504535 A CN 106504535A
Authority
CN
China
Prior art keywords
cell
models
traffic
volume
trip
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.)
Granted
Application number
CN201611087603.5A
Other languages
Chinese (zh)
Other versions
CN106504535B (en
Inventor
王炜
黄蓉
华雪东
王昊
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.)
Southeast University
Original Assignee
Southeast University
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 Southeast University filed Critical Southeast University
Priority to CN201611087603.5A priority Critical patent/CN106504535B/en
Publication of CN106504535A publication Critical patent/CN106504535A/en
Application granted granted Critical
Publication of CN106504535B publication Critical patent/CN106504535B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G08SIGNALLING
    • G08GTRAFFIC CONTROL SYSTEMS
    • G08G1/00Traffic control systems for road vehicles
    • G08G1/01Detecting movement of traffic to be counted or controlled
    • G08G1/0104Measuring and analyzing of parameters relative to traffic conditions
    • G08G1/0125Traffic data processing
    • GPHYSICS
    • G08SIGNALLING
    • G08GTRAFFIC CONTROL SYSTEMS
    • G08G1/00Traffic control systems for road vehicles
    • G08G1/01Detecting movement of traffic to be counted or controlled
    • G08G1/0104Measuring and analyzing of parameters relative to traffic conditions
    • G08G1/0137Measuring and analyzing of parameters relative to traffic conditions for specific applications

Landscapes

  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)

Abstract

The invention discloses a kind of combination Gravity Models and the trip distribution modeling method of Fratar models, comprise the steps:The generation for gathering each cell first attracts the volume of traffic and the distribution of present situation OD;Secondly demarcate the generation without constraint Gravity Models parameter and each cell of the prediction non-coming year and attract the volume of traffic;Then apply that both demarcated to calculate non-coming year OD distributions without constraint Gravity Models;Finally application Fratar model runnings once obtain new non-coming year prediction OD distributions;Convergence judgement is carried out with last time circulation result to operation result, the OD distributions for being met convergence criterion are each minizone OD forecast of distribution final results of the non-coming year.The distribution forecasting method combines the advantage of Gravity Models and Fratar models, both present situation trip distributed intelligence had been taken full advantage of, the impact that the change and Land_use change that road network can be considered simultaneously again is produced to people's trip, improves the applicability of the accuracy and forecast model for predicting the outcome.

Description

A kind of combination Gravity Models and the trip distribution modeling method of Fratar models
Technical field
The present invention relates to a kind of trip distribution modeling method that Gravity Models is combined with Fratar models, belongs to traffic Demand and trip distribution modeling technical field.
Background technology
Make rational planning for too busy to get away accurate transport need analysis and the prediction of communication project.Transport need analysis and prediction are made For the key technology of traffic programme, the degree of accuracy and reliability held by future transportation development trend is determined, so as to affect Traffic department and the decision-making of designer.In the level of urbanization higher and higher today, emerged substantial amounts of newly-built city or Urban planning new district (hereinafter referred to as Xincheng District), this just brings a new difficult problem and challenge to Urban Traffic Planning, particularly exists Transport need analysis and forecast period.At present, transport need analysis is carried out in traffic programme mainly uses biography with prediction The procedural transport need analytical model of system, i.e. four stages of Trip generation forecast, traffic distribution, traffic modal splitting and traffic assignation Predictive mode.For the second stage trip distribution modeling of Four-stage Method, a lot of scholars propose different forecast models and Method.
At present, in the trip distribution modeling of the Study on Highway Feasible Research using more be that present status method (also referred to as increases Y-factor method Y), wherein Fratar methods are widely used by planning governor due to fast convergence rate.The basic assumption of Fratar methods It is:Travel amount between traffic zone is unrelated with the change of road network structure, or prediction the time in road network without big change.Thus Fratar methods have an open defect being not fee from, i.e.,:Future transportation amount is only realized with this sole indicator of growth rate, and Do not account for the factors that traffic distribution is affected in network, thus in new mode of transportation, new road, new charge political affairs Plan or new cell cannot describe the change of traffic distribution when generating.The distribution precision additionally, present status method is gone on a journey to base year Dependence is larger, and the confidence level of trip distribution of the non-coming year can not possibly exceed base year, and any base year that occurs in is gone on a journey in distribution Error will be exaggerated in calculating process.In contrast to this, " Gravity Models " method, or it is referred to as " collective model " method, it is believed that area Traffic distribution between area is affected by all traffic impedances such as interzone distance, run time, expense, i.e., area and area it Between trip distribution the attraction that goes on a journey is directly proportional with each area, and the traffic impedance between same district is inversely proportional to, for some are newly-built The trip distribution modeling in city has higher applicability and accuracy.But gravity model method is based entirely on to trip distribution shadow The consideration of the factor of sound, lacks the analysis of the travel behaviour to people, does not make full use of present situation trip distributed data, and predicting the outcome can Can there is certain deviation with actual conditions.
Content of the invention
Goal of the invention:In order to overcome the deficiencies in the prior art, the present invention provide a kind of combine Gravity Models with The trip distribution modeling method of Fratar models, the Forecasting Methodology can comprehensive gravity model method and Fratar models advantage, both The impact of road network change and Land_use change to trip distribution is considered, and fully combines present situation trip distribution actual conditions, while Solve the problems, such as that Fratar method growth pattern is single, gravity model method Correlative Influence Factors are difficult to obtain, can be to the non-coming year Traffic distribution carries out reasonable prediction.
Technical scheme:For achieving the above object, the technical solution used in the present invention is:
A kind of combination Gravity Models and the trip distribution modeling method of Fratar models, comprise the following steps:
Step 10) present situation of each cell of collection occurs to attract the volume of traffic, the distribution of present situation OD and relevant rudimentary data, its In, there is the trip generating capacity O for attracting the volume of traffic to include cell i in the present situation of each celliTrip attraction amount D with cell jj, I=1,2 ... n, j=1,2 ... n, n represent cell number.
Step 20) demarcate without constraint Gravity Models, comprising step 201) to step 204):
Step 201) determine without constraint Gravity Models form:qijRepresent the traffic between cell i, j Amount, cijThe impedance between cell i, j, α is represented, beta, gamma is without constraint Gravity Models parameter to be calibrated.
Step 202) rightBoth sides are taken the logarithm, and obtain ln (qij)=ln alpha+beta ln (OiDj)-γln(cij).
Step 203) make Y=ln (qij), a0=ln α, a1=β, a2=-γ, X1=ln (OiDj), X2=ln (cij), then Y= a0+a1X1+a2X2, wherein a0, a1, a2For coefficient to be calibrated, X1, X2, Y is the vector comprising sample data set.
Step 204) occur to attract the volume of traffic and the distribution of present situation OD to determine sample data set X by each cell present situation1, X2, Y, Sample data is demarcated using least square method, determined without constraint Gravity Models parameter.
Step 30) predict that the generation in each cell non-coming year attracts the volume of traffic, institute based on the present situation generation attraction volume of traffic The generation for stating each cell non-coming year attracts the volume of traffic to include the trip generating capacity P in i-th cell non-coming yeariWith i-th cell not Trip attraction amount A in the coming yeari.
Step 40) by step 30) obtain the generation in each cell non-coming year and attract the volume of traffic to substitute into step 20) and in both demarcated Without constraint Gravity Models, non-coming year OD distributions q is calculatedij.
Step 50):With step 40) in application without constraint Gravity Models obtain OD distribution qijAs initial OD, operation one Secondary Fratar models obtain new non-coming year prediction OD distribution qij 1, comprising step 501) and to step 503).
Step 501):OD distributions q between cell i, j is obtained according to solving without constraint Gravity Modelsij, collect and obtain each cell Generation attracts the volume of traffic:
Step 502):Calculate Fratar model coefficient correlations Wherein, FOiWhen representing application Fratar models there is convergence coefficient, F in the trip of i-th cellDjRepresent the The trip attraction convergence coefficient of j cell, LijRepresent that the trip of i-th cell occurs regulation coefficient, LjiRepresent j-th cell Trip attraction regulation coefficient.
Step 503):Solve new non-coming year OD forecast of distribution qij 1=qij*FOi*FDj*(Lii+Ljj)/2.
Step 60):Convergence judges:According to step 50) in Fratar model one cycles obtain OD distribution qij 1, converge The new non-coming year prediction of each cell must be arrived to occur to attract volume of traffic conduct
If there is to attract volume of traffic error within tolerance interval, i.e., in each cell:
Proceed to step 70), otherwise make Go to step 40).
Step 70) predicting the outcome meets the condition of convergence, end loop, and OD distributions now are each minizone OD of the non-coming year Forecast of distribution result.
Preferably:The step 10) in relevant rudimentary data include cell population, area, Land_use change, locational factor number According to.
Preferably:The step 30) in by present situation occur to attract the volume of traffic based on predict the generation in each cell non-coming year The method of the volume of traffic is attracted to include original unit's method, growth rate method, cross classification, function method.
Beneficial effect:The present invention compared to existing technology, has the advantages that:
1) advantage of Gravity Models is inherited, many factors such as road network change, Land_use change can be considered for cell There is the impact for attracting the volume of traffic.Traffic Demand Forecasting simultaneously for newly-built city or urban planning new district has higher standard True property and applicability.
2) the merger advantage of Fratar model of growth, makes full use of obtainable present situation cell trip distribution letter Breath, controls the deviation between non-coming year trip forecast of distribution result and actual trip distribution, it is ensured that prediction knot to a certain extent The confidence level of fruit.
3) when the distribution of present situation OD is difficult to obtain or base year distributed intelligence is lacked, still can be initial first with Gravity Models Change prediction year OD, recycle Fratar models progressively adjusted to predict the outcome.
Description of the drawings
Fig. 1 is the FB(flow block) of the present invention.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the present invention is further elucidated with, it should be understood that these examples are merely to illustrate this Invention rather than restriction the scope of the present invention, after the present invention has been read, those skilled in the art are various to the present invention's The modification of the equivalent form of value falls within the application claims limited range.
A kind of combination Gravity Models and the trip distribution modeling method of Fratar models, as shown in figure 1, including following step Suddenly:
Step 10) present situation of each cell of collection occurs to attract volume of traffic Oi, Di, present situation OD distribution and relevant rudimentary data, Wherein, the collection of relevant rudimentary data includes:Traffic zone is occurred to attract the volume of traffic to produce including for directly or indirectly impact Cell population, area, Land_use change, the collection of position related data.
Step 20) demarcate without constraint Gravity Models, comprising step 201) to step 204):
Step 201) determine without constraint Gravity Models form:Wherein, i=1,2 ... n, j=1,2 ... n, N represents cell number, qijRepresent the volume of traffic between cell i, j, cijRepresent the impedance between cell i, j, OiRepresent cell i Trip generating capacity, DjThe trip attraction amount of cell j, α is represented, beta, gamma is without constraint Gravity Models parameter to be calibrated.
Step 202) rightBoth sides are taken the logarithm, and obtain ln (qij)=ln alpha+beta ln (OiDj)-γln(cij)
Step 203) make Y=ln (qij), a0=ln α, a1=β, a2=-γ, X1=ln (OiDj), X2=ln (cij), then Y= a0+a1X1+a2X2, wherein a0, a1, a2For coefficient to be calibrated, X1, X2, Y is the vector comprising sample data set.
Step 204) occur to attract the volume of traffic and the distribution of present situation OD to determine sample data set X by each cell present situation1, X2, Y, Sample data is demarcated using least square method, determined without constraint Gravity Models parameter.
Step 30) by present situation occur attract the volume of traffic based on predict each cell non-coming year generation attract the volume of traffic, i-th The generation of individual cell attracts the volume of traffic to be designated as P respectivelyi、Ai.Wherein, the generation in the cell non-coming year attracts Traffic volume forecasting method bag Include original unit's method, growth rate method, cross classification, function method etc..
Step 40) applying step 20) in both demarcated without constraint Gravity Models, substituting into non-coming year occurs to attract the volume of traffic Pi、Ai, it is calculated non-coming year OD distributions.
Step 50):Using step 40) in the OD distributions that obtain without constraint Gravity Models of application as initial OD, application Fratar models are once restrained obtains new non-coming year prediction OD distributions, comprising step 501) to step 503):
Step 501):OD distributions q between cell i, j is obtained according to solving without constraint Gravity Modelsij, collected respectively according to OD tables Cell occurs to attract the volume of traffic:
Step 502):Calculate Fratar Parameters in Mathematical Model:
Step 503):Solve new non-coming year OD forecast of distribution
Step 60):Convergence judges:According to step 50) in Fratar model one cycles obtain OD distribution qij 1, converge The new non-coming year prediction of each cell must be arrived to occur to attract volume of traffic conduct
If there is to attract volume of traffic error within tolerance interval, i.e., in each cell:
Proceed to step 70), otherwise make Go to step 40).
Step 70) predicting the outcome meets the condition of convergence, end loop, and OD distributions now are each minizone OD of the non-coming year Forecast of distribution result.
The present invention provides a kind of trip distribution modeling method of combination Gravity Models and Fratar models, and the Forecasting Methodology can Comprehensive gravity model method and the advantage of Fratar models, had both considered the impact of road network change and Land_use change to trip distribution, Present situation trip distribution actual conditions are fully combined again, while solving, Fratar method growth pattern is single, gravity model method phase Close influence factor and obtain accuracy problem, reasonable prediction is carried out to the traffic distribution in the non-coming year.
The actual conditions that the present invention is likely to occur during having taken into full account trip distribution modeling, by gravity model method with Fratar growth rate methods combine, and at utmost can reasonably predicted not on the premise of acquisition information using present situation trip distribution Coming year trip distribution.The method of the present invention carries out initialization prediction initially with Gravity Models to the distribution of following year traffic, passes through Fratar models are gradually restrained to initial predicted result, circulate above-mentioned two step until meeting the final condition of convergence.The present invention's Method does not have substantial modifications to the general principle of existing forecast of distribution model, but which combines Gravity Models with Fratar models Advantage, had both taken full advantage of present situation trip distributed intelligence, while can consider that the change of road network and Land_use change are gone on a journey to people again The impact of generation, improves the applicability of the accuracy and forecast model for predicting the outcome.Therefore of the invention practical, can be with Suitable for the traffic distribution of New and old community and Traffic Demand Forecasting, have important practical significance.
A specific embodiment is given below.
By taking the trip forecast of distribution of 3 traffic zones in Jiangsu Province city as an example, illustrate the practicality of the inventive method with Advantage.
Step 10) present situation of each cell of collection occurs to attract the volume of traffic P, A, the distribution of present situation OD and relevant rudimentary data, Count between each cell and Intra-cell present situation running time, prediction future travel time.
1 present situation OD distribution table of table
2 present situation running time of table
The 3 future travel time of table
Step 20) demarcate without constraint Gravity Models:
Step 201) determine without constraint Gravity Models form:
Step 202) rightBoth sides are taken the logarithm, and obtain ln (qij)=ln alpha+beta ln (OiDj)-γln(cij).
Step 203) make Y=ln (qij), a0=ln α, a1=β, a2=-γ, X1=ln (OiDj), X2=ln (cij), then Y= a0+a1X1+a2X2, wherein a0, a1, a2For coefficient to be calibrated, cijTake between cell with Intra-cell running time, X1, X2, Y is bag Vector containing sample data set.
Step 204) occur to attract the volume of traffic and the distribution of present situation OD to determine sample data set X by each cell present situation1, X2, Y, Sample data is demarcated using least square method, determined without constraint Gravity Models parameter.
4 Gravity Models of table demarcates sample data
Solve linear equation in two unknowns parameter a0=-2.084, a1=1.173, a2=-1.455, further solve Gravity Models Parameter alpha=0.124, β=1.173, γ=1.455, that is, the Gravity Models that demarcates is:
Step 30) by present situation occur attract the volume of traffic based on predict each cell non-coming year generation attract the volume of traffic, i-th The generation of individual cell attracts the volume of traffic to be designated as P respectivelyi、Ai.
The 5 non-coming year of table occurs to attract the volume of traffic
Step 40) applying step 20) in both demarcated without constraint Gravity Models, substituting into non-coming year occurs to attract the volume of traffic Pi、Ai, it is calculated non-coming year OD distributions.
6 non-coming year OD distribution tables of table
Step 50):Using step 40) in application without the OD distribution tables that obtain of constraint Gravity Models as initial OD, application Fratar models are once restrained obtains new non-coming year prediction OD distributions, comprising step 501) to step 502):
Step 501):OD distributions q between cell i, j is obtained according to solving without constraint Gravity Modelsij, collected respectively according to OD tables Cell occurs to attract the volume of traffic:
7 Gravity Models of table occurred to attract the volume of traffic with the non-coming year under actual prediction
Step 502):Ask
7 Fratar Parameters in Mathematical Model of table
Step 503):The non-coming year OD forecast of distribution q for looking for noveltyij 1=qij*FOi*FDj*(Lii+Ljj)/2.
8 non-coming year OD distribution tables of table
Step 60):Convergence judges:
According to step 50) in Fratar model one cycles obtain OD distribution qij 1, collect and obtain each cell new future Year prediction occurs to attract volume of traffic conduct
Table 9 predicts that the non-coming year occurs to attract traffic counts
After judging this circulation, each cell occurs to attract the volume of traffic to circulate result ratio with last time Whether satisfaction can connect Receive scope:
Cyclic error is counted table 10 twice
The condition of convergence is unsatisfactory for, and therefore makes Go to step 40).
To step 40) to step 60) carry out 8 times circulation after, obtain:
11 non-coming year OD distribution tables of table
Cyclic error is counted table 12 twice
The condition of convergence meets, i.e.,: Proceed to step 70),.
Step 70) end loop, OD distributions now are non-coming year each minizone OD forecast of distribution final results.
13 non-coming year OD distribution tables of table
The above is only the preferred embodiment of the present invention, it should be pointed out that:Ordinary skill people for the art For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should It is considered as protection scope of the present invention.

Claims (3)

1. a kind of trip distribution modeling method of combination Gravity Models and Fratar models, it is characterised in that comprise the following steps:
Step 10) present situation of each cell of collection occurs to attract the volume of traffic, the distribution of present situation OD and relevant rudimentary data, wherein, institute There is the trip generating capacity O for attracting the volume of traffic to include cell i in the present situation for stating each celliTrip attraction amount D with cell jj, i=1, 2...n, j=1,2...n, n represent cell number;
Step 20) demarcate without constraint Gravity Models, comprising step 201) to step 204):
Step 201) determine without constraint Gravity Models form:qijRepresent the volume of traffic between cell i, j, cij The impedance between cell i, j, α is represented, beta, gamma is without constraint Gravity Models parameter to be calibrated;
Step 202) rightBoth sides are taken the logarithm, and obtain ln (qij)=ln alpha+beta ln (OiDj)-γln(cij);
Step 203) make Y=ln (qij), a0=ln α, a1=β, a2=-γ, X1=ln (OiDj), X2=ln (cij), then Y=a0+ a1X1+a2X2, wherein a0, a1, a2For coefficient to be calibrated, X1, X2, Y is the vector comprising sample data set;
Step 204) occur to attract the volume of traffic and the distribution of present situation OD to determine sample data set X by each cell present situation1, X2, Y, employing Least square method is demarcated to sample data, is determined without constraint Gravity Models parameter;
Step 30) predict that the generation in each cell non-coming year attracts the volume of traffic based on the present situation generation attraction volume of traffic, described each The generation in the cell non-coming year attracts the volume of traffic to include the trip generating capacity P in i-th cell non-coming yeariWith i-th cell non-coming year Trip attraction amount Ai
Step 40) by step 30) obtain the generation in each cell non-coming year and attract the volume of traffic to substitute into step 20) and in both demarcated without about Beam Gravity Models, is calculated non-coming year OD distributions qij
Step 50):With step 40) in application without constraint Gravity Models obtain OD distribution qijUsed as initial OD, operation is once Fratar models obtain new non-coming year prediction OD distribution qij 1, comprising step 501) and to step 503);
Step 501):OD distributions q between cell i, j is obtained according to solving without constraint Gravity Modelsij, collect and obtain each cell generation Attract the volume of traffic:
Step 502):Calculate Fratar model coefficient correlations Wherein, FOiWhen representing application Fratar models there is convergence coefficient, F in the trip of i-th cellDjRepresent the trip of j-th cell Attract convergence coefficient, LijRepresent that the trip of i-th cell occurs regulation coefficient, LjiRepresent the trip attraction adjustment of j-th cell Coefficient;
Step 503):Solve new non-coming year OD forecast of distribution qij 1=qij*FOi*FDj*(Lii+Ljj)/2;
Step 60):Convergence judges:According to step 50) in Fratar model one cycles obtain OD distribution qij 1, collect Occur to attract volume of traffic conduct to the new non-coming year prediction of each cell
P i 1 = Σ j = 1 n q i j 1 , A i 1 = Σ i = 1 n q i j 1
If there is to attract volume of traffic error within tolerance interval, i.e., in each cell:
&Sigma; i = 1 n &lsqb; I F ( 0.99 < P i P i 1 < 1.01 ) &rsqb; + &Sigma; i = 1 n &lsqb; I F ( 0.99 < A i A i 1 < 1.01 ) &rsqb; = = 2 n
Proceed to step 70), otherwise makeGo to step 40);
Step 70) predicting the outcome meets the condition of convergence, end loop, and OD distributions now are each minizone OD distributions of the non-coming year Predict the outcome.
2. the trip distribution modeling method of combination Gravity Models according to claim 1 and Fratar models, its feature exist In:The step 10) in relevant rudimentary data include cell population, area, Land_use change, locational factor data.
3. the trip distribution modeling method of combination Gravity Models according to claim 1 and Fratar models, its feature exist In:The step 30) in by present situation occur to attract the volume of traffic based on predict that the generation in each cell non-coming year attracts the volume of traffic Method includes original unit's method, growth rate method, cross classification, function method.
CN201611087603.5A 2016-11-30 2016-11-30 A kind of trip distribution modeling method of combination Gravity Models and Fratar models Active CN106504535B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611087603.5A CN106504535B (en) 2016-11-30 2016-11-30 A kind of trip distribution modeling method of combination Gravity Models and Fratar models

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611087603.5A CN106504535B (en) 2016-11-30 2016-11-30 A kind of trip distribution modeling method of combination Gravity Models and Fratar models

Publications (2)

Publication Number Publication Date
CN106504535A true CN106504535A (en) 2017-03-15
CN106504535B CN106504535B (en) 2018-10-12

Family

ID=58329476

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611087603.5A Active CN106504535B (en) 2016-11-30 2016-11-30 A kind of trip distribution modeling method of combination Gravity Models and Fratar models

Country Status (1)

Country Link
CN (1) CN106504535B (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107294794A (en) * 2017-07-31 2017-10-24 国网辽宁省电力有限公司 A kind of large-scale ip communication service matrix estimation method and system
CN108269399A (en) * 2018-01-24 2018-07-10 哈尔滨工业大学 A kind of high ferro passenger forecast method based on the anti-push technologies of network of highways passenger flow OD
CN108615360A (en) * 2018-05-08 2018-10-02 东南大学 Transport need based on neural network Evolution Forecast method day by day
CN109035112A (en) * 2018-08-02 2018-12-18 东南大学 Method and system are determined based on the urban construction and renewal model of multisource data fusion
CN112613662A (en) * 2020-12-23 2021-04-06 北京恒达时讯科技股份有限公司 Highway traffic volume analysis method and device, electronic equipment and storage medium
CN114639239A (en) * 2022-02-24 2022-06-17 东南大学 Improved gravity model traffic distribution prediction method
CN114694378A (en) * 2022-03-21 2022-07-01 东南大学 Two-stage traffic distribution prediction method
CN115099542A (en) * 2022-08-26 2022-09-23 深圳市城市交通规划设计研究中心股份有限公司 Cross-city commuting trip generation and distribution prediction method, electronic device and storage medium
CN115100849A (en) * 2022-05-24 2022-09-23 东南大学 Combined traffic distribution analysis method for comprehensive traffic system

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101261768A (en) * 2007-03-23 2008-09-10 天津市国腾公路咨询监理有限公司 Traffic survey data collection and analysis application system for road network and its working method
CN101436345A (en) * 2008-12-19 2009-05-20 天津市市政工程设计研究院 System for forecasting harbor district road traffic requirement based on TransCAD macroscopic artificial platform
CN102024206A (en) * 2010-12-20 2011-04-20 江苏省交通科学研究院股份有限公司 Method for predicting suburban rail transit passenger flow
CN102609781A (en) * 2011-12-15 2012-07-25 东南大学 Road traffic predication system and method based on OD (Origin Destination) updating
US20130033385A1 (en) * 2002-03-05 2013-02-07 Andre Gueziec Generating visual information associated with traffic
CN104183119A (en) * 2014-08-19 2014-12-03 中山大学 Real-time traffic flow distribution prediction system based on road section OD backstepping
CN104899443A (en) * 2015-06-05 2015-09-09 陆化普 Method and system for evaluating current travel demand and predicting travel demand in future
US9171461B1 (en) * 2013-03-07 2015-10-27 Steve Dabell Method and apparatus for providing estimated patrol properties and historic patrol records

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130033385A1 (en) * 2002-03-05 2013-02-07 Andre Gueziec Generating visual information associated with traffic
CN101261768A (en) * 2007-03-23 2008-09-10 天津市国腾公路咨询监理有限公司 Traffic survey data collection and analysis application system for road network and its working method
CN101436345A (en) * 2008-12-19 2009-05-20 天津市市政工程设计研究院 System for forecasting harbor district road traffic requirement based on TransCAD macroscopic artificial platform
CN102024206A (en) * 2010-12-20 2011-04-20 江苏省交通科学研究院股份有限公司 Method for predicting suburban rail transit passenger flow
CN102609781A (en) * 2011-12-15 2012-07-25 东南大学 Road traffic predication system and method based on OD (Origin Destination) updating
US9171461B1 (en) * 2013-03-07 2015-10-27 Steve Dabell Method and apparatus for providing estimated patrol properties and historic patrol records
CN104183119A (en) * 2014-08-19 2014-12-03 中山大学 Real-time traffic flow distribution prediction system based on road section OD backstepping
CN104899443A (en) * 2015-06-05 2015-09-09 陆化普 Method and system for evaluating current travel demand and predicting travel demand in future

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
RAKHMAT CEHA: "Prediction of future origin-destination matrix of air passengers by fratar and gravity models", 《COMPUTERS&INDUSTRIAL ENGINEERING》 *
廖朝华: ""公路交通量预测研究"", 《中国优秀博硕士学位论文全文数据库 (硕士) 工程科技Ⅱ辑》 *
徐锦强 等: ""基于Fratar 模型的交通分布预测***设计"", 《山东交通学院学报》 *
王炜: ""O-D矩阵的分类与推算"", 《中国公路学报》 *

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107294794A (en) * 2017-07-31 2017-10-24 国网辽宁省电力有限公司 A kind of large-scale ip communication service matrix estimation method and system
CN108269399A (en) * 2018-01-24 2018-07-10 哈尔滨工业大学 A kind of high ferro passenger forecast method based on the anti-push technologies of network of highways passenger flow OD
CN108615360A (en) * 2018-05-08 2018-10-02 东南大学 Transport need based on neural network Evolution Forecast method day by day
CN108615360B (en) * 2018-05-08 2022-02-11 东南大学 Traffic demand day-to-day evolution prediction method based on neural network
CN109035112A (en) * 2018-08-02 2018-12-18 东南大学 Method and system are determined based on the urban construction and renewal model of multisource data fusion
CN112613662B (en) * 2020-12-23 2023-11-17 北京恒达时讯科技股份有限公司 Highway traffic analysis method, device, electronic equipment and storage medium
CN112613662A (en) * 2020-12-23 2021-04-06 北京恒达时讯科技股份有限公司 Highway traffic volume analysis method and device, electronic equipment and storage medium
CN114639239A (en) * 2022-02-24 2022-06-17 东南大学 Improved gravity model traffic distribution prediction method
CN114694378B (en) * 2022-03-21 2023-02-14 东南大学 Two-stage traffic distribution prediction method
CN114694378A (en) * 2022-03-21 2022-07-01 东南大学 Two-stage traffic distribution prediction method
CN115100849A (en) * 2022-05-24 2022-09-23 东南大学 Combined traffic distribution analysis method for comprehensive traffic system
CN115100849B (en) * 2022-05-24 2023-04-18 东南大学 Combined traffic distribution analysis method for comprehensive traffic system
CN115099542A (en) * 2022-08-26 2022-09-23 深圳市城市交通规划设计研究中心股份有限公司 Cross-city commuting trip generation and distribution prediction method, electronic device and storage medium
CN115099542B (en) * 2022-08-26 2023-02-03 深圳市城市交通规划设计研究中心股份有限公司 Cross-city commuting trip generation and distribution prediction method, electronic device and storage medium

Also Published As

Publication number Publication date
CN106504535B (en) 2018-10-12

Similar Documents

Publication Publication Date Title
CN106504535A (en) A kind of combination Gravity Models and the trip distribution modeling method of Fratar models
CN106781489B (en) A kind of road network trend prediction method based on recurrent neural network
CN104217250B (en) A kind of urban rail transit new line based on historical data opens passenger flow forecasting
Hung et al. An artificial neural network model for rainfall forecasting in Bangkok, Thailand
CN110176141B (en) Traffic cell division method and system based on POI and traffic characteristics
CN103632212B (en) System and method for predicating time-varying user dynamic equilibrium network-evolved passenger flow
CN104183119B (en) Based on the anti-arithmetic for real-time traffic flow distribution forecasting method pushed away of section OD
CN102750411B (en) Urban dynamic micro-simulation method based on multi-agent discrete choice model
CN113723659B (en) Urban rail transit full-scene passenger flow prediction method and system
CN103699775B (en) Urban road traffic guidance strategy automatic generation method and system
CN109785618A (en) Short-term traffic flow prediction method based on combinational logic
CN108597227A (en) Road traffic flow forecasting method under freeway toll station
CN105513337A (en) Passenger flow volume prediction method and device
CN103049829B (en) Integrated fusion method of urban and rural passenger line network and hub station
CN109191845A (en) A kind of public transit vehicle arrival time prediction technique
CN108537691A (en) A kind of region visit intelligent management system and method
CN107978148A (en) A kind of traffic status prediction method based on multi-source traffic data dynamic reliability
CN108921425A (en) A kind of method, system and the server of asset item classifcation of investment
CN108615360A (en) Transport need based on neural network Evolution Forecast method day by day
CN108830414A (en) A kind of load forecasting method of electric car commercialization charging zone
CN106781508B (en) Short-time Traffic Flow Forecasting Methods based on multiple phase space under a kind of Spark environment
Tan et al. Statistical analysis and prediction of regional bus passenger flows
Mahfooz et al. SDG-11.6. 2 Indicator and Predictions of PM2. 5 using LSTM Neural Network
Guo et al. Research on short-term traffic demand of taxi in large cities based on BP neural network algorithm
Qin et al. Short‐Term Traffic Flow Prediction and Signal Timing Optimization Based on Deep Learning

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant