CN109785629A - A kind of short-term traffic flow forecast method - Google Patents

A kind of short-term traffic flow forecast method Download PDF

Info

Publication number
CN109785629A
CN109785629A CN201910153156.6A CN201910153156A CN109785629A CN 109785629 A CN109785629 A CN 109785629A CN 201910153156 A CN201910153156 A CN 201910153156A CN 109785629 A CN109785629 A CN 109785629A
Authority
CN
China
Prior art keywords
data
network
seq2seq
model
prediction model
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
CN201910153156.6A
Other languages
Chinese (zh)
Inventor
金尚泰
董煦宸
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.)
Beijing Jiaotong University
Original Assignee
Beijing Jiaotong 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 Beijing Jiaotong University filed Critical Beijing Jiaotong University
Priority to CN201910153156.6A priority Critical patent/CN109785629A/en
Publication of CN109785629A publication Critical patent/CN109785629A/en
Pending legal-status Critical Current

Links

Landscapes

  • Traffic Control Systems (AREA)

Abstract

The embodiment of the invention provides a kind of short-term traffic flow forecast method, method includes: the historical data acquired according to path sensor in road network and road network topology structured data, and building is used for the data set of prediction model;The data set is normalized, and checks the missing values in the data set in measurement data;Using fully-connected network and seq2seq network struction neural network as short-term traffic flow forecast model, and prediction model is trained using the data set after normalized, chooses the smallest model of error neural network prediction model the most final;Using the final neural network prediction model, the real-time traffic data of multiple path sensors acquisition are handled, predicted flow rate data are obtained.The invention discloses a kind of short-term traffic flow forecast methods for having merged fully-connected network and seq2seq network in deep learning, improve precision of prediction, provide a kind of new thinking for Forecast of Urban Traffic Flow forecasting problem.

Description

A kind of short-term traffic flow forecast method
Technical field
The present invention relates to technical field of transportation more particularly to a kind of short-term traffic flow forecast methods.
Background technique
In recent years, as society develops rapidly, urbanization process continues to promote, and population is resided in city and car ownership flies Speed increases.This brings great challenge to urban transportation infrastructure, and out-of-date traffic programme is difficult the friendship for adapting to be skyrocketed through Logical demand, causes urban transport problems to become increasingly complex.That is, in order to improve traffic circulation efficiency, only by increase Road quantity and infrastructure be it is far from being enough, will also by improve traffic control system operational efficiency, to give full play to The function of existing road.
Therefore intelligent transportation system is come into being, and it is desirable to efficiently solve above-mentioned problem by intelligent transportation system. System for traffic guiding and traffic control system are the important components in intelligent transportation system, and reasonable traffic state judging And accurately traffic flow forecasting can be improved the accuracy of traffic guidance and the validity of traffic control, in intelligent transportation system In have critical role, be the key that complete induction and control and guarantee.
Defect in the prior art are as follows: 1) existing method mostly only focus on single detector collected traffic information, and It has ignored the topological structure of road network, has ignored between adjacent detector and correlation in this way, and model can not be verified true Physical circuit online operational efficiency and accuracy;2) existing method does not mostly account for the variation tendency of flow, without benefit With the correlation of surrounding time point in time series data, so that the case where model is easily trapped into over-fitting, model generalization ability It is bad;3) existing method is not high to the utilization rate of initial data, needs a large amount of data to reach perfect precision, improves pair The requirement of equipment.
Summary of the invention
The embodiment provides a kind of short-term traffic flow forecast methods, to overcome the deficiencies of existing technologies.
To achieve the goals above, this invention takes following technical solutions.
A kind of short-term traffic flow forecast method, which comprises
The historical data and road network topology structured data acquired according to path sensor in road network, building are used for prediction model Data set;
The data set is normalized, and checks the missing values in the data set in measurement data;
Using fully-connected network and seq2seq network struction neural network as short-term traffic flow forecast model, and benefit Prediction model is trained with the data set after normalized, chooses the smallest model of error neural network the most final Prediction model;
Using the final neural network prediction model, the real-time traffic data of multiple path sensors acquisition are carried out Processing, obtains predicted flow rate data.
Preferably, the history data set of the path sensor acquisition includes time data and traffic data, historical data Collect XglobalWhether middle time data include: sampling instant time t and are festivals or holidays tholidays;Traffic data includes: current detection Section detector number εc, current detection section number of track-lines εl, through street number k, current detection section where current detector Magnitude of traffic flow V in unit periodcur(t) (veh/h), average speed v in current detection section unit periodcur(t) (km/h), when The cart quantity c passed through in preceding detection section unit periodcur(t) (veh), averagely occupy in current detection section unit period Rate ocur(t) (%);
The road network topology structured data includes: magnitude of traffic flow V in the connected detection section unit period in upstreampre(t) (veh), upstream, which is connected, detects average speed v in section unit periodpre(t) (km/h), upstream, which are connected, detects section unit period The cart quantity c inside passed throughpre(t) (veh), upstream, which are connected, detects average occupancy o in section unit periodpre(t) (%).
Preferably, the method further include:
The sampling time interval of the history data set is extended for 15min, changes in flow rate sums up, average speed Degree and occupation rate take mean value, and the data obtained is divided by through street number k, as trend data collectionWherein i ∈k;
Convert trend data collection to the format for meeting seq2seq network inputs.
Preferably, the sampling time interval of the history data set is 5min.
Preferably, described to convert trend data collection to the format for meeting seq2seq network inputs, i.e., every 5 samplings when It carves acquisition data and merges into an input sample, the label of each sample is the true magnitude of traffic flow of rear 5 sampling instants.
Preferably, the data set is normalized, and checks the missing values in the measurement data, comprising:
Each field x that data are concentratediIt is normalized, has respectivelyWherein xi′It is each Result after field normalization;
It checks the missing values and exceptional value in each field, periphery section sensor number is used to the missing values of measurement data According to average value be filled, for be in measurement data 0 exceptional value using the front and back occurred extremely before and after same detector Moment measurement mean value is replaced.
Preferably, described pre- as Short-Term Traffic Flow using fully-connected network and seq2seq network struction neural network Model is surveyed, and prediction model is trained using the data set after normalized, chooses the smallest model of error as most Whole neural network prediction model, comprising:
Prediction model is constructed, the prediction model includes the full articulamentum that 4 layers of activation primitive are ReLU, k 5 layers The full articulamentum of seq2seq network and 1 layer line;
Use the trend data collection for meeting seq2seq network inputs formatK seq2seq net is respectively trained Network;
The objective function of seq2seq network is mean square error function MSE, the calculation of MSE error are as follows:
Wherein, y is real traffic,For predicted flow rate, n is total number of samples;
The encoder section for the seq2seq model that caching training is completed;
By the history data set XglobalInput full articulamentum, while by corresponding trend data collectionIn Data input trained seq2seq model, and the output of full articulamentum and the input of seq2seq models encoder part are closed And;
By the full articulamentum of Data In-Line after merging, and using MSE as the objective function of entire prediction model, training The parameter of full articulamentum and linear full linking layer, training are completed to obtain final neural network prediction model.
Preferably, using the final neural network prediction model, to the real-time traffic of multiple path sensors acquisition Data are handled, and predicted flow rate data are obtained, comprising:
For the data on flows acquired in real time, building meets the data of seq2seq structure input;
Initial data and building meet seq2seq structure input the data on flows acquired in real time input simultaneously described in short-term Magnitude of traffic flow neural network prediction model obtains final prediction result.
As can be seen from the technical scheme provided by the above-mentioned embodiment of the present invention, the embodiment of the present invention is directed to traffic flow quantitative change Change has the characteristics that non-linear and periodic, proposes and a kind of has merged (sampling in short-term for fully-connected network and seq2seq network Be spaced in half an hour or less) magnitude of traffic flow neural network prediction model, merge deep learning in fully-connected network to global feature Extractability guaranteeing the case where information content is not lost with seq2seq network to the learning ability of time series variation trend Under, so that the more periodic features of model learning, improve precision of prediction, provided for Forecast of Urban Traffic Flow forecasting problem a kind of new Thinking.
The additional aspect of the present invention and advantage will be set forth in part in the description, these will become from the following description Obviously, or practice through the invention is recognized.
Detailed description of the invention
In order to illustrate the technical solution of the embodiments of the present invention more clearly, required use in being described below to embodiment Attached drawing be briefly described, it should be apparent that, drawings in the following description are only some embodiments of the invention, for this For the those of ordinary skill of field, without creative efforts, it can also be obtained according to these attached drawings others Attached drawing.
Fig. 1 is a kind of flow chart of short-term traffic flow forecast method provided in an embodiment of the present invention;
Fig. 2 is the short-term traffic flow forecast of fusion fully-connected network and seq2seq2 network provided in an embodiment of the present invention Flow chart;
Fig. 3 is seq2seq schematic network structure provided in an embodiment of the present invention;
Fig. 4 is short-term traffic flow forecast schematic network structure provided in an embodiment of the present invention.
Specific embodiment
Embodiments of the present invention are described below in detail, the example of the embodiment is shown in the accompanying drawings, wherein from beginning Same or similar element or element with the same or similar functions are indicated to same or similar label eventually.Below by ginseng The embodiment for examining attached drawing description is exemplary, and for explaining only the invention, and is not construed as limiting the claims.
Those skilled in the art of the present technique are appreciated that unless expressly stated, singular " one " used herein, " one It is a ", " described " and "the" may also comprise plural form.It is to be further understood that being arranged used in specification of the invention Diction " comprising " refer to that there are the feature, integer, step, operation, element and/or component, but it is not excluded that in the presence of or addition Other one or more features, integer, step, operation, element, component and/or their group.It should be understood that when we claim member Part is " connected " or when " coupled " to another element, it can be directly connected or coupled to other elements, or there may also be Intermediary element.In addition, " connection " used herein or " coupling " may include being wirelessly connected or coupling.Wording used herein "and/or" includes one or more associated any cells for listing item and all combinations.
Those skilled in the art of the present technique are appreciated that unless otherwise defined, all terms used herein (including technology art Language and scientific term) there is meaning identical with the general understanding of those of ordinary skill in fields of the present invention.Should also Understand, those terms such as defined in the general dictionary, which should be understood that, to be had and the meaning in the context of the prior art The consistent meaning of justice, and unless defined as here, it will not be explained in an idealized or overly formal meaning.
In order to facilitate understanding of embodiments of the present invention, it is done by taking several specific embodiments as an example below in conjunction with attached drawing further Explanation, and each embodiment does not constitute the restriction to the embodiment of the present invention.
The embodiment of the invention provides a kind of process flow of short-term traffic flow forecast method as shown in Figure 1, including such as Lower processing step:
The historical data and road network topology structured data acquired according to path sensor in road network, building are used for prediction model Data set;
Data set is normalized, and checks the missing values in data set in measurement data;
Using fully-connected network and seq2seq network struction neural network as short-term traffic flow forecast model, and benefit Prediction model is trained with the data set after normalized, chooses the smallest model of error neural network the most final Prediction model;
Using final neural network prediction model, at the real-time traffic data of multiple path sensors acquisition Reason, obtains predicted flow rate data.
As shown in Fig. 2, the Short-Term Traffic Flow of fusion fully-connected network and seq2seq network provided in an embodiment of the present invention The algorithm flow chart of prediction technique, forecasting system include the predicted portions of the training part and real time traffic data of model.? In training part, trend data collection is constructed by historical traffic data first and preliminary treatment is carried out to data, is adopted by increasing The variation tendency of the mode retention time sequence of sample time, and data are simply divided by through street number, it mentions The accuracy of high single model;Secondly, seq2seq net corresponding with through street number is respectively trained in usage trend data set Network, and retain the encoder section of network;Next, historical traffic data collection is aligned with trend data collection, i.e., each history Traffic data sample corresponds to trend data and concentrates last timing node, the two data sets are separately input to fully-connected network In trained seq2seq network, it is input in the full articulamentum that activation primitive is linear function after obtained result combination The parameter of all fully-connected networks of training, reaches satisfied precision.In prediction module, using above-mentioned training pattern to reality When traffic flow data handled, and predict the magnitude of traffic flow of future time point.
Specifically includes the following steps:
(1) historical data and road network topology structure feature acquired according to path sensor in road network is constructed for predicting The data set of model;
Path sensor acquisition history data set includes time data and traffic data, wherein history data set XglobalIn Whether time data include: sampling instant time t and are festivals or holidays tholidays;Traffic data includes: the detection of current detection section Device number εc;The number of track-lines ε of current detection sectionl;Through street number k where current detector;Current detection section unit period Interior magnitude of traffic flow Vcur(t)(veh/h);Average speed v in current detection section unit periodcur(t)(km/h);Current detection is disconnected The cart quantity c passed through in the unit period of facecur(t) average occupancy o in (veh) and current detection section unit periodcur(t) (%);Wherein the sampling time interval of history data set is 5min;
Road network topology structured data includes: magnitude of traffic flow V in the connected detection section unit period in upstreampre(t)(veh);On Trip, which is connected, detects average speed v in section unit periodpre(t)(km/h);Pass through in the connected detection section unit period in upstream Cart quantity cpre(t)(veh);Upstream, which is connected, detects average occupancy o in section unit periodpre(t) (%);
The above topology information can concentrate retrieval to obtain in historical data.
In order to obtain the Long-term change trend information of the magnitude of traffic flow, the sampling time interval of history data set is extended for 15min, Changes in flow rate sums up, and average speed and occupation rate take mean value;And divide data by through street number k, make For trend data collectionWherein i ∈ k.
Convert trend data collection to the format for meeting seq2seq network inputs, i.e., every 5 sampling instants obtain data and close And be an input sample, the label of each sample is the true magnitude of traffic flow of rear 5 sampling instants.
Trend data collection format is as shown in table 1:
1 trend data collection format of table
Label corresponding with trend data collection is as shown in table 2:
2 trend data collection label of table
In table 1, table 2, T1 to T9 sample time order is incremented by, and the sampling interval is 15min.
(2) data set is normalized, and checks the missing values in data;
Each field x that data are concentratedi(such as flow, average speed) is normalized respectively, hasWherein xi′For the result after the normalization of each field;
It checks the missing values and exceptional value in each field, periphery section sensor number is used to the missing values of measurement data According to average value be filled, for be in measurement data 0 exceptional value using the front and back occurred extremely before and after same detector Moment measurement mean value is replaced.
(3) using fully-connected network and seq2seq network struction neural network as short-term traffic flow forecast model, and Prediction model is trained using the data obtained in step (2), chooses the smallest model of error prediction mould the most final Type, specifically includes the following steps:
Prediction model is constructed, which includes the full articulamentum that 4 layers of activation primitive are ReLU (line rectification function), k a 5 The seq2seq network of layer and the full articulamentum of 1 layer line;
Using being converted into the trend data collection for meeting the format of seq2seq network inputsI ∈ k is respectively trained k Seq2seq network;
The objective function of seq2seq network is mean square error function MSE:
Wherein, y is real traffic,For predicted flow rate, n is total number of samples;
The encoder section for the seq2seq model that caching training is completed;
Fig. 3 is complete seq2seq schematic network structure, uses input LSTM cell number for 5, after the completion of trained Save encoder section parameter.
Fig. 4 is short-term traffic flow forecast network structure schematic diagram, as shown in figure 4,
By history data set XglobalInput full articulamentum, while by corresponding trend data collectionIn data Seq2seq model is inputted, and full articulamentum is exported and is merged with the input of seq2seq models encoder part;
By the full articulamentum of Data In-Line after merging, and using MSE as the objective function of entire prediction model, training The parameter of full articulamentum and linear full linking layer.
(4) using the neural network model trained, at the real-time traffic data of multiple path sensors acquisition Reason, obtains predicted flow rate data, i.e., for the data acquired in real time, building meets the data of seq2seq structure input, will be original Data and prediction model obtained by building the data obtained simultaneously input step (2), obtain final prediction result.
Those skilled in the art will be understood that above-mentioned lifted sampling time interval and input LSTM cell number is only The technical solution of the embodiment of the present invention is better described, rather than to the restriction that the embodiment of the present invention is made.It is any real according to user Border situation adjustment time interval and input LSTM cell number, are all contained in the range of the embodiment of the present invention.
In conclusion the embodiment of the present invention passes through first in conjunction with path sensor acquisition Information Center road network topology structure building Short-term traffic flow forecast model history data set;Secondly trend data collection is constructed according to history data set, wherein trend data Collection meets the input format of seq2seq network;Following usage trend data set is trained seq2seq network and retains net Historical traffic data collection is finally aligned by the encoder section of network with trend data collection, what training was connected with seq2seq encoder Fully-connected network.The short of fully-connected network and seq2seq network in deep learning has been merged the embodiment of the invention discloses a kind of When traffic flow forecasting method, merge in deep learning that fully-connected network is to the extractability of global feature, with seq2seq network To the learning ability of time series variation trend, in the case where guarantor's global characteristics are not lost, so that multiple more targeted The more periodic features of seq2seq e-learning improve precision of prediction, provide for Forecast of Urban Traffic Flow forecasting problem a kind of new Thinking.
Those of ordinary skill in the art will appreciate that: attached drawing is the schematic diagram of one embodiment, module in attached drawing or Process is not necessarily implemented necessary to the present invention.
All the embodiments in this specification are described in a progressive manner, same and similar portion between each embodiment Dividing may refer to each other, and each embodiment focuses on the differences from other embodiments.Especially for device or For system embodiment, since it is substantially similar to the method embodiment, so describing fairly simple, related place is referring to method The part of embodiment illustrates.Apparatus and system embodiment described above is only schematical, wherein the conduct The unit of separate part description may or may not be physically separated, component shown as a unit can be or Person may not be physical unit, it can and it is in one place, or may be distributed over multiple network units.It can root According to actual need that some or all of the modules therein is selected to achieve the purpose of the solution of this embodiment.Ordinary skill Personnel can understand and implement without creative efforts.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto, In the technical scope disclosed by the present invention, any changes or substitutions that can be easily thought of by anyone skilled in the art, It should be covered by the protection scope of the present invention.Therefore, protection scope of the present invention should be with scope of protection of the claims Subject to.

Claims (8)

1. a kind of short-term traffic flow forecast method, which is characterized in that the described method includes:
The historical data and road network topology structured data acquired according to path sensor in road network, building are used for the number of prediction model According to collection;
The data set is normalized, and checks the missing values in the data set in measurement data;
Using fully-connected network and seq2seq network struction neural network as short-term traffic flow forecast model, and utilizes and return One changes that treated that data set is trained prediction model, chooses the smallest model of error neural network prediction the most final Model;
Using the final neural network prediction model, at the real-time traffic data of multiple path sensors acquisition Reason, obtains predicted flow rate data.
2. prediction technique according to claim 1, which is characterized in that the history data set packet of the path sensor acquisition Include time data and traffic data, history data set XglobalWhether middle time data include: sampling instant time t and are that section is false Day tholidays;Traffic data includes: current detection section detector number εc, current detection section number of track-lines εl, current inspection Magnitude of traffic flow V in survey device place through street number k, current detection section unit periodcur(t) (veh/h), current detection section Average speed v in unit periodcur(t) (km/h), the cart quantity c passed through in current detection section unit periodcur(t) (veh), average occupancy o in current detection section unit periodcur(t) (%);
The road network topology structured data includes: magnitude of traffic flow V in the connected detection section unit period in upstreampre(t) (veh), on Trip, which is connected, detects average speed v in section unit periodpre(t) (km/h), upstream are connected in detection section unit period and pass through Cart quantity cpre(t) (veh), upstream, which are connected, detects average occupancy o in section unit periodpre(t) (%).
3. prediction technique according to claim 2, which is characterized in that the method further include:
The sampling time interval of the history data set is extended for 15min, changes in flow rate sums up, average speed and Occupation rate takes mean value, and the data obtained is divided by through street number k, as trend data collectionWherein i ∈ k;
Convert trend data collection to the format for meeting seq2seq network inputs.
4. prediction technique according to claim 2, which is characterized in that the sampling time interval of the history data set is 5min。
5. prediction technique according to claim 3, which is characterized in that described convert trend data collection to meets The format of seq2seq network inputs, i.e., every 5 sampling instants obtain data and merge into an input sample, the mark of each sample Label are the true magnitude of traffic flow of rear 5 sampling instants.
6. prediction technique according to claim 1, which is characterized in that be normalized, and examine to the data set Look into the missing values in the measurement data, comprising:
Each field x that data are concentratediIt is normalized, has respectivelyWherein xi' it is each field Result after normalization;
It checks the missing values and exceptional value in each field, periphery section sensing data is used to the missing values of measurement data Average value is filled, and the exceptional value in measurement data being 0 uses the front and back moment occurred extremely before and after same detector Measurement mean value is replaced.
7. prediction technique according to claim 1, which is characterized in that described to utilize fully-connected network and seq2seq network Neural network is constructed as short-term traffic flow forecast model, and prediction model is carried out using the data set after normalized Training chooses the smallest model of error as final neural network prediction model, comprising:
Prediction model is constructed, the prediction model includes the full articulamentum that 4 layers of activation primitive are ReLU, k 5 layers of seq2seq The full articulamentum of network and 1 layer line;
Use the trend data collection for meeting seq2seq network inputs formatK seq2seq network is respectively trained;
The objective function of seq2seq network is mean square error function MSE, the calculation of MSE error are as follows:
Wherein, y is real traffic,For predicted flow rate, n is total number of samples;
The encoder section for the seq2seq model that caching training is completed;
By the history data set XglobalInput full articulamentum, while by corresponding trend data collectionIn data Trained seq2seq model is inputted, and full articulamentum is exported and is merged with the input of seq2seq models encoder part;
By the full articulamentum of Data In-Line after merging, and using MSE as the objective function of entire prediction model, training connects entirely The parameter of layer and linear full linking layer is connect, training is completed to obtain final neural network prediction model.
8. prediction technique according to claim 1, which is characterized in that the final neural network prediction model is utilized, The real-time traffic data of multiple path sensors acquisition are handled, predicted flow rate data are obtained, comprising:
For the data on flows acquired in real time, building meets the data of seq2seq structure input;
The data on flows acquired in real time that initial data and building meet the input of seq2seq structure inputs the traffic in short-term simultaneously Flow neural network prediction model obtains final prediction result.
CN201910153156.6A 2019-02-28 2019-02-28 A kind of short-term traffic flow forecast method Pending CN109785629A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910153156.6A CN109785629A (en) 2019-02-28 2019-02-28 A kind of short-term traffic flow forecast method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910153156.6A CN109785629A (en) 2019-02-28 2019-02-28 A kind of short-term traffic flow forecast method

Publications (1)

Publication Number Publication Date
CN109785629A true CN109785629A (en) 2019-05-21

Family

ID=66486044

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910153156.6A Pending CN109785629A (en) 2019-02-28 2019-02-28 A kind of short-term traffic flow forecast method

Country Status (1)

Country Link
CN (1) CN109785629A (en)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110276949A (en) * 2019-06-20 2019-09-24 苏州大学 Forecasting Approach for Short-term Traffic Flow based on machine learning
CN110288205A (en) * 2019-06-04 2019-09-27 北京世纪高通科技有限公司 Traffic impact analysis method and device
CN110428613A (en) * 2019-07-09 2019-11-08 中山大学 A kind of intelligent transportation trend prediction method of machine learning
CN110474815A (en) * 2019-09-23 2019-11-19 北京达佳互联信息技术有限公司 Bandwidth prediction method, apparatus, electronic equipment and storage medium
CN110517485A (en) * 2019-08-09 2019-11-29 大连理工大学 A kind of Short-time Traffic Flow Forecasting Methods based on Time segments division
CN110717627A (en) * 2019-09-29 2020-01-21 浙江大学 Full traffic prediction method based on dual graph framework
CN111292534A (en) * 2020-02-13 2020-06-16 北京工业大学 Traffic state estimation method based on clustering and deep sequence learning
CN111815046A (en) * 2020-07-06 2020-10-23 北京交通大学 Traffic flow prediction method based on deep learning
CN112182961A (en) * 2020-09-23 2021-01-05 中国南方电网有限责任公司超高压输电公司 Large-scale fading modeling prediction method for wireless network channel of converter station
CN112434260A (en) * 2020-10-21 2021-03-02 北京千方科技股份有限公司 Road traffic state detection method and device, storage medium and terminal
CN112489426A (en) * 2020-11-26 2021-03-12 同济大学 Urban traffic flow space-time prediction scheme based on graph convolution neural network
CN112884190A (en) * 2019-11-29 2021-06-01 杭州海康威视数字技术股份有限公司 Flow prediction method and device
CN114373299A (en) * 2021-12-27 2022-04-19 宁波大学 Channel traffic flow prediction method based on AIS data

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106251625A (en) * 2016-08-18 2016-12-21 上海交通大学 Three-dimensional urban road network global state Forecasting Methodology under big data environment
CN107103758A (en) * 2017-06-08 2017-08-29 厦门大学 A kind of city area-traffic method for predicting based on deep learning
CN108986470A (en) * 2018-08-20 2018-12-11 华南理工大学 The Travel Time Estimation Method of particle swarm algorithm optimization LSTM neural network
CN109243172A (en) * 2018-07-25 2019-01-18 华南理工大学 Traffic flow forecasting method based on genetic algorithm optimization LSTM neural network

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106251625A (en) * 2016-08-18 2016-12-21 上海交通大学 Three-dimensional urban road network global state Forecasting Methodology under big data environment
CN107103758A (en) * 2017-06-08 2017-08-29 厦门大学 A kind of city area-traffic method for predicting based on deep learning
CN109243172A (en) * 2018-07-25 2019-01-18 华南理工大学 Traffic flow forecasting method based on genetic algorithm optimization LSTM neural network
CN108986470A (en) * 2018-08-20 2018-12-11 华南理工大学 The Travel Time Estimation Method of particle swarm algorithm optimization LSTM neural network

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
TIAN Y,ET AL: "Predicting Short-Term Traffic Flow by Long Short-Term Memory Recurrent Neural Network", 《IEEE INTERNATIONAL CONFERENCE ON SMART CITY/SOCIALCOM/SUSTAINCOM TOGETHER WITH DATACOM 2015 AND SC2 2015》 *
张文刚: "基于深度学习的交通预测技术及其在通信中的应用研究", 《中国优秀硕士学位论文全文数据库(工程科技Ⅱ辑)》 *

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110288205A (en) * 2019-06-04 2019-09-27 北京世纪高通科技有限公司 Traffic impact analysis method and device
CN110288205B (en) * 2019-06-04 2021-07-27 北京世纪高通科技有限公司 Traffic influence evaluation method and device
CN110276949A (en) * 2019-06-20 2019-09-24 苏州大学 Forecasting Approach for Short-term Traffic Flow based on machine learning
CN110428613A (en) * 2019-07-09 2019-11-08 中山大学 A kind of intelligent transportation trend prediction method of machine learning
CN110517485B (en) * 2019-08-09 2021-05-07 大连理工大学 Short-term traffic flow prediction method based on time interval division
CN110517485A (en) * 2019-08-09 2019-11-29 大连理工大学 A kind of Short-time Traffic Flow Forecasting Methods based on Time segments division
CN110474815A (en) * 2019-09-23 2019-11-19 北京达佳互联信息技术有限公司 Bandwidth prediction method, apparatus, electronic equipment and storage medium
US11374825B2 (en) 2019-09-23 2022-06-28 Beijing Daijia Internet Information Technology Co., Ltd. Method and apparatus for predicting bandwidth
CN110474815B (en) * 2019-09-23 2021-08-13 北京达佳互联信息技术有限公司 Bandwidth prediction method and device, electronic equipment and storage medium
CN110717627A (en) * 2019-09-29 2020-01-21 浙江大学 Full traffic prediction method based on dual graph framework
CN110717627B (en) * 2019-09-29 2022-01-25 浙江大学 Full traffic prediction method based on dual graph framework
CN112884190A (en) * 2019-11-29 2021-06-01 杭州海康威视数字技术股份有限公司 Flow prediction method and device
CN112884190B (en) * 2019-11-29 2023-11-03 杭州海康威视数字技术股份有限公司 Flow prediction method and device
CN111292534A (en) * 2020-02-13 2020-06-16 北京工业大学 Traffic state estimation method based on clustering and deep sequence learning
CN111815046B (en) * 2020-07-06 2024-03-22 北京交通大学 Traffic flow prediction method based on deep learning
CN111815046A (en) * 2020-07-06 2020-10-23 北京交通大学 Traffic flow prediction method based on deep learning
CN112182961B (en) * 2020-09-23 2023-01-31 中国南方电网有限责任公司超高压输电公司 Converter station wireless network channel large-scale fading modeling prediction method
CN112182961A (en) * 2020-09-23 2021-01-05 中国南方电网有限责任公司超高压输电公司 Large-scale fading modeling prediction method for wireless network channel of converter station
CN112434260A (en) * 2020-10-21 2021-03-02 北京千方科技股份有限公司 Road traffic state detection method and device, storage medium and terminal
CN112489426A (en) * 2020-11-26 2021-03-12 同济大学 Urban traffic flow space-time prediction scheme based on graph convolution neural network
CN112489426B (en) * 2020-11-26 2021-11-09 同济大学 Urban traffic flow space-time prediction scheme based on graph convolution neural network
CN114373299A (en) * 2021-12-27 2022-04-19 宁波大学 Channel traffic flow prediction method based on AIS data

Similar Documents

Publication Publication Date Title
CN109785629A (en) A kind of short-term traffic flow forecast method
Yin et al. Deep learning on traffic prediction: Methods, analysis, and future directions
Liu et al. Short‐term traffic speed forecasting based on attention convolutional neural network for arterials
CN106874432B (en) A kind of public transport passenger trip space-time trajectory extracting method
CN109635928A (en) A kind of voltage sag reason recognition methods based on deep learning Model Fusion
CN106650725A (en) Full convolutional neural network-based candidate text box generation and text detection method
CN106650913A (en) Deep convolution neural network-based traffic flow density estimation method
CN109255505A (en) A kind of short-term load forecasting method of multi-model fused neural network
Zhene et al. Deep convolutional mesh RNN for urban traffic passenger flows prediction
CN109118020A (en) A kind of subway station energy consumption short term prediction method and its forecasting system
CN110188936A (en) Short-time Traffic Flow Forecasting Methods based on multifactor spatial choice deep learning algorithm
CN112668375B (en) Tourist distribution analysis system and method in scenic spot
Gu et al. [Retracted] Application of Fuzzy Decision Tree Algorithm Based on Mobile Computing in Sports Fitness Member Management
CN107145991A (en) A kind of time-varying random network dynamic route searching method of consideration section correlation
Deng et al. The pulse of urban transport: Exploring the co-evolving pattern for spatio-temporal forecasting
CN114492978A (en) Time-space sequence prediction method and device based on multi-layer attention mechanism
CN115391553A (en) Method for automatically searching time sequence knowledge graph complement model
CN113064989B (en) Method for extracting perception features of public transport sentiments
CN111985727B (en) Method and system for predicting weather based on loop parting model
CN115565376B (en) Vehicle journey time prediction method and system integrating graph2vec and double-layer LSTM
CN111678531A (en) Subway path planning method based on LightGBM
CN116824851A (en) Path-based urban expressway corridor traffic jam tracing method
Chen et al. Multi-modal neural network for traffic event detection
CN103886169A (en) Link prediction algorithm based on AdaBoost
Miao et al. A queue hybrid neural network with weather weighted factor for traffic flow prediction

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: 20190521

RJ01 Rejection of invention patent application after publication