CN111754019A - Road section feature representation learning algorithm based on space-time diagram information maximization model - Google Patents

Road section feature representation learning algorithm based on space-time diagram information maximization model Download PDF

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CN111754019A
CN111754019A CN202010382570.7A CN202010382570A CN111754019A CN 111754019 A CN111754019 A CN 111754019A CN 202010382570 A CN202010382570 A CN 202010382570A CN 111754019 A CN111754019 A CN 111754019A
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刘威
何枷瑜
王海明
朱怀杰
余建兴
印鉴
邱爽
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Abstract

The invention provides a road section feature representation learning algorithm based on a space-time diagram information maximization model, which considers the timeliness of road section states, deeply excavates the time information of road sections, adopts a maximization mutual information mechanism, extracts the mutual influence and interaction relation among the road section information, the time information and the traffic information and utilizes the relation in the learning algorithm based on a neural network. The obtained road section represents the real-time global traffic condition, and learns the upstream and downstream real-time dependency relationship among the road sections, so that the precision of travel time prediction is greatly improved.

Description

Road section feature representation learning algorithm based on space-time diagram information maximization model
Technical Field
The invention relates to the relevant fields of graph neural networks and the like, in particular to a road section feature representation learning algorithm based on a space-time graph information maximization model.
Background
With the rapid increase of the number of motor vehicles, the urban traffic jam condition is increasingly severe, and a series of problems of low travel efficiency, resource waste and the like are caused. The travel time prediction plays a crucial role in traffic management, path planning, car sharing, vehicle dispatching and other applications. Almost all travel service applications today have this functionality, such as google maps, hundredth maps, drip, etc. Under the support of accurate travel time estimation, a user can reasonably plan an individual path, and time waste on a congested road section is avoided. Simultaneously, the city can also rationally carry out route guidance, effectively slows down the jam problem. Therefore, many researchers are working on timely and effective travel time estimation. However, due to the complexity of travel time estimation, providing accurate estimates remains a challenging task. One method is used for most travel time prediction tasks, that is, link-based travel time prediction. The method can greatly relieve the risk of data sparsity brought by path-based travel time prediction, and has received much attention. In the past, methods for predicting travel time based on road sections have many problems, and one of the great problems is that learning about road section feature representation is not accurate enough, so that the prediction precision is not satisfactory. With the rise of the neural network, the Embedding is applied to the road section feature representation and plays a great role in extracting static information of road sections such as road types and topological relations among road sections, and a non-naive network representation learning method exists. However, the road network is a complex network, and the method still has several problems in the road network, namely 1) it can cause the adjacent road sections to be indistinguishable. The aim of the proposed method is to make the node representation and the adjacent node representation more similar, but in the actual road network, only one of the two adjacent road sections is congested, so that they should be more distinguishable; 2) it does not take into account the interplay of road segments and traffic conditions. Global traffic conditions can affect each road section in a road network, and the states of some key road sections also determine the traffic conditions in turn; 3) it does not take into account the time-varying nature of the road segment itself. The status of the road segments may not be consistent over different time periods, for example, the road segments are congested in the morning and clear in the afternoon.
Disclosure of Invention
The invention provides a road section feature representation learning algorithm based on a space-time diagram information maximization model, which can realize real-time feature representation of a learned road section.
In order to achieve the technical effects, the technical scheme of the invention is as follows:
a road section feature representation learning algorithm based on a space-time diagram information maximization model comprises the following steps:
s1: extracting road section attributes from a road network, generating road section initial vectors, and constructing a time adjacency matrix based on tracks in historical data;
s2: adopting CNN and max-firing operation to the traffic condition, and extracting corresponding traffic condition/flow representation;
s3: inputting the data of S1, S2 and S3 into an encoder for training to obtain a real-time road section representation;
s4: and taking the obtained road section representation as a target, and obtaining the dynamic representation of the road section through the full connection layer.
Further, the specific process of step S1 is:
s11: performing data preprocessing, and acquiring static attributes of each road section through a road network, wherein the three attributes of the road section type, the number of lanes and whether the road section is a one-way road are used;
s12: generating corresponding one-hot vectors for the three attributes, splicing, and obtaining a road section initial vector R ═ R through a full connection layer1,r2,…,rN};
S13: dividing the road track of the historical data according to time periods, and obtaining a time adjacency matrix A according to the tracks of different time periods(t)That is, if some road segments are driven multiple times and have upstream and downstream relations obtained from the historical track in a certain time period, the corresponding road segments have the adjacent relations, and the adjacent relations are not simply determined from the topological relations.
Further, the specific process of step S2 is:
s21: carrying out grid division on the corresponding city, and calculating the congestion condition and traffic flow of the corresponding grid;
s22: inputting the grid data into the CNN to obtain the representation of the traffic state and the traffic flow;
learning from the grid data a representation that can demonstrate real-time traffic conditions based on the CNN; using the same method to obtain a representation of the mesh inflow and outflow; the specific calculation formula is as follows:
s(t)=CNN(S(t))。
further, the specific process of step S3 is:
s31: obtaining an adjacency representation h of a link from an initial vector of the link and a temporal adjacency matrix using a graph convolutional neural network(t)
S32: by negative sampling, repeating the step of S31 results in a broken road segment adjacency representation
Figure BDA0002482727480000021
S33: generalizing the adjacency representation of the links using a readout function to obtain a global representation g of the graph(t)
S34: splicing the global representation, the traffic state, the inflow and the outflow of the graph to obtain real-time high-order summary of the graph
Figure BDA0002482727480000031
S35: and carrying out model training by using gradient descent maximization according to the following objective function through the obtained adjacency representation, negative sampling adjacency representation and high-order graph induction, wherein the adjacency representation of the road section obtained after the training is stable is the final road section representation, and the function formula is as follows:
Figure BDA0002482727480000032
further, in practice, the interaction information of the segment representation and the global representation is maximized based on the Jensen-Shannon divergence, i.e., the J-S divergence, between the positive and negative examples, and the obtained adjacent representation tends to retain the interaction information of the global representation, and find and retain the similarity at the local level, such as a long-distance segment with similar structural features.
Further, the specific process of step S4 is:
s41: in consideration of the fact that the road section representation has a time cycle rule, mapping the time of the road section static representation and the time of the one-hot code to a low-dimensional representation through a full connection layer to obtain a dynamic road section representation;
s42: acquiring a road segment representation by using an encoder after training stabilization;
s43: minimizing the difference between the L loss and the L loss, optimizing the parameters of the full link layer, and obtaining dynamic representation of the road section based on the full link layer after the training is stable;
s44: in fact, according to the periodicity of the road section state and considering the data sparsity problem, the dynamic representation of the road section is compressed, and the main formula is as follows:
Figure BDA0002482727480000033
H(t)=(R+A(t))
Figure BDA0002482727480000034
compared with the prior art, the technical scheme of the invention has the beneficial effects that:
the invention considers the timeliness of the road section state, deeply excavates the time information of the road section, and adopts a maximum mutual information mechanism to extract and utilize the mutual influence and interaction among the road section information, the time information and the traffic information in the learning algorithm based on the neural network. The obtained road section represents the real-time global traffic condition, and learns the upstream and downstream real-time dependency relationship among the road sections, so that the precision of travel time prediction is greatly improved.
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FIG. 1 is a flow chart of the method of the present invention;
FIG. 2 is a schematic flow chart of the present invention.
Detailed Description
The drawings are for illustrative purposes only and are not to be construed as limiting the patent;
for the purpose of better illustrating the embodiments, certain features of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product;
it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.
The technical solution of the present invention is further described below with reference to the accompanying drawings and examples.
As shown in fig. 1, a road segment feature representation learning algorithm based on a space-time diagram information maximization model includes the following steps:
s1: extracting road section attributes from a road network, generating road section initial vectors, and constructing a time adjacency matrix based on tracks in historical data;
s2: adopting CNN and max-firing operation to the traffic condition, and extracting corresponding traffic condition/flow representation;
s3: inputting the data of S1, S2 and S3 into an encoder for training to obtain a real-time road section representation;
s4: and taking the obtained road section representation as a target, and obtaining the dynamic representation of the road section through the full connection layer.
Further, the specific process of step S1 is:
s11: performing data preprocessing, and acquiring static attributes of each road section through a road network, wherein the three attributes of the road section type, the number of lanes and whether the road section is a one-way road are used;
s12: generating corresponding one-hot vectors for the three attributes, splicing, and obtaining a road section initial vector R ═ R through a full connection layer1,r2,…,rN};
S13: dividing the road track of the historical data according to time periods, and obtaining a time adjacency matrix A according to the tracks of different time periods(t)That is, if some road segments are driven multiple times and have upstream and downstream relations obtained from the historical track in a certain time period, the corresponding road segments have the adjacent relations, and the adjacent relations are not simply determined from the topological relations.
The specific process of step S2 is:
s21: carrying out grid division on the corresponding city, and calculating the congestion condition and traffic flow of the corresponding grid;
s22: inputting the grid data into the CNN to obtain the representation of the traffic state and the traffic flow;
learning from the grid data a representation that can demonstrate real-time traffic conditions based on the CNN; using the same method to obtain a representation of the mesh inflow and outflow; the specific calculation formula is as follows:
s(t)=CNN(S(t))。
the specific process of step S3 is:
s31: obtaining an adjacency representation h of a link from an initial vector of the link and a temporal adjacency matrix using a graph convolutional neural network(t)
S32: by negative sampling, repeating the step of S31 results in a broken road segment adjacency representation
Figure BDA0002482727480000051
S33: generalizing the adjacency representation of the links using a readout function to obtain a global representation g of the graph(t)
S34: splicing the global representation, the traffic state, the inflow and the outflow of the graph to obtain real-time high-order summary of the graph
Figure BDA0002482727480000052
S35: and carrying out model training by using gradient descent maximization according to the following objective function through the obtained adjacency representation, negative sampling adjacency representation and high-order graph induction, wherein the adjacency representation of the road section obtained after the training is stable is the final road section representation, and the function formula is as follows:
Figure BDA0002482727480000053
further, in practice, the interaction information of the segment representation and the global representation is maximized based on the Jensen-Shannon divergence, i.e., the J-S divergence, between the positive and negative examples, and the obtained adjacent representation tends to retain the interaction information of the global representation, and find and retain the similarity at the local level, such as a long-distance segment with similar structural features.
The specific process of step S4 is:
s41: in consideration of the fact that the road section representation has a time cycle rule, mapping the time of the road section static representation and the time of the one-hot code to a low-dimensional representation through a full connection layer to obtain a dynamic road section representation;
s42: acquiring a road segment representation by using an encoder after training stabilization;
s43: minimizing the difference between the L loss and the L loss, optimizing the parameters of the full link layer, and obtaining dynamic representation of the road section based on the full link layer after the training is stable;
s44: in fact, according to the periodicity of the road section state and considering the data sparsity problem, the dynamic representation of the road section is compressed, and the main formula is as follows:
Figure BDA0002482727480000054
H(t)=(R+A(t))
Figure BDA0002482727480000055
as shown in fig. 2, the core object of the present invention is the effect of the road segment representation on traffic prediction. Then we first study the impact of the road segment representation on travel time predictions and determine the dataset, we use the urban trip dataset provided by the dribble-out "gaia" data development plan-the ensemble and the west ampere dataset, published in https:// gaia. Table 1 shows the number of road segments and the number of tracks for the three sets of data sets.
Criteria for travel time prediction are then determined, where the predicted effect of the model is represented by the commonly used RMSE and MAE in the field. Namely, when we do difference evaluation to the predicted time and the real time of the path.
According to the judgment standard, three groups of data sets are divided into a training set, a verification set and a test set, wherein the training set is a track of the first 17 days corresponding to the dripping data set, the data of the last 10 days are used as the test set, and the rest data are used as the verification set; the Harbin data set is the track of the first 3 days, the data of the last 1 day is used as a test set, and the rest data is used as a verification set.
TABLE 1 data set dimension information and interaction information
Figure BDA0002482727480000061
Before the patent, common road section representation learning methods are all based on a nonprofile network representation learning algorithm, and although the algorithm learns the static attributes of road sections of a road network, the algorithm does not consider the time factors of the road sections and the traffic factors of the road network, and the influence on the precision of travel time prediction is obvious. All of our proposed algorithms use a convolutional neural network based network representation learning algorithm and maximize mutual information to consider the interaction between road segments, road network global and traffic conditions.
For comparison with previous methods, we also calculated the RMSE and MAE performance of these methods on three data sets, and the way in which the training, validation and test sets were partitioned remains the same as our method.
In addition, to test the effect of each part of the model on the model, we performed ablation experiments, yielding the following three model variants, respectively: 1) ST-DGI/S: removing static information of the road section, namely regarding the road section as a node without attribute, and carrying out random initialization on the road section representation; 2) ST-DGI/T: disregarding time factors for the road segment; 3) ST-DGI/G: traffic factors of a road network are ignored, and only generalized representation of a road network graph is used.
TABLE 2 Performance of multiple models on two sets of data
Figure BDA0002482727480000071
The result shows that the method has obvious improvement compared with the prior method, which is to a great extent because the method extracts the interaction information of the local road section and the global road network to the maximum extent by maximizing a mutual information mechanism from the space-time attribute of the road section, thereby learning the correlation between the road section and the traffic condition and the dynamic dependency relationship between the road sections. We can also confirm the importance of the three factors to the model effect through ablation experiments. Based on accurate dynamic link representation, we can improve the accuracy of travel time prediction.
The same or similar reference numerals correspond to the same or similar parts;
the positional relationships depicted in the drawings are for illustrative purposes only and are not to be construed as limiting the present patent;
it should be understood that the above-described embodiments of the present invention are merely examples for clearly illustrating the present invention, and are not intended to limit the embodiments of the present invention. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the claims of the present invention.

Claims (6)

1. A road section feature representation learning algorithm based on a space-time diagram information maximization model is characterized by comprising the following steps:
s1: extracting road section attributes from a road network, generating road section initial vectors, and constructing a time adjacency matrix based on tracks in historical data;
s2: adopting CNN and max-firing operation to the traffic condition, and extracting corresponding traffic condition/flow representation;
s3: inputting the data of S1, S2 and S3 into an encoder for training to obtain a real-time road section representation;
s4: and taking the obtained road section representation as a target, and obtaining the dynamic representation of the road section through the full connection layer.
2. The road segment feature representation learning algorithm based on the space-time diagram information maximization model as claimed in claim 1, wherein the specific process of step S1 is:
s11: performing data preprocessing, and acquiring static attributes of each road section through a road network, wherein the three attributes of the road section type, the number of lanes and whether the road section is a one-way road are used;
s12: generating corresponding one-hot vectors for the three attributes, splicing, and obtaining a road section initial vector R ═ R through a full connection layer1,r2,…,rN};
S13: dividing the road track of the historical data according to time periods, and obtaining a time adjacency matrix A according to the tracks of different time periods(t)That is, if some road segments are driven multiple times and have upstream and downstream relations obtained from the historical track in a certain time period, the corresponding road segments have the adjacent relations, and the adjacent relations are not simply determined from the topological relations.
3. The road segment feature representation learning algorithm based on the space-time diagram information maximization model as claimed in claim 2, wherein the specific process of step S2 is:
s21: carrying out grid division on the corresponding city, and calculating the congestion condition and traffic flow of the corresponding grid;
s22: inputting the grid data into the CNN to obtain the representation of the traffic state and the traffic flow;
learning from the grid data a representation that can demonstrate real-time traffic conditions based on the CNN; using the same method to obtain a representation of the mesh inflow and outflow; the specific calculation formula is as follows:
S(t)=CNN(S(t))。
4. the road segment feature representation learning algorithm based on the space-time diagram information maximization model as claimed in claim 3, wherein the specific process of step S3 is:
s31: obtaining an adjacency representation h of a link from an initial vector of the link and a temporal adjacency matrix using a graph convolutional neural network(t)
S32: by negative sampling, repeating the step of S31 results in a broken road segment adjacency representation
Figure FDA0002482727470000021
S33: generalizing the adjacency representation of the links using a readout function to obtain a global representation g of the graph(t)
S34: splicing the global representation, the traffic state, the inflow and the outflow of the graph to obtain real-time high-order summary of the graph
Figure FDA0002482727470000022
S35: and carrying out model training by using gradient descent maximization according to the following objective function through the obtained adjacency representation, negative sampling adjacency representation and high-order graph induction, wherein the adjacency representation of the road section obtained after the training is stable is the final road section representation, and the function formula is as follows:
Figure FDA0002482727470000023
5. the road segment feature representation learning algorithm based on the space-time diagram information maximization model as claimed in claim 4, wherein the interaction information of the road segment representation and the global representation is maximized based on Jensen-Shannon divergence, i.e. J-S divergence, between the positive sample and the negative sample, so that the obtained adjacent representation tends to retain the interaction information of the global representation more, and local level similarity such as a long-distance road segment with similar structural features is found and retained.
6. The road segment feature representation learning algorithm based on the space-time diagram information maximization model as claimed in claim 5, wherein the specific process of step S4 is:
s41: in consideration of the fact that the road section representation has a time cycle rule, mapping the time of the road section static representation and the time of the one-hot code to a low-dimensional representation through a full connection layer to obtain a dynamic road section representation;
s42: acquiring a road segment representation by using an encoder after training stabilization;
s43: minimizing the difference between the L loss and the L loss, optimizing the parameters of the full link layer, and obtaining dynamic representation of the road section based on the full link layer after the training is stable;
s44: in fact, according to the periodicity of the road section state and considering the data sparsity problem, the dynamic representation of the road section is compressed, and the main formula is as follows:
Figure FDA0002482727470000024
H(t)=(R+A(t))
Figure FDA0002482727470000025
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113256980A (en) * 2021-05-28 2021-08-13 佳都科技集团股份有限公司 Road network state determination method, device, equipment and storage medium

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107688850A (en) * 2017-08-08 2018-02-13 北京深鉴科技有限公司 A kind of deep neural network compression method
CN109830102A (en) * 2019-02-14 2019-05-31 重庆邮电大学 A kind of short-term traffic flow forecast method towards complicated urban traffic network
US10349208B1 (en) * 2018-08-17 2019-07-09 xAd, Inc. Systems and methods for real-time prediction of mobile device locations
CN110491129A (en) * 2019-09-24 2019-11-22 重庆城市管理职业学院 The traffic flow forecasting method of divergent convolution Recognition with Recurrent Neural Network based on space-time diagram
CN110929962A (en) * 2019-12-13 2020-03-27 中国科学院深圳先进技术研究院 Traffic flow prediction method and device based on deep learning

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107688850A (en) * 2017-08-08 2018-02-13 北京深鉴科技有限公司 A kind of deep neural network compression method
US10349208B1 (en) * 2018-08-17 2019-07-09 xAd, Inc. Systems and methods for real-time prediction of mobile device locations
CN109830102A (en) * 2019-02-14 2019-05-31 重庆邮电大学 A kind of short-term traffic flow forecast method towards complicated urban traffic network
CN110491129A (en) * 2019-09-24 2019-11-22 重庆城市管理职业学院 The traffic flow forecasting method of divergent convolution Recognition with Recurrent Neural Network based on space-time diagram
CN110929962A (en) * 2019-12-13 2020-03-27 中国科学院深圳先进技术研究院 Traffic flow prediction method and device based on deep learning

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
罗文慧 等: "基于CNN-SVR混合深度学习模型的短时交通流预测", 《交通运输系统工程与信息》 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113256980A (en) * 2021-05-28 2021-08-13 佳都科技集团股份有限公司 Road network state determination method, device, equipment and storage medium

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