CN111862592B - Traffic flow prediction method based on RGCN - Google Patents
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Abstract
An RGCN-based traffic flow prediction method comprises the following steps: step 1) selecting similar roads for each road based on the time sequence similarity criterion, and constructing a road traffic network; step 2) acquiring road traffic flow data, preprocessing the data and constructing a road traffic flow state matrix data set; step 3) taking the road traffic network and the road traffic state matrix as the input of a graph convolution layer based on Gaussian distribution, and further extracting the node characteristics of the road traffic network; step 4), taking the characteristics of the graph convolution layer based on Gaussian distribution after sampling as regression prediction layer input, and calculating a prediction result corresponding to the current input; defining a model loss function, and continuously optimizing model parameters by using a back propagation algorithm according to the value of the loss function; and acquiring real-time traffic flow data as model input to realize the prediction of real-time road traffic flow. The invention improves the robustness of the graph convolution network, thereby improving the accuracy of traffic flow prediction.
Description
Technical Field
The invention relates to a traffic flow prediction method based on RGCN, belonging to the field of traffic prediction.
Background
The improvement of urban economic level and the enlargement of urban scale lead people to continuously improve living standard, so that the number of vehicles in the city is also increased sharply, the increase of the vehicles brings many problems, and traffic jam can be regarded as a first problem. The traffic state prediction plays a crucial role in reasonably distributing urban road resources and relieving traffic congestion.
The current mainstream traffic flow prediction method based on data driving mainly comprises the following steps: the method comprises the steps of carrying out differential integration on a moving average autoregressive model, a support vector machine, a convolutional neural network, a long-short term memory neural network and the like, wherein some methods are used for carrying out prediction based on probability statistics, some methods are used for carrying out prediction based on time characteristics, some methods are used for carrying out prediction based on shallow layer neural network extraction characteristics and the like, and although the methods all obtain good prediction results, the methods do not learn the traffic data of a graph structure. The graph convolution network can effectively learn the data of the graph structure, but cannot eliminate the noise in the original data and has instability.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention aims to provide a traffic flow prediction method based on RGCN (robust graph convolution network). According to the method, the Gaussian distribution is used in the map convolution layer to absorb noise in traffic flow data, the robustness of the map convolution network is improved, and therefore the accuracy of traffic flow prediction is improved.
The technical scheme adopted by the invention for solving the technical problems is as follows:
an RGCN-based traffic flow prediction method comprises the following steps:
step 1) constructing a road traffic network based on time sequence similarity: selecting roads similar to the time sequence similarity for each road based on the time sequence similarity criterion, and constructing a road traffic network;
step 2) preprocessing the road traffic flow data and constructing a road traffic flow state matrix data set: acquiring road traffic flow data, preprocessing the data, and constructing a road traffic flow state matrix data set;
and 3) extracting node characteristics by using a graph convolution layer based on Gaussian distribution based on a road traffic network and a road traffic state matrix: taking a road traffic network and a road traffic state matrix as the input of a graph convolution layer based on Gaussian distribution, and further extracting the node characteristics of the road traffic network;
and 4) carrying out traffic flow prediction based on the map convolution layer with Gaussian distribution: taking the characteristics of the graph convolution layer after sampling based on Gaussian distribution as regression prediction layer input, and calculating a prediction result corresponding to the current input; defining a model loss function, and continuously optimizing model parameters by using a back propagation algorithm according to the value of the loss function; and acquiring real-time traffic flow data as model input to realize the prediction of real-time road traffic flow.
The invention provides a traffic flow prediction method based on RGCN, which adopts Gaussian distribution as hidden representation of nodes in each convolution layer, can absorb random noise in traffic flow data, improves the robustness of a graph convolution network, and further improves the accuracy of traffic flow prediction.
The invention has the beneficial effects that: the invention forms a road traffic flow prediction model through the learning training of the RGCN model to the traffic flow data. According to the invention, the road traffic network is constructed according to the similarity of the time sequences, so that the problem that the geographical position of the traffic network is difficult to obtain is overcome, and the effective extraction of the time-space characteristics of the traffic network is realized; the graph convolution network based on Gaussian distribution is used for traffic flow prediction, noise of traffic flow data is absorbed, and robustness and accuracy of road traffic flow prediction are improved.
The short-time traffic flow prediction is used as an important component of a traffic flow induction system, and the performance of the traffic flow induction system can be effectively improved to a certain extent. In addition, the invention can also be used as an effective auxiliary tool for travelers to travel.
Drawings
Fig. 1 is a block diagram of RGCN-based traffic flow prediction.
Detailed Description
The invention is further described below with reference to the accompanying drawings.
Referring to fig. 1, a traffic flow prediction method based on RGCN includes the following steps:
step 1) constructing a road traffic network based on time sequence similarity, wherein the process is as follows:
for a plurality of road traffic sections, acquiring time sequence data of a certain day of the road traffic sections, and constructing a road traffic network based on similarity of the time sequence, for example: given two pieces of time-series data X ═ X (X)1,x2,…,xn),Y=(y1,y2,…,yn) Then constructing a distance matrix Mn×nWherein M isi,j=|xi-yjL. Based on distance matrix Mn×nConstructing a cumulative distance matrix Dn×nWherein D isi,j=Mi,j+min(Di,j-1,Di-1,j,Di-1,j-1),Dn,nThe distance is the final distance, and for the road i, the front d roads with the minimum final distance are selected as { j, k, … }, namely the road i is most similar to the road S;
constructing a road traffic network graph G (V, E, A) based on time series similarity, wherein V represents a node, E represents a connecting edge, and A represents an adjacency matrix of a traffic network, wherein Aij1 indicates that road i is similar to road j, otherwise, aij=0;
Step 2) preprocessing the road traffic flow data and constructing a road traffic flow state matrix, wherein the process is as follows:
2.1: preprocessing road traffic flow data
Preprocessing traffic flow data of multiple roads for multiple days, normalizing the data by using maximum-minimum standardization, and calculating an expression as follows:
wherein x isrealIs the raw flow data of the road, xminIs the minimum value, x, in the road raw flow datamaxThe data is the maximum value in the original road flow data, and x is the road flow data after pretreatment;
2.2: constructing a road traffic flow state matrix
Constructing a road traffic flow state matrix according to the preprocessed road traffic flow data, wherein the road traffic flow state matrix is in the following form:
wherein, the state matrix row vector represents the traffic states of different roads at the same time, the column vector represents the time states of the traffic states of the roads at the same lane and different times, M represents the number of historical traffic state data, N represents the number of roads in the input matrix, and x represents the number of the roads in the input matrixitIndicates the ith laneTraffic state on the road at time t;
step 3) extracting node characteristics by using graph convolution layers based on Gaussian distribution based on road traffic network and road traffic state matrix
The overall framework of RGCN-based road traffic flow prediction is shown in fig. 1.
Defining a node v using a Gaussian distribution of hidden features obtained in the original graph convolution layeriThe hidden features at layer i are:
wherein, mui (l)Denotes the mean vector, diag (σ)i (l)) Representing diagonal variance matrix, σ instead of σ2Represents the variance;
the mean and variance of all nodes are defined as:
M(l)=[μ1 (l),μ2 (l),…,μN (l)] (4)
Σ(l)=[σ1 (l),σ2 (l),…,σN (l)] (5)
since the road traffic flow state input matrix X is a feature vector rather than a gaussian distribution, a first-level mean matrix M is defined(1)The variance matrix Σ(1)In the form:
wherein, Wμ,WσThe weights of the mean matrix and the variance matrix, respectively, f and p represent the ELU function and the ReLU function, respectively, as follows:
after passing through the first fully connected layer, the input vector becomes a hidden feature and then gaussian distribution is used, and the graph convolution layer based on gaussian distribution is defined as follows:
wherein the content of the first and second substances,is a matrix of the auto-correlation,INis an elementary matrix of the data stream,is a matrix of degrees and is,theta is attention weight, theta(l)=exp(-γΣ(l)) And gamma is a hyperparameter. An indication of a matrix dot product;
step 4) traffic flow prediction is carried out based on the graph convolution layer with Gaussian distribution, and the process is as follows:
4.1: calculating a predicted result
Taking the hidden features as Gaussian distribution to predict the traffic flow, a sampling process is needed to be carried out, and the last layer of map convolution layer based on Gaussian distribution is sampled, wherein the sampling formula is as follows:
wherein L represents the last layer of the convolutional layer. Sampling characteristic Z ═ Z1,z2,…,zN]As input to the all-connected layer, the state at the next time based on the historical traffic flow data input is predicted, and the all-connected layer expression is as follows:
Ypre=f(Wf·Z+bf) (13)
wherein, WfIs a full connection layer weight matrix, bfIs a bias matrix, where sigmoid function is used as the activation function f, in order to restore the normalized values;
4.2: defining model loss function, optimizing model parameters and realizing real-time traffic flow prediction
To ensure that the learned features obey a gaussian distribution, we apply regularization to only the hidden layer features obtained by the first convolutional layer to constrain:
wherein KL (| ·) is the KL distance between the two distributions;
to prevent model overfitting, L2 regularization was applied to the first layer convolutional layer:
defining the traffic flow state predicted by the model as YpreThe actual traffic flow state is YtrueThe final model loss function L is then of the form:
wherein n represents the number of samples input by the model, and lambda and beta are parameters;
and comparing the traffic flow state predicted by the model with the actual traffic flow state, calculating a loss function L of the model, and then realizing continuous optimization of model parameters by using a back propagation algorithm. And finally, inputting the test set data as a model to realize the prediction of the real-time road traffic flow.
In the invention, gradient calculation and parameter updating in the back propagation algorithm are realized by an Adam optimizer.
Example 2: data in actual experiments
(1) Selecting experimental data
The original traffic flow data set comprises traffic flow data of 323 detectors for 1 month, the traffic flow data in the data set is the traffic flow data of a Seattle expressway part detector, and the sampling interval T is 5 min.
And taking the road traffic flow data of the first three weeks of 323 detectors as a training data set to train model parameters. And (3) taking the road traffic flow data of the last week of the 323 detectors as an experimental data set, and carrying out algorithm verification. The sliding window is set to 10 and the prediction steps are set to 1, respectively.
(2) Parameter determination
The experimental results of the invention are realized based on the tensoflow environment, and the whole experimental parameters are set as follows: the number of layers of the map convolution layer based on the gaussian distribution is 2, the first layer hidden unit is set to 16, the second layer hidden unit is set to 10, the learning rate is 0.001, the training number is 100, the batch size is 64, γ is 1, λ is 0.00005, and β is 0.00005.
(3) Results of the experiment
The invention aims at predicting the short-term traffic flow of multiple road sections, carries out model training through a training set, and carries out the test of the predictive performance of the model through a testing set.
In the experiment, the absolute mean square error (MAE) and the Root Mean Square Error (RMSE) are selected as indexes of the road traffic flow prediction precision, and the calculation formulas are respectively as follows:
Statistical analysis of all experimental road section flow prediction results is shown in table 1:
model (model) | RMSE | MAE | MAPE(%) |
GCN | 4.911 | 3.367 | 8.380 |
RGCN | 4.775 | 3.290 | 8.019 |
Table 1.
Claims (5)
1. An RGCN-based traffic flow prediction method, characterized in that the method comprises the following steps:
step 1) constructing a road traffic network based on time sequence similarity: selecting roads similar to the time sequence similarity for each road based on the time sequence similarity criterion, and constructing a road traffic network;
step 2) preprocessing the road traffic flow data and constructing a road traffic flow state matrix data set: acquiring road traffic flow data, preprocessing the data, and constructing a road traffic flow state matrix data set;
and 3) extracting node characteristics by using a graph convolution layer based on Gaussian distribution based on a road traffic network and a road traffic state matrix: taking a road traffic network and a road traffic state matrix as the input of a graph convolution layer based on Gaussian distribution, and further extracting the node characteristics of the road traffic network;
and 4) carrying out traffic flow prediction based on the map convolution layer with Gaussian distribution: taking the characteristics of the graph convolution layer after sampling based on Gaussian distribution as regression prediction layer input, and calculating a prediction result corresponding to the current input; defining a model loss function, and continuously optimizing model parameters by using a back propagation algorithm according to the value of the loss function; acquiring real-time traffic flow data as model input to realize prediction of real-time road traffic flow;
the process of the step 1) is as follows:
for a plurality of road traffic sections, acquiring time sequence data of a certain day of the road traffic sections, and constructing a road traffic network based on similarity of the time sequence, for example: given two pieces of time-series data X ═ X (X)1,x2,…,xn),Y=(y1,y2,…,yn) Then constructing a distance matrix Mn×nWherein M isi,j=|xi-yjBased on a distance matrix Mn×nConstructing a cumulative distance matrix Dn×nWherein D isi,j=Mi,j+min(Di,j-1,Di-1,j,Di-1,j-1),Dn,nThe distance is the final distance, and for the road i, the front d roads with the minimum final distance are selected as { j, k, … }, namely the road i is most similar to the road S;
constructing a road traffic network graph G (V, E, A) based on time series similarity, wherein V represents a node, E represents a connecting edge, and A represents an adjacency matrix of a traffic network, wherein Aij1 indicates that road i is similar to road j, otherwise, aij=0。
2. An RGCN-based traffic flow prediction method according to claim 1, wherein the process of step 2) is as follows:
2.1: preprocessing road traffic flow data
Preprocessing traffic flow data of multiple roads for multiple days, normalizing the data by using maximum-minimum standardization, and calculating an expression as follows:
wherein x isrealIs the raw flow data of the road, xminIs the minimum value, x, in the road raw flow datamaxThe data is the maximum value in the original road flow data, and x is the road flow data after pretreatment;
2.2: constructing a road traffic flow state matrix
Constructing a road traffic flow state matrix according to the preprocessed road traffic flow data, wherein the road traffic flow state matrix is in the following form:
wherein, the state matrix row vector represents the traffic states of different roads at the same time, the column vector represents the time states of the traffic states of the roads at the same lane and different times, and M represents the historical trafficNumber of state data, N represents the number of roads in the input matrix, then xitIndicating the traffic state on the ith road at time t.
3. An RGCN-based traffic flow prediction method according to claim 1, wherein the process of the step 3) is as follows:
defining a node v using a Gaussian distribution of hidden features obtained in the original graph convolution layeriThe hidden features at layer i are:
wherein, mui (l)Denotes the mean vector, diag (σ)i (l)) Representing diagonal variance matrix, σ instead of σ2Represents the variance;
the mean and variance of all nodes are defined as:
M(l)=[μ1 (l),μ2 (l),…,μN (l)] (4)
Σ(l)=[σ1 (l),σ2 (l),…,σN (l)] (5)
since the road traffic flow state input matrix X is a feature vector rather than a gaussian distribution, a first-level mean matrix M is defined(1)The variance matrix Σ(1)In the form:
wherein, Wμ,WσThe weights of the mean matrix and the variance matrix, respectively, f and p represent the ELU function and the ReLU function, respectively, as follows:
after passing through the first fully connected layer, the input vector becomes a hidden feature and then gaussian distribution is used, and the graph convolution layer based on gaussian distribution is defined as follows:
4. An RGCN-based traffic flow prediction method according to claim 1, wherein the process of the step 4) is as follows:
4.1: calculating a predicted result
Taking the hidden features as Gaussian distribution to predict the traffic flow, a sampling process is needed to be carried out, and the last layer of map convolution layer based on Gaussian distribution is sampled, wherein the sampling formula is as follows:
wherein L represents the last layer of the convolutional layer, and the sampling characteristic Z is [ Z ]1,z2,…,zN]As input to the all-connected layer, the state at the next time based on the historical traffic flow data input is predicted, and the all-connected layer expression is as follows:
Ypre=f(Wf·Z+bf) (13)
wherein, WfIs a full connection layer weight matrix, bfIs a bias matrix, where sigmoid function is used as the activation function f, in order to restore the normalized values;
4.2: defining model loss function, optimizing model parameters and realizing real-time traffic flow prediction
To ensure that the learned features obey a gaussian distribution, we apply regularization to only the hidden layer features obtained by the first convolutional layer to constrain:
wherein KL (| ·) is the KL distance between the two distributions;
to prevent model overfitting, L2 regularization was applied to the first layer convolutional layer:
defining the traffic flow state predicted by the model as YpreThe actual traffic flow state is YtrueThe final model loss function L is then of the form:
wherein n represents the number of samples input by the model, and lambda and beta are parameters;
comparing the traffic flow state predicted by the model with the actual traffic flow state, calculating a loss function L of the model, then realizing continuous optimization of model parameters by using a back propagation algorithm, and finally, inputting the test set data as the model to realize the prediction of the real-time road traffic flow.
5. An RGCN-based traffic flow prediction method according to claim 4, characterized in that the gradient calculation and parameter update in the back propagation algorithm are implemented by Adam optimizer.
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