CN115541837A - Effluent total nitrogen intelligent detection method based on dynamic fuzzy neural network - Google Patents

Effluent total nitrogen intelligent detection method based on dynamic fuzzy neural network Download PDF

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CN115541837A
CN115541837A CN202211125035.9A CN202211125035A CN115541837A CN 115541837 A CN115541837 A CN 115541837A CN 202211125035 A CN202211125035 A CN 202211125035A CN 115541837 A CN115541837 A CN 115541837A
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蒙西
张寅�
乔俊飞
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Beijing University of Technology
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Abstract

An intelligent detection method for total nitrogen in effluent based on a dynamic fuzzy neural network belongs to the field of urban sewage treatment and the field of intelligent modeling. The invention establishes the intelligent detection model of the total nitrogen of the effluent based on the dynamic fuzzy neural network, thereby realizing the real-time accurate detection of the total nitrogen of the effluent. Firstly, combining expert knowledge and mutual information analysis to determine input variables of the effluent total nitrogen intelligent detection model. Then, a self-organizing add-delete mechanism and an improved second-order learning algorithm are combined, a dynamic fuzzy neural network is designed, and an intelligent detection model for total nitrogen of the effluent of the urban sewage treatment is established; and the dynamic fuzzy neural network can be updated in real time according to the online data, so that the accurate measurement of the total nitrogen of the effluent in the non-stable environment is ensured. The effectiveness of the effluent total nitrogen intelligent detection method based on the dynamic fuzzy neural network is evaluated through data on a sewage treatment reference simulation model platform. The invention solves the problem that the total nitrogen of the effluent of the urban sewage treatment is difficult to accurately detect in real time.

Description

Effluent total nitrogen intelligent detection method based on dynamic fuzzy neural network
Technical Field
The invention relates to an intelligent detection method for total nitrogen in effluent of urban sewage treatment; an effluent total nitrogen intelligent detection model based on a dynamic fuzzy neural network is established, and thus the real-time accurate detection of the effluent total nitrogen is realized. Not only belongs to the field of urban sewage treatment, but also belongs to the field of intelligent modeling.
Background
Along with the continuous acceleration of the urbanization process and the continuous increase of population in China, the urban water consumption is greatly increased, and the sewage discharge amount is also sharply increased. In order to fully recycle water resources and protect the ecological environment, sewage treatment has become a hot topic in academia and industry in recent years. Nitrogen is a main nutrient substance causing water eutrophication, and the real-time accurate detection of the total nitrogen in the effluent is very important for improving the denitrification efficiency of a sewage treatment plant and ensuring the normal and stable operation of the sewage treatment plant. However, it is still difficult to obtain reliable measurements of total nitrogen in the effluent due to the environment of the test, the cost of instrumentation, and the like.
With the rapid development of methods and technologies such as data mining and artificial intelligence, a data-driven soft measurement method has become a research hotspot in the field of real-time detection of key parameters of urban sewage treatment, wherein an artificial neural network becomes a mainstream method for establishing a data-driven model by virtue of strong self-learning capability and nonlinear approximation capability of the artificial neural network. The invention provides an effluent total nitrogen intelligent detection method based on a dynamic fuzzy neural network. On one hand, a fuzzy neural network is constructed by combining a self-organizing add-delete mechanism and a rapid second-order gradient algorithm so as to rapidly obtain an intelligent detection model with a simplified structure. On the other hand, a fuzzy neural network updating strategy is designed, and the model is ensured to have good performance in a non-stationary environment. The method can realize real-time and accurate detection of the total nitrogen of the effluent, effectively improves the measurement precision of the total nitrogen of the effluent in a non-stable environment, and has important theoretical significance and application value.
Disclosure of Invention
The invention aims to provide an intelligent detection method for total nitrogen in effluent of urban sewage treatment based on a dynamic fuzzy neural network.
The invention adopts the following technical scheme and implementation steps:
(1) Determining input variables and output variables of an effluent total nitrogen intelligent detection model: according to data on a sewage treatment reference simulation model platform, determining the input of an effluent total nitrogen intelligent detection model by adopting an auxiliary variable selection method based on mutual information, wherein the method comprises the following steps: the mixed liquid suspended solid, the effluent solid suspended matter, the effluent chemical oxygen demand, the inlet total nitrogen, the inlet chemical oxygen demand and the inlet water flow, and the output variable of the model is the outlet total nitrogen detection value;
(2) Constructing an effluent total nitrogen intelligent detection model;
the method comprises the following steps of establishing an effluent total nitrogen intelligent detection model by utilizing a dynamic fuzzy neural network, wherein the dynamic fuzzy neural network structure comprises the following steps: the system comprises an input layer, an RBF layer, a regularization layer and an output layer; at the initial moment, the structure of the neural network is 6-0-0-1, the input layer has 6 neurons, and the input vector of the network is x = (x) 1 ,x 2 ,...,x 6 ) T ,x 1 ,x 2 ,x 3 ,x 4 ,x 5 ,x 6 Respectively is mixed solution suspended solid, water outlet chemical oxygen demand, water inlet total nitrogen, water inlet chemical oxygen demand and water inlet flow; the RBF layer and the regularization layer have no neurons; the output layer is provided with 1 neuron, and the output value is the detection value of the total nitrogen of the effluent; defining the output of the dynamic fuzzy neural network as y, and calculating as follows:
(1) an input layer: this layer consists of 6 neurons, the output of each neuron being:
u i =x i ,i=1,2,...,6 (1)
wherein u is i Is the output of the ith input layer neuron at time k;
(2) RBF layer: this layer consists of K neurons, the output of each neuron being:
Figure BDA0003848310340000021
wherein the content of the first and second substances,
Figure BDA0003848310340000022
representing the corresponding output of the jth RBF layer neuron, c ij And σ ij Are respectively provided withThe center and width of the Gaussian membership function;
(3) and (3) a regularization layer: this layer consists of K neurons, the output of each neuron being:
Figure BDA0003848310340000023
wherein h is j Representing the output of the jth neuron of the layer;
(4) an output layer: the output of the output layer is:
Figure BDA0003848310340000024
wherein, w j The connection weight value from the jth regularization layer neuron to the output layer neuron;
(3) A dynamic fuzzy neural network is constructed based on a self-organizing add-delete mechanism and a second-order gradient algorithm, and the method specifically comprises the following steps:
(1) at the initial moment, no rule is contained in the network;
(2) the sample with the largest absolute expected output value is found, a first rule is added according to the sample,
at the initial moment, the number of rules is 0, first the sample p with the largest absolute expected output is found 1
p 1 =argmax[||y d1 ||,||y d2 ||,...,||y dp ||,...||y dP ||] (5)
Wherein, y dp Desired output for the p-th sample, y p For the actual output of the P-th sample by the dynamic fuzzy neural network, P is the number of training samples, and accordingly, the initial parameters of the first rule are respectively set as follows:
Figure BDA0003848310340000036
σ 1 =d 1 (7)
Figure BDA0003848310340000037
wherein x is p1 ,y dp1 Is the p th 1 Input and output of individual samples, d 1 =[d 1 ,...,d 1 ]∈i M Is the value of an element d 1 Vectors that are all 1;
(3) and adjusting the current network parameters by adopting a second-order gradient algorithm, wherein the calculation formula is as follows:
ψ t+1 =ψ t -(Q t +μI) -1 g t (9)
wherein psi is a parameter vector including all network parameters (i.e. center, width, weight) to be adjusted, Q is a hessian-like matrix, μ is a learning rate, I is an identity matrix, and g is a gradient vector. To improve computational efficiency, the computation of the hessian-like matrix may be converted to a summation of the P hessian-like sub-matrices. Similarly, the computation of the gradient vector g may be converted to a summation of the P gradient sub-vectors, as shown in the following equation:
Figure BDA0003848310340000031
Figure BDA0003848310340000032
wherein the Hessian-like submatrix and the gradient subvector can be calculated by:
Figure BDA0003848310340000033
Figure BDA0003848310340000034
wherein the Jacobian vector j p Is calculated as follows:
Figure BDA0003848310340000035
wherein K is the number of rules, M is the dimension of the input vector, and the elements in the Jacobian vector in the above formula can be calculated by the following formula by using the differential chain rule:
Figure BDA0003848310340000041
Figure BDA0003848310340000042
Figure BDA0003848310340000043
(4) calculating the current error vector of the network, finding out the sample where the error peak point is located, adding a new rule at the sample, then adjusting the network parameters according to the formulas (9) - (17),
at time k, the error vector is calculated as follows:
e(k)=[e 1 (k),e 2 (k)...,e p (k),...,e P (k)] (18)
wherein e is p (k) Error for the p sample at time k:
e p (k)=y dp -y p (k) (19)
wherein, y dp And y p (k) Respectively obtaining the expected output of the p-th sample and the actual output at the k moment; searching a sample position p where a current error peak point is located k
p k =argmax||e(k)|| (20)
Based on the sample, a rule is added, and the initial parameters of the added rule are respectively set as follows:
Figure BDA0003848310340000047
σ k =d k (22)
Figure BDA0003848310340000048
wherein x is pk ,y dpk Are respectively the p-th k Input and output of individual samples, d k =[d k ,...,d k ]∈ M Is a value of an element
Figure BDA0003848310340000044
The vector of (a) is determined,
Figure BDA0003848310340000045
and the minimum Euclidean distance between the current newly-added RBF layer neuron and the existing RBF layer neuron is represented. And (4) adjusting the network parameters according to the step (3) after the new rule is increased.
(5) In the rule growth process, the network learning precision is measured by Root Mean Square Error (RMSE):
Figure BDA0003848310340000046
if the number of the rules reaches K max Or the network learning precision reaches E d Storing the current mean square error RMSE1 and entering the step (6), otherwise continuing the regular growth according to the step (4).
(6) Calculating the activation intensity of all rules in the network, deleting the rule with the minimum activation intensity (corresponding RBF layer neuron and regularization layer neuron), adjusting the network parameters according to the step (3), calculating the learning precision RMSE2 of the pruned network,
the activation strength of the jth rule in the network is defined as follows:
Figure BDA0003848310340000051
Figure BDA0003848310340000052
wherein the content of the first and second substances,
Figure BDA0003848310340000053
an ith dimension input representing a p sample;
(7) comparing the learning accuracy RMSE1 and RMSE2 of the network before and after the deletion of the rule, and if the current RMSE2 is less than or equal to the RMSE1, turning to the step (4) to continue the pruning process; otherwise, the structure before regular pruning is recovered, and the construction of the dynamic fuzzy neural network structure is completed.
(4) Taking a test sample as the input of the trained dynamic fuzzy neural network, and updating the fuzzy neural network by adopting a grading updating strategy, wherein the output of the network is the measured value of the total nitrogen concentration of the effluent, and the method specifically comprises the following steps:
(1) for the online samples at time t { x (t), y d (t), updating the data within the sliding window and calculating the current accumulated error:
Figure BDA0003848310340000054
wherein, E t For the accumulated error calculated at time t, λ is the forgetting factor, e i (t) is the error of the ith online sample at the time t, lambda epsilon (0, 1) is a forgetting factor, and lambda =0.5 is taken in order to balance the proportion of the new sample and the historical sample in the accumulated error;
(2) according to the current accumulated error E t Calculating an activation intensity threshold:
Figure BDA0003848310340000055
wherein eta max Setting eta for maximum value of activation intensity according to current actual value of activation intensity max =0.3;
(3) Calculating the activation intensity of all rules in the current network, if the activation intensity of all the rules is greater than eta t Updating the rule back-part parameters with the activation strength larger than the threshold value by adopting the following recursive least square algorithm, and turning to the step (5):
w * (t)=w * (t-1)+h(t)P(t-1)(y d (t)-y(t)) (29)
Figure BDA0003848310340000061
wherein the content of the first and second substances,
Figure BDA0003848310340000067
K * h (t) is a regularization layer output matrix, P is a covariance matrix, P (0) = α I, α =10, for the number of rules for which the activation strength is greater than the threshold value 5
(4) If all the rule activation strengths are smaller than the threshold, updating all the rule front and back piece parameters in the network according to the formulas (9) - (17), and firstly, calculating the model differences corresponding to all the samples in the sliding window at the time t:
Figure BDA0003848310340000062
wherein the content of the first and second substances,
Figure BDA0003848310340000063
representing the model at the time t-1,
Figure BDA0003848310340000064
representing the updated model based on the samples at time t. When the whole updating is needed each time, the model updating differences corresponding to all samples in the window are calculated, and the sample with the maximum difference is found
Figure BDA0003848310340000065
Based on
Figure BDA0003848310340000066
Updating all the parameters of the front and back pieces of the rule according to the formulas (9) - (17);
(5) and (4) continuously updating the model according to the steps (1) to (4), and calculating to obtain the output of the dynamic fuzzy neural network, namely the detection value of the total nitrogen concentration of the effluent after the model is updated based on all online data.
Compared with the prior art, the invention has the following obvious advantages and beneficial effects:
1. aiming at the problems existing in the current urban sewage treatment effluent total nitrogen measurement, the invention adopts a self-organizing addition and deletion mechanism and a second-order learning algorithm to construct a dynamic fuzzy neural network according to the characteristic that the fuzzy neural network has good learning ability and reasoning ability, establishes an effluent total nitrogen intelligent detection model with a simplified structure, and realizes the high-precision real-time measurement of the effluent total nitrogen.
2. The dynamic fuzzy neural network adopted by the method for establishing the intelligent detection model can be updated in a self-adaptive manner according to the change of the current environment, so that the self-adaptability of the model is improved, and the intelligent detection model for the total nitrogen of the effluent has higher measurement precision all the time in a non-stable environment.
Drawings
FIG. 1 is a dynamic fuzzy neural network topology of the present invention;
FIG. 2 is a flow chart of the method of the present invention;
FIG. 3 is a graph of the dynamic fuzzy neural network test results of the present invention;
FIG. 4 is a graph of the dynamic fuzzy neural network test error of the present invention;
Detailed Description
According to the invention, by utilizing data on a sewage treatment reference simulation model platform, 6 variables with large correlation with total effluent nitrogen are selected as the input of an intelligent detection model through mutual information analysis, and the total effluent nitrogen is output as the model. All variables in the data before the experiment need to be normalized, and simultaneously, the network output result is subjected to inverse normalization. 672 groups of simulation data are selected as a training data set and used for establishing an intelligent detection model of the total nitrogen of the effluent, and the rest 672 groups of simulation data are selected as a test data set and used for updating the model and evaluating the model, and simulation is carried out under the environment of Microsoft Windows 11 and MATLAB 2020 b.
(1) Determining input variables and output variables of an effluent total nitrogen intelligent detection model: according to data on a sewage treatment reference simulation model platform, determining the input of an effluent total nitrogen intelligent detection model by adopting an auxiliary variable selection method based on mutual information, wherein the method comprises the following steps: the mixed liquid suspended solid, the effluent solid suspended matter, the effluent chemical oxygen demand, the inlet total nitrogen, the inlet chemical oxygen demand and the inlet water flow, and the output variable of the model is the outlet total nitrogen detection value;
(2) Constructing an effluent total nitrogen intelligent detection model;
the method comprises the following steps of establishing an effluent total nitrogen intelligent detection model by utilizing a dynamic fuzzy neural network, wherein the dynamic fuzzy neural network structure comprises the following steps: the system comprises an input layer, an RBF layer, a regularization layer and an output layer; at the initial moment, the structure of the neural network is 6-0-0-1, the input layer has 6 neurons, and the input vector of the network is x = (x is the number of the neurons in the input layer 1 ,x 2 ,...,x 6 ) T ,x 1 ,x 2 ,x 3 ,x 4 ,x 5 ,x 6 Respectively is mixed solution suspended solid, water outlet chemical oxygen demand, water inlet total nitrogen, water inlet chemical oxygen demand and water inlet flow; the RBF layer and the regularization layer have no neurons; the output layer is provided with 1 neuron, and the output value is the detection value of the total nitrogen of the effluent; defining the output of the dynamic fuzzy neural network as y, and calculating as follows:
(1) an input layer: this layer consists of 6 neurons, the output of each neuron being:
u i =x i ,i=1,2,...,6 (32)
wherein u is i Is the output of the ith input layer neuron at time k;
(2) RBF layer: this layer consists of K neurons, the output of each neuron being:
Figure BDA0003848310340000071
wherein, the first and the second end of the pipe are connected with each other,
Figure BDA0003848310340000072
corresponding output representing the jth RBF layer neuron, c ij And σ ij Respectively the center and the width of the Gaussian membership function;
(3) a regularization layer: this layer consists of K neurons, the output of each neuron being:
Figure BDA0003848310340000073
wherein h is j Representing the output of the jth neuron of the layer;
(4) an output layer: the output of the output layer is:
Figure BDA0003848310340000081
wherein, w j The connection weight value from the jth regularization layer neuron to the output layer neuron;
(3) A dynamic fuzzy neural network is constructed based on a self-organizing add-delete mechanism and a second-order gradient algorithm, and the method specifically comprises the following steps:
(1) at the initial moment, no rule is contained in the network;
(2) the sample with the largest absolute expected output value is found, a first rule is added according to the sample,
at the initial moment, the number of rules is 0, first the sample p with the largest absolute expected output is found 1
p 1 =argmax[||y d1 ||,||y d2 ||,...,||y dp ||,...||y dP ||] (36)
Wherein, y dp Desired output for the p-th sample, y p For the actual output of the P-th sample by the dynamic fuzzy neural network, P is the number of training samples, and accordingly, the initial parameters of the first rule are respectively set as follows:
Figure BDA0003848310340000083
σ 1 =d 1 (38)
Figure BDA0003848310340000084
wherein x is p1 ,y dp1 Is the p th 1 Input and output of individual samples, d 1 =[d 1 ,...,d 1 ]∈ M Is an element value d 1 Vectors that are all 1;
(3) and adjusting the current network parameters by adopting a second-order gradient algorithm, wherein the calculation formula is as follows:
ψ t+1 =ψ t -(Q t +μI) -1 g t (40)
wherein psi is a parameter vector including all network parameters (i.e. center, width, weight) to be adjusted, Q is a hessian-like matrix, μ is a learning rate, I is an identity matrix, and g is a gradient vector. To improve the computational efficiency, the computation of the hessian-like matrices can be converted into a summation of the P hessian-like submatrices. Similarly, the computation of the gradient vector g may be translated into a summation of the P gradient subvectors as shown in the following equation:
Figure BDA0003848310340000082
Figure BDA0003848310340000091
wherein the Hessian-like submatrix and the gradient subvector can be calculated by:
Figure BDA0003848310340000092
Figure BDA0003848310340000093
wherein the Jacobian vector j p Is calculated as follows:
Figure BDA0003848310340000094
wherein K is the number of rules, M is the dimension of the input vector, and the elements in the Jacobian vector in the above formula can be calculated by the following formula by using the differential chain rule:
Figure BDA0003848310340000095
Figure BDA0003848310340000096
Figure BDA0003848310340000097
(4) calculating the current error vector of the network, finding out the sample where the error peak point is located, adding a new rule at the sample, then adjusting the network parameters according to the formulas (40) - (48),
at time k, the error vector is calculated as follows:
e(k)=[e 1 (k),e 2 (k)...,e p (k),...,e P (k)] (49)
wherein e is p (k) Error for the p sample at time k:
e p (k)=y dp -y p (k) (50)
wherein, y dp And y p (k) Respectively obtaining the expected output of the p-th sample and the actual output at the k moment; searching the sample position p where the current error peak point is located k
p k =arg max||e(k)|| (51)
Based on the sample, a rule is added, and the initial parameters of the added rule are respectively set as follows:
Figure BDA0003848310340000098
σ k =d k (53)
Figure BDA0003848310340000101
wherein, the first and the second end of the pipe are connected with each other,
Figure BDA0003848310340000102
are respectively the p-th k Input and output of samples, d k =[d k ,...,d k ]∈ M Is a value of an element
Figure BDA0003848310340000103
The vector of (a) is calculated,
Figure BDA0003848310340000104
and the minimum Euclidean distance between the current newly-added RBF layer neuron and the existing RBF layer neuron is represented. And (4) adjusting the network parameters according to the step (3) after the new rule is increased.
(5) In the rule growth process, the network learning precision is measured by Root Mean Square Error (RMSE):
Figure BDA0003848310340000105
if the number of rules reaches K max Or the network learning precision reaches E d Storing the current mean square error RMSE1 and entering the step (6), otherwise continuing the regular growth according to the step (4).
(6) Calculating the activation intensity of all the rules in the network, deleting the rule with the minimum activation intensity (corresponding RBF layer neuron and regularization layer neuron), adjusting the network parameters according to the step (3), calculating the learning precision RMSE2 of the pruned network,
the activation strength of the jth rule in the network is defined as follows:
Figure BDA0003848310340000106
Figure BDA0003848310340000107
wherein the content of the first and second substances,
Figure BDA0003848310340000108
an ith dimension input representing a p sample;
(7) comparing the learning precision RMSE1 and RMSE2 of the network before and after the deletion of the rule, and if the current RMSE2 is less than or equal to RMSE1, turning to the step (4) to continue the pruning process; otherwise, the structure before regular pruning is recovered, and the construction of the dynamic fuzzy neural network structure is completed.
(4) Taking a test sample as the input of the trained dynamic fuzzy neural network, and updating the fuzzy neural network by adopting a graded updating strategy, wherein the output of the network is the detection value of the total nitrogen concentration of the effluent, and the method specifically comprises the following steps:
(1) for the online samples at time t { x (t), y d (t), updating the data within the sliding window and calculating the current accumulated error:
Figure BDA0003848310340000111
wherein E is t For the accumulated error calculated at time t, λ is the forgetting factor, e i (t) is the error of the ith online sample at the time t, lambda epsilon (0, 1) is a forgetting factor, and lambda =0.5 is taken in order to balance the proportion of the new sample and the historical sample in the accumulated error;
(2) according to the current accumulated error E t Calculating an activation intensity threshold:
Figure BDA0003848310340000112
wherein eta is max To activateIntensity maximum value, setting eta according to current activation intensity actual value max =0.3;
(3) Calculating the activation intensity of all rules in the current network, and if the activation intensity of all rules is greater than eta t Updating the rule back-part parameters with the activation intensity larger than the threshold value by adopting the following recursive least square algorithm, and turning to the step (5):
w * (t)=w * (t-1)+h(t)P(t-1)(y d (t)-y(t)) (60)
Figure BDA0003848310340000113
wherein, w * (t)=[w 1 (t),...,w j* (t),...,w K* (t)],K * H (t) is a regularization layer output matrix, P is a covariance matrix, P (0) = α I, α =10, for the number of rules for which the activation strength is greater than the threshold value 5
(4) If all the rule activation strengths are smaller than the threshold, updating all the rule front-and-back piece parameters in the network according to formulas (40) - (48), and firstly, calculating the model differences corresponding to all samples in a sliding window at the time t:
Figure BDA0003848310340000114
wherein, the first and the second end of the pipe are connected with each other,
Figure BDA0003848310340000115
representing the model at the time t-1,
Figure BDA0003848310340000116
representing the updated model based on the time t samples. When the whole updating is needed each time, the model updating differences corresponding to all samples in the window are calculated, and the sample with the maximum difference is found
Figure BDA0003848310340000117
Based on
Figure BDA0003848310340000118
Updating all rule front and back piece parameters according to formulas (40) - (48);
(5) continuously updating the model according to the steps (1) to (4), and calculating to obtain the output of the neural network, namely the detection result of the total nitrogen concentration of effluent after the model is updated based on all online data, wherein as shown in fig. 3, an X axis is the number of test samples, a Y axis is the measured value of the total nitrogen concentration of effluent, the unit is milligram/liter, a solid line is an actual output value, and a dotted line with a ". Multidot." identifier is a dynamic fuzzy neural network output value; the detection error of the total nitrogen concentration of the effluent is shown in fig. 4, the X axis is the number of the test samples, and the Y axis is the detection error of the total nitrogen concentration of the effluent, and the unit is milligram/liter.
It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the invention. It should be noted that the above-mentioned embodiments illustrate rather than limit the invention, and that modifications and variations can be made without departing from the spirit and scope of the invention as defined by the appended claims.

Claims (4)

1. An effluent total nitrogen intelligent detection method based on a dynamic fuzzy neural network is characterized by comprising the following steps:
step 1: determining an input variable and an output variable of an effluent total nitrogen intelligent detection model;
according to data on a sewage treatment benchmark simulation model platform, an auxiliary variable selection method based on mutual information is adopted to determine input variables of an effluent total nitrogen intelligent detection model, wherein the input variables are respectively as follows: the mixed liquid suspended solid, the effluent solid suspended matter, the effluent chemical oxygen demand, the inlet total nitrogen, the inlet chemical oxygen demand and the inlet water flow, and the output variable of the model is the outlet total nitrogen detection value;
step 2: constructing an effluent total nitrogen intelligent detection model;
an intelligent detection model of the total nitrogen of effluent is established by utilizing a dynamic fuzzy neural network, and the structure of the dynamic fuzzy neural network comprises the following steps: the system comprises an input layer, an RBF layer, a regularization layer and an output layer;at the initial moment, the structure of the neural network is 6-0-0-1, the input layer has 6 neurons, and the input vector of the network is x = (x) 1 ,x 2 ,...,x 6 ) T ,x 1 ,x 2 ,x 3 ,x 4 ,x 5 ,x 6 Respectively is mixed solution suspended solid, water outlet chemical oxygen demand, water inlet total nitrogen, water inlet chemical oxygen demand and water inlet flow; the RBF layer and the regularization layer have no neurons; the output layer is provided with 1 neuron, and the output value is the detection value of the total nitrogen of the effluent;
and step 3: constructing a dynamic fuzzy neural network based on a self-organizing add-delete mechanism and a second-order gradient algorithm;
and 4, step 4: and taking the test sample as the input of the trained fuzzy neural network, and updating the fuzzy neural network by adopting a grading updating strategy, wherein the output of the network is the detection result of the total nitrogen concentration of the effluent.
2. The intelligent detection method for total nitrogen in effluent based on the dynamic fuzzy neural network as claimed in claim 1, wherein the output y of the dynamic fuzzy neural network in step 2 is calculated as follows:
(1) an input layer: this layer consists of 6 neurons, each with an output of:
u i =x i ,i=1,2,...,6 (1)
wherein u is i Is the output of the ith input layer neuron at time k;
(2) RBF layer: this layer consists of K neurons, the output of each neuron being:
Figure FDA0003848310330000011
wherein the content of the first and second substances,
Figure FDA0003848310330000012
representing the corresponding output of the jth RBF layer neuron, c ij And σ ij Respectively the center and the width of the Gaussian membership function;
(3) a regularization layer: this layer consists of K neurons, the output of each neuron being:
Figure FDA0003848310330000021
wherein h is j Represents the output of the jth neuron of the layer;
(4) an output layer: the output of the output layer is:
Figure FDA0003848310330000022
wherein, w j The connection weight for the jth regularization layer neuron to the output layer neuron.
3. The intelligent detection method for total nitrogen in effluent based on the dynamic fuzzy neural network as claimed in claim 1, wherein step 3 specifically comprises:
(1) at the initial moment, no rule is contained in the network;
(2) the sample with the largest absolute expected output value is found, a first rule is added according to the sample,
at the initial moment, the number of rules is 0, and first the sample p with the maximum absolute expected output is found 1
p 1 =arg max[||y d1 ||,||y d2 ||,...,||y dp ||,...||y dP ||] (5)
Wherein, y dp Desired output for the p-th sample, y p For the actual output of the P-th sample by the dynamical fuzzy neural network, P is the number of training samples, and accordingly, the initial parameters of the first rule are respectively set as follows:
Figure FDA0003848310330000026
σ 1 =d 1 (7)
Figure FDA0003848310330000023
wherein the content of the first and second substances,
Figure FDA0003848310330000024
is the p th 1 Input and output of samples, d 1 =[d 1 ,...,d 1 ]∈ M Is the value of an element d 1 Vectors that are all 1;
(3) and adjusting the current network parameters by adopting a second-order gradient algorithm, and calculating as follows:
ψ t+1 =ψ t -(Q t +μI) -1 g t (9)
wherein psi is a parameter vector and comprises all network parameters needing to be adjusted, namely center, width and weight, Q is a Hessian-like matrix, mu is a learning rate, I is a unit matrix, and g is a gradient vector;
converting the calculation of the Hessian-like matrix into summation of P Hessian-like submatrices; the calculation of the gradient vector g translates into a summation of the P gradient subvectors as shown in the following equation:
Figure FDA0003848310330000031
Figure FDA0003848310330000032
wherein the Hessian-like submatrix and the gradient subvector are calculated by the following formulas:
Figure FDA0003848310330000033
Figure FDA0003848310330000034
wherein the Jacobian vector j p Is calculated as follows:
Figure FDA0003848310330000035
wherein K is the number of rules, M is the dimension of the input vector, and the elements in the Jacobian vector in the above formula are calculated by the following formula by using the differential chain rule:
Figure FDA0003848310330000036
Figure FDA0003848310330000037
Figure FDA0003848310330000038
(4) calculating the current error vector of the network, finding out the sample where the error peak point is located, adding a new rule at the sample, then adjusting the network parameters according to the formulas (9) - (17),
at time k, the error vector is calculated as follows:
e(k)=[e 1 (k),e 2 (k)...,e p (k),...,e P (k)] (18)
wherein e is p (k) Error for the p sample at time k: e.g. of the type p (k)=y dp -y p (k) (19)
Wherein, y dp And y p (k) The expected output and the actual output at the k moment of the p sample are respectively; searching the sample position p where the current error peak point is located k
p k =arg max||e(k)|| (20)
Based on the sample, a new rule is added, and the initial parameters of the new rule are respectively set as follows:
Figure FDA0003848310330000049
σ k =d k (22)
Figure FDA0003848310330000041
wherein the content of the first and second substances,
Figure FDA0003848310330000042
are respectively the p-th k Input and output of individual samples, d 1 =[d 1 ,...,d 1 ]∈ M Is a value of an element
Figure FDA0003848310330000043
The vector of (a) is determined,
Figure FDA0003848310330000044
representing the minimum Euclidean distance between the current newly-added RBF layer neuron and the existing RBF layer neuron; after the new rule is increased, adjusting the network parameters according to the step (3);
(5) in the rule growth process, the network learning precision is measured by Root Mean Square Error (RMSE):
Figure FDA0003848310330000045
if the number of the rules reaches K max Or the network learning precision reaches E d If yes, storing the current mean square error RMSE1, and entering the step (6), otherwise, continuing to increase the rule according to the step (4);
(6) calculating the activation intensity of all the rules in the network, deleting the rule with the minimum activation intensity (corresponding RBF layer neuron and regularization layer neuron), adjusting the network parameters according to the step (3), calculating the learning precision RMSE2 of the pruned network,
the activation strength of the jth rule in the network is defined as follows:
Figure FDA0003848310330000046
Figure FDA0003848310330000047
wherein the content of the first and second substances,
Figure FDA0003848310330000048
an ith dimension input representing a p sample;
(7) comparing the learning precision RMSE1 and RMSE2 of the network before and after the deletion of the rule, and if the current RMSE2 is less than or equal to RMSE1, turning to the step (4) to continue the pruning process; otherwise, the structure before regular pruning is recovered, and the construction of the dynamic fuzzy neural network structure is completed.
4. The intelligent detection method for total nitrogen in effluent based on the dynamic fuzzy neural network as claimed in claim 1, wherein the step 4 is specifically as follows:
(1) for the online samples at time t { x (t), y d (t), updating the data within the sliding window and calculating the current accumulated error:
Figure FDA0003848310330000051
wherein E is t For the accumulated error calculated at time t, λ is the forgetting factor, e i (t) is the error of the ith online sample at the time t, λ e (0, 1) is a forgetting factor, and λ =0.5 in order to balance the specific gravity of the new sample and the historical sample in the accumulated error;
(2) according to the current accumulated error E t Calculating an activation intensity threshold:
Figure FDA0003848310330000052
wherein eta is max Setting eta for maximum value of activation intensity according to current actual value of activation intensity max =0.3;
(3) Calculating the activation intensity of all rules in the current network, and if the activation intensity of all rules is greater than eta t Updating the rule back-part parameters with the activation intensity larger than the threshold value by adopting the following recursive least square algorithm and transferring to the step (5):
w * (t)=w * (t-1)+h(t)P(t-1)(y d (t)-y(t)) (29)
Figure FDA0003848310330000053
wherein the content of the first and second substances,
Figure FDA0003848310330000054
K * h (t) is a regularization layer output matrix, P is a covariance matrix, P (0) = α I, α =10, for the number of rules for which the activation strength is greater than the threshold value 5
(4) If all the rule activation strengths are smaller than the threshold, updating all the rule front and back piece parameters in the network according to the formulas (9) - (17), and firstly, calculating the model differences corresponding to all the samples in the sliding window at the time t:
Figure FDA0003848310330000055
wherein the content of the first and second substances,
Figure FDA0003848310330000056
representing the model at the time t-1,
Figure FDA0003848310330000057
representing the updated model based on the samples at the time t; when the whole updating is needed each time, the model updating differences corresponding to all the samples in the window are calculated, and the sample with the maximum difference is found
Figure FDA0003848310330000058
Based on
Figure FDA0003848310330000059
Updating all the parameters of the front and back pieces of the rule according to the formulas (9) - (17);
(5) and (5) continuously updating the model according to the steps (1) to (4), and calculating to obtain the output of the dynamic fuzzy neural network, namely the detection result of the total nitrogen concentration of the effluent after the model is updated based on all on-line data.
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