CN115557600B - Artificial neural network intelligent aeration device for biochemical reaction and control method thereof - Google Patents
Artificial neural network intelligent aeration device for biochemical reaction and control method thereof Download PDFInfo
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- 238000005273 aeration Methods 0.000 title claims abstract description 48
- 238000000034 method Methods 0.000 title claims abstract description 28
- 238000005842 biochemical reaction Methods 0.000 title claims abstract description 26
- 238000013528 artificial neural network Methods 0.000 title claims abstract description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 99
- 238000012544 monitoring process Methods 0.000 claims abstract description 42
- 238000003062 neural network model Methods 0.000 claims abstract description 29
- 238000004364 calculation method Methods 0.000 claims abstract description 5
- 210000002569 neuron Anatomy 0.000 claims description 34
- 239000010865 sewage Substances 0.000 claims description 18
- 239000010802 sludge Substances 0.000 claims description 13
- 238000005276 aerator Methods 0.000 claims description 11
- 238000000926 separation method Methods 0.000 claims description 11
- 239000012528 membrane Substances 0.000 claims description 9
- 239000006185 dispersion Substances 0.000 claims description 6
- 230000001105 regulatory effect Effects 0.000 claims description 5
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims description 4
- 239000001301 oxygen Substances 0.000 claims description 4
- 229910052760 oxygen Inorganic materials 0.000 claims description 4
- 230000000694 effects Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000001276 controlling effect Effects 0.000 description 2
- 230000009191 jumping Effects 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 241001148470 aerobic bacillus Species 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000003851 biochemical process Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 230000000593 degrading effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000005189 flocculation Methods 0.000 description 1
- 230000016615 flocculation Effects 0.000 description 1
- 238000010801 machine learning Methods 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000012163 sequencing technique Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/1236—Particular type of activated sludge installations
- C02F3/1263—Sequencing batch reactors [SBR]
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/1236—Particular type of activated sludge installations
- C02F3/1268—Membrane bioreactor systems
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F7/00—Aeration of stretches of water
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- G—PHYSICS
- G05—CONTROLLING; REGULATING
- G05B—CONTROL OR REGULATING SYSTEMS IN GENERAL; FUNCTIONAL ELEMENTS OF SUCH SYSTEMS; MONITORING OR TESTING ARRANGEMENTS FOR SUCH SYSTEMS OR ELEMENTS
- G05B13/00—Adaptive control systems, i.e. systems automatically adjusting themselves to have a performance which is optimum according to some preassigned criterion
- G05B13/02—Adaptive control systems, i.e. systems automatically adjusting themselves to have a performance which is optimum according to some preassigned criterion electric
- G05B13/04—Adaptive control systems, i.e. systems automatically adjusting themselves to have a performance which is optimum according to some preassigned criterion electric involving the use of models or simulators
- G05B13/042—Adaptive control systems, i.e. systems automatically adjusting themselves to have a performance which is optimum according to some preassigned criterion electric involving the use of models or simulators in which a parameter or coefficient is automatically adjusted to optimise the performance
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/02—Temperature
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/04—Oxidation reduction potential [ORP]
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- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
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- C02F2209/06—Controlling or monitoring parameters in water treatment pH
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- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/08—Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
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- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/40—Liquid flow rate
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- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
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- Y02W10/10—Biological treatment of water, waste water, or sewage
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Abstract
The invention discloses an artificial neural network intelligent aeration device for biochemical reaction and a control method thereof, which comprises the steps of deploying a neural network model in a controller, the neural network model is used for adjusting network parameters according to the data acquired by the inlet water quality monitoring assembly and the outlet water quality monitoring assembly, so that the aeration rate can be accurately controlled according to the water quality, the water quantity and the external environment by optimizing the calculation process.
Description
Technical Field
The invention relates to the technical field of sewage treatment, in particular to an artificial neural network intelligent aeration device for biochemical reaction and a control method thereof.
Background
The SBR water treatment process is a sequencing batch activated sludge process, which is also called batch activated sludge process sewage treatment process. The SBR technology is based on a technology of wastewater biological treatment activated sludge method for degrading pollutants such as organic matters, ammonia nitrogen and the like in sewage under aerobic-anoxic-anaerobic conditions by using microorganisms growing in suspension. In order to provide aerobic conditions, aeration is needed in the SBR biochemical reaction tank, and aeration is usually provided in the form of an aerator, and the aeration is stopped in the anoxic-anaerobic stage.
The aeration quantity directly determines the growth activity of aerobic microorganisms, plays an important role in biochemical reaction stages such as degradation of organic matters, nitrification and the like, if the aeration quantity is insufficient, dissolved oxygen in water is insufficient, aerobic bacteria cannot normally survive, so that the activity of sludge is inhibited, the nitrification is insufficient, the chemical oxygen demand of effluent and ammonia nitrogen are out of standard, the quality of effluent water is affected, and if the aeration quantity is excessive, namely the aeration quantity exceeds the oxygen quantity actually required by activated sludge treatment sewage, the activated sludge is oxidized by itself, and bad effects such as sludge aging flocculation decomposition, sludge expansion and the like are caused, and if the excessive aeration has negative effects on the process, the unnecessary energy consumption is increased.
The prior aeration technology cannot be adjusted and optimized according to water quality, water quantity and external environment, so that the aeration quantity is inaccurate.
Disclosure of Invention
Aiming at the defects in the prior art, the artificial neural network intelligent aeration device for biochemical reaction and the control method thereof solve the problem that the existing aeration technology cannot be adjusted and optimized according to water quality, water quantity and external environment, so that the aeration quantity is inaccurate.
In order to achieve the aim of the invention, the technical scheme adopted by the invention is that the artificial neural network intelligent aeration device for biochemical reaction comprises a controller, an aerator, an adjusting tank, an SBR biochemical tank, an MBR membrane separation tank, a water outlet tank, a water inlet quality monitoring component and a water outlet quality monitoring component;
The sewage treatment device comprises an adjusting tank, a water inlet water quality monitoring component, an aeration machine and a controller, wherein the adjusting tank is internally provided with a lifting pump which is used for pumping sewage which is collected into the adjusting tank into the SBR biochemical tank, the SBR biochemical tank is used for carrying out biochemical reaction on the sewage and collecting the sewage after the biochemical reaction into the MBR membrane separation tank, the MBR membrane separation tank is used for carrying out mud-water separation on the sewage after the biochemical reaction to obtain filtered water, the water outlet tank is used for containing the filtered water, the water inlet water quality monitoring component is inserted into the adjusting tank and used for collecting water inlet data and sending the water inlet data to the controller, the water outlet water quality monitoring component is inserted into the SBR biochemical tank and used for collecting water quality data in the aeration process and sending the water quality data to the controller, and the controller is used for controlling the aeration amount of the aeration machine according to the water inlet data and the water quality data.
Further, the inlet water quality monitoring component comprises a flowmeter, a COD detector, a TP detector, a TN detector, a DO detector, a temperature detector and a pH detector, and the outlet water quality monitoring component comprises a COD detector, a TP detector, a TN detector, a DO detector, a sludge concentration detector, a pH detector and an ORP detector.
A control method of an artificial neural network intelligent aeration device for biochemical reaction comprises the following steps:
S1, training a neural network model according to data acquired by a water inlet water quality monitoring assembly and a water outlet water quality monitoring assembly to obtain a primarily trained neural network model;
s2, deploying the primarily trained neural network model in a controller;
s3, acquiring data of the inlet water quality monitoring assembly and the outlet water quality monitoring assembly in real time, inputting the data into a controller, and adjusting network parameters of a primarily trained neural network model;
and S4, calculating the aeration quantity of the aerator according to the adjusted neural network model.
Further, the neural network model in the step S1 comprises an input layer, an implicit layer and an output layer;
the relationship between the input layer and the output layer is:
Wherein Y is the output of the output layer, X k is the kth input quantity of the input layer, K is the quantity of the input quantity, For the actual output corresponding to the kth input, C jk is the radial base center corresponding to the kth input of the jth hidden layer neuron, sigma j is the radial base width of the jth hidden layer neuron, D jk is the weight of the kth input of the jth hidden layer neuron, L is the number of hidden layer neurons, w j is the weight of the jth hidden layer neuron, and N is the number of hidden layer neurons.
Further, the acquiring the radial base center includes the steps of:
a1, calculating the distance between all input quantities to obtain a sample distance set;
a2, selecting a plurality of different sample distances from the sample distance set as initial centers;
a3, calculating the distance from a plurality of input quantities to each initial center;
A4, judging whether the distance is smaller than a distance threshold, if so, adding the input quantity into the corresponding initial center to obtain a plurality of similar sets, otherwise, taking the distance as a new initial center, and jumping to the step A3 until all the input quantity is distributed to the similar sets;
a5, obtaining a radial base center according to all input quantities in the similar set.
The further scheme has the beneficial effects that a plurality of different sample distances are selected from the sample distance set to serve as initial centers, a plurality of initial centers can be obtained, input quantities close to the initial centers are found and are classified into a similar set, the distances among the input quantities in the similar set are lower than a distance threshold, when the input quantities are far away from the existing initial center, namely the distance threshold is not met, the distance is taken as a new initial center, and therefore each input quantity can be classified into the corresponding similar set, and the radial base center can be found in a self-adaptive mode.
Further, the calculation formula of the radial base center in the step A5 is as follows:
Wherein, C jk is the radial base center corresponding to the kth input quantity of the neuron of the jth hidden layer in a similar set, P is the quantity of the input quantity in the similar set, and X k is the kth input quantity of the input layer.
Further, the weight update formula of the jth hidden layer neuron is as follows:
wj i+1=wj i-△wj i
Wherein w j i+1 is the weight of the jth hidden layer neuron of the (i+1) th iteration, w j i is the weight of the jth hidden layer neuron of the (i) th iteration, and Δw j i is the weight variation of the jth hidden layer neuron of the (i) th iteration.
Further, the formula of the weight change amount Δw j i is:
Wherein, eta is the moving step length, For the gradient mean value estimator of the i-1 th iteration, θ i-1 is the gradient statistical dispersion estimator of the i-1 th iteration, λ i-1 is the attenuation factor of the i-1 th iteration, λ i-2 is the attenuation factor of the i-2 nd iteration,For the gradient mean value estimator of the i-2 th iteration, θ i-2 is the gradient statistical dispersion estimator of the i-2 th iteration, Y i is the output of the output layer of the i-2 th iteration, and ε is a constant.
In summary, the invention has the beneficial effects that the neural network model is deployed in the controller, and the network parameters are adjusted according to the data acquired by the inlet water quality monitoring assembly and the outlet water quality monitoring assembly through the neural network model, so that the invention can optimize the calculation process according to the water quality, the water quantity and the external environment, and accurately control the aeration.
Drawings
FIG. 1 is a schematic diagram of an artificial neural network intelligent aeration device for biochemical reactions;
FIG. 2 is a flow chart of a control method of an artificial neural network intelligent aeration device for biochemical reaction.
Detailed Description
The following description of the embodiments of the present invention is provided to facilitate understanding of the present invention by those skilled in the art, but it should be understood that the present invention is not limited to the scope of the embodiments, and all the inventions which make use of the inventive concept are protected by the spirit and scope of the present invention as defined and defined in the appended claims to those skilled in the art.
As shown in figure 1, the artificial neural network intelligent aeration device for biochemical reaction comprises a controller, an aerator, an adjusting tank, an SBR biochemical tank, an MBR membrane separation tank, a water outlet tank, a water inlet quality monitoring component and a water outlet quality monitoring component;
The sewage treatment device comprises an adjusting tank, a water inlet water quality monitoring component, an aeration machine and a controller, wherein the adjusting tank is internally provided with a lifting pump which is used for pumping sewage which is collected into the adjusting tank into the SBR biochemical tank, the SBR biochemical tank is used for carrying out biochemical reaction on the sewage and collecting the sewage after the biochemical reaction into the MBR membrane separation tank, the MBR membrane separation tank is used for carrying out mud-water separation on the sewage after the biochemical reaction to obtain filtered water, the water outlet tank is used for containing the filtered water, the water inlet water quality monitoring component is inserted into the adjusting tank and used for collecting water inlet data and sending the water inlet data to the controller, the water outlet water quality monitoring component is inserted into the SBR biochemical tank and used for collecting water quality data in the aeration process and sending the water quality data to the controller, and the controller is used for controlling the aeration amount of the aeration machine according to the water inlet data and the water quality data.
The inlet water quality monitoring component comprises a flowmeter, a COD detector, a TP detector, a TN detector, a DO detector, a temperature detector, a pH detector and a sludge concentration detector, and the outlet water quality monitoring component comprises a COD detector, a TP detector, a TN detector, a DO detector, a sludge concentration detector, a pH detector and an ORP detector.
As shown in fig. 2, a control method of an artificial neural network intelligent aeration device for biochemical reaction comprises the following steps:
S1, training a neural network model according to data acquired by a water inlet water quality monitoring assembly and a water outlet water quality monitoring assembly to obtain a primarily trained neural network model;
s2, deploying the primarily trained neural network model in a controller;
s3, acquiring data of the inlet water quality monitoring assembly and the outlet water quality monitoring assembly in real time, inputting the data into a controller, and adjusting network parameters of a primarily trained neural network model;
and S4, calculating the aeration quantity of the aerator according to the adjusted neural network model.
The reference aeration rate of the next operation period is obtained through machine learning by the data collected before and after the biochemical reaction, the stored aeration rate process data are increased along with the increase of the operation time of the system, the aeration rate is more and more accurate and the effluent quality is more stable as the aeration rate data which can be referred to later are given, so that the purposes of intelligence, high efficiency and energy saving are achieved.
In step S1, the data acquired by the inlet water quality monitoring component and the data acquired by the outlet water quality monitoring component are firstly used for preliminarily finding the corresponding relation between the inlet water and the outlet water after aeration of the aerator to obtain a preliminarily trained neural network model, the preliminarily trained neural network model is applied to the biochemical process of the biochemical pool, and in the actual operation process, the network parameters of the neural network model are continuously finely adjusted again through the outlet water data after aeration, which is equivalent to the fact that the neural network model is always trained in the actual operation process, so that the network parameters are changed and adapt to the external environment.
The data collected by the water inlet quality monitoring component is input data of the neural network model, and the actual data of the data collected by the water outlet quality monitoring component after passing through the aerator can be used for adjusting network parameters of the neural network model according to the input data and the actual data.
The neural network model in the step S1 comprises an input layer, an implicit layer and an output layer;
the relationship between the input layer and the output layer is:
Wherein Y is the output of the output layer, X k is the kth input quantity of the input layer, K is the quantity of the input quantity, For the actual output corresponding to the kth input, C jk is the radial base center corresponding to the kth input of the jth hidden layer neuron, sigma j is the radial base width of the jth hidden layer neuron, D jk is the weight of the kth input of the jth hidden layer neuron, L is the number of hidden layer neurons, w j is the weight of the jth hidden layer neuron, and N is the number of hidden layer neurons.
The data of the kth input quantity X k of the input layer is derived from the data collected by the water inlet water quality monitoring component, and the actual output corresponding to the kth input quantity is derived from the data collected by the water outlet water quality monitoring component.
The step of obtaining the radial base center comprises the following steps:
a1, calculating the distance between all input quantities to obtain a sample distance set;
a2, selecting a plurality of different sample distances from the sample distance set as initial centers;
a3, calculating the distance from a plurality of input quantities to each initial center;
A4, judging whether the distance is smaller than a distance threshold, if so, adding the input quantity into the corresponding initial center to obtain a plurality of similar sets, otherwise, taking the distance as a new initial center, and jumping to the step A3 until all the input quantity is distributed to the similar sets;
a5, obtaining a radial base center according to all input quantities in the similar set.
In this embodiment, the types of input include reaction water temperature, sludge concentration, inflow water flow, pH of the regulating tank, COD value, NH3-N value, ORP value and TP value.
The calculation formula of the radial base center in the step A5 is as follows:
Wherein, C jk is the radial base center corresponding to the kth input quantity of the neuron of the jth hidden layer in a similar set, P is the quantity of the input quantity in the similar set, and X k is the kth input quantity of the input layer.
The weight updating formula of the jth hidden layer neuron is as follows:
wj i+1=wj i-Δwj i
Wherein w j i+1 is the weight of the jth hidden layer neuron of the (i+1) th iteration, w j i is the weight of the jth hidden layer neuron of the (i) th iteration, and Δw j i is the weight variation of the jth hidden layer neuron of the (i) th iteration.
The formula of the weight change amount Δw j i is as follows:
Wherein, eta is the moving step length, For the gradient mean value estimator of the i-1 th iteration, θ i-1 is the gradient statistical dispersion estimator of the i-1 th iteration, λ i-1 is the attenuation factor of the i-1 th iteration, λ i-2 is the attenuation factor of the i-2 nd iteration,For the gradient mean value estimator of the i-2 th iteration, θ i-2 is the gradient statistical dispersion estimator of the i-2 th iteration, Y i is the output of the output layer of the i-2 th iteration, and ε is a constant.
In this embodiment, the relation formula of the input layer and the output layer, the process of acquiring the radial base center, the formula of updating the weights of the hidden layer neurons and the formula of the weight variation are applicable to all training processes of the neural network model of the present invention.
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