CN115410016A - Efficient treatment method for sewage in microbial sewage pool based on image frequency domain analysis - Google Patents

Efficient treatment method for sewage in microbial sewage pool based on image frequency domain analysis Download PDF

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CN115410016A
CN115410016A CN202211324952.XA CN202211324952A CN115410016A CN 115410016 A CN115410016 A CN 115410016A CN 202211324952 A CN202211324952 A CN 202211324952A CN 115410016 A CN115410016 A CN 115410016A
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方创珠
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Nantong Haiyang Energy Saving Environmental Protection Technology Co ltd
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Abstract

The invention relates to the field of sewage treatment, in particular to a high-efficiency sewage treatment method for a microorganism sewage pool based on image frequency domain analysis, which comprises the following steps: setting a first detection point and a second detection point in a microbial sewage treatment pool, and obtaining a first illumination map and a second illumination map according to sewage images of the first detection point and the second detection point; respectively obtaining a water quality change map and an impurity change map of the sewage before and after the microbial treatment by frequency domain analysis of the first illumination map and the second illumination map so as to obtain sewage treatment characteristics, and obtaining average sewage treatment characteristics by combining sewage images of all detection points; and (4) counting the average sewage treatment characteristics at different moments to obtain the sewage treatment effectiveness, and controlling the sewage treatment process according to the sewage treatment effectiveness. The invention accurately and completely describes the change characteristics of the microorganisms on the water body before and after sewage treatment through the water quality change diagram and the impurity change diagram, thereby obtaining the accurate sewage treatment characteristics and ensuring the high efficiency and energy conservation of the sewage treatment process.

Description

Efficient treatment method for sewage in microbial sewage pool based on image frequency domain analysis
Technical Field
The invention relates to the field of sewage treatment, in particular to a high-efficiency sewage treatment method for a microorganism sewage pool based on image frequency domain analysis.
Background
The sewage produced by livestock and poultry breeding or the sewage produced by urban residents often contains a large amount of organic matters and inorganic matters containing elements such as nitrogen, phosphorus and the like, and the sewage is treated by microorganisms generally; the existing method and system for treating sewage by using microorganisms are various, generally comprise the processes of filtering, biochemistry, precipitation and the like, wherein the filtering aims at removing large-particle impurities in the sewage, the biochemistry process aims at treating the sewage by using fillers containing the microorganisms in a sewage tank, so that organic matters are decomposed, the nitrogen and phosphorus removal is realized, and the precipitation process aims at precipitating solid particles in a water body after biochemical treatment; wherein, the biochemical process needs to blast and aerate the water body, improve the oxygen content and need to replace the microbial filler; in the existing sewage treatment method, due to improper control of the operation speed of the blast aeration equipment or the time for replacing the filler, on one hand, energy and materials are wasted, and on the other hand, the sewage treatment efficiency cannot be improved.
In order to improve the efficiency of microbial wastewater treatment, there is a need for an accurate method of wastewater treatment process detection and assessment that automates the control of blast aeration equipment and filler replacement timing.
Disclosure of Invention
In order to solve the technical problems, the invention aims to provide a high-efficiency treatment method of sewage in a microorganism sewage pool based on image frequency domain analysis, which adopts the following technical scheme:
setting a preset number of first detection points and a preset number of second detection points in a microbial sewage treatment pool, obtaining a low-frequency pixel type and a high-frequency pixel type according to a first sewage image collected at the first detection point and a second sewage image collected at the second detection point for any one of the first detection point pair and the second detection point pair, obtaining an initial water quality distribution map and a target water quality distribution map according to the low-frequency pixel type, and obtaining an initial impurity distribution map and a target impurity distribution map according to the high-frequency pixel type;
matching the pixels in the initial water quality distribution diagram and the target water quality distribution diagram to obtain a first difference value of gray values of any pair of matched paired pixels on a brightness diagram of the second sewage image and a brightness diagram of the first sewage image respectively, and then, referring an image formed by the first difference values of all matched paired pixels as a water quality change diagram;
obtaining an initial impurity density map and a target impurity density map according to the initial impurity distribution map and the target impurity distribution map, matching pixels in the initial impurity density map and the target impurity density map, obtaining second difference values of gray values of any pair of matched pixels on the brightness map of the first sewage image and the brightness map of the second sewage image respectively, and then calling an image formed by the second difference values of all matched pixels as an impurity change map;
obtaining a water quality impurity weight distribution diagram according to the water quality change diagram and the impurity change diagram, then taking the gray value of each pixel on the water quality impurity weight distribution diagram as the weight to perform weighted summation on the gray values of all pixels on the water quality change diagram and the impurity change diagram to obtain a result called as a first detection point and a second detection point pair sewage treatment characteristic, and then calculating the average value of the sewage treatment characteristics of all the first detection point pair and the second detection point pair, called as an average sewage treatment characteristic;
calculating the effectiveness of sewage treatment according to the average sewage treatment characteristics at each moment in a preset time; and controlling the blast rate of the sewage treatment and replacing the microorganism fillers according to the effectiveness of the sewage treatment.
Further, the step of obtaining the low-frequency pixel class and the high-frequency pixel class includes:
respectively obtaining a first illumination image and a second illumination image according to the first sewage image and the second sewage image;
respectively converting a first illumination image and a second illumination image from a spatial domain to a frequency domain, respectively obtaining a first frequency domain image and a second frequency domain image, obtaining all pixels on the second frequency domain image, which are larger than the gray value on the first frequency domain image, obtaining Euclidean distances between all the pixels and the pixel of the central point on the first frequency domain image, carrying out K-Means clustering on all the obtained Euclidean distances to obtain two categories, wherein a corresponding pixel set in the category with the largest mean value of all the Euclidean distances in the two categories is called a high-frequency pixel category, and a corresponding pixel set in the category with the smallest mean value of all the Euclidean distances in the two categories is called a low-frequency pixel category.
Further, the step of obtaining the initial water quality distribution map and the target water quality distribution map according to the low-frequency pixel type and the step of obtaining the initial impurity distribution map and the target impurity distribution map according to the high-frequency pixel type includes:
on the first frequency domain image and the second frequency domain image, keeping the gray values of all pixels in the low-frequency pixel category unchanged, setting the gray values of all pixels outside the low-frequency pixel category to be 0, and then inversely transforming the first frequency domain image and the second frequency domain image from the frequency domain to the space domain to respectively obtain an initial water quality distribution map and a target water quality distribution map;
on the first frequency domain image and the second frequency domain image, keeping the gray values of all pixels in the high-frequency pixel category unchanged, setting the gray values of all pixels outside the high-frequency pixel category to be 0, and then inversely transforming the first frequency domain image and the second frequency domain image from the frequency domain to the spatial domain to respectively obtain an initial impurity distribution map and a target impurity distribution map.
Further, the step of obtaining the water quality impurity weight distribution map according to the water quality change map and the impurity change map comprises:
and obtaining the difference between the water quality change diagram and the impurity change diagram, wherein the result is called a difference diagram, the gray value on the difference diagram is mapped by using a preset mapping curve, and the obtained result is called a water quality impurity weight distribution diagram after normalization processing.
Further, the step of obtaining the effectiveness of the sewage treatment comprises:
fitting a linear model of the average sewage treatment characteristics and time according to the average sewage treatment characteristics at each moment in a preset time period, and obtaining the slope of the linear model, wherein the slope is used as the effectiveness of sewage treatment.
Further, the step of obtaining the initial impurity density map and the target impurity density map comprises:
carrying out binarization processing on the initial impurity density distribution diagram to obtain an initial impurity density binary diagram, constructing a window with a preset size by taking any pixel on the initial impurity density binary diagram as a center, calculating the number of connected domains in the window on the initial impurity density binary diagram, and referring to the number of the impurity distribution densities of any pixel, wherein an image formed by the impurity distribution densities of all the pixels on the initial impurity density binary diagram is referred to as an initial impurity density diagram;
and obtaining a target impurity density map according to the target impurity distribution map.
Further, matching the pixels in the initial water quality distribution map and the target water quality distribution map, wherein the sum of gray value differences between all the obtained matched paired pixels needs to be minimized; matching the pixels in the initial impurity density map and the target impurity density map also requires minimizing the sum of the gray value differences between all the pixels in the matched pair.
Further, the step of obtaining the first illumination image and the second illumination image according to the first sewage image and the second sewage image respectively comprises:
acquiring gray values of any pixel on all channels on the first sewage image, taking the reciprocal of entropy of the gray values on all channels as the illumination abnormal degree of any pixel, and taking an image formed by the illumination abnormal degrees of all pixels as a first illumination image;
and similarly, a second illumination image is obtained according to the illumination abnormal degree of all pixels on the second sewage image.
Further, the first detection points are arranged at the sewage without microorganisms, and each first detection point is composed of a light source and a multispectral camera; the second detection points are arranged at the sewage with microorganisms, each second detection point is composed of a light source and a multispectral camera, and the light source intensity of all the first detection points is the same as that of the second detection points.
The invention has the following beneficial effects:
1. the invention obtains the effectiveness of sewage treatment by calculating the treatment characteristics of the microorganisms on the sewage at different moments, and controls the sewage treatment process according to the effectiveness of the sewage treatment, so that the sewage treatment is efficient and energy-saving.
2. According to the invention, the frequency domain analysis is carried out through the images of a plurality of detection points, the water quality change diagram and the impurity change diagram are utilized to respectively and accurately and completely describe the change characteristics of the microorganisms to the water body before and after sewage treatment, so that the water quality change diagram and the impurity change diagram of all the detection points are integrated to obtain the accurate sewage treatment characteristics, and the sewage treatment process is ensured to be reasonably and properly controlled.
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In order to more clearly illustrate the embodiments of the present invention or the technical solutions and advantages of the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.
Fig. 1 is a flow chart of a method for efficiently treating sewage in a microbial wastewater tank based on image frequency domain analysis according to an embodiment of the invention.
Detailed Description
To further illustrate the technical means and effects of the present invention for achieving the predetermined objects, the following detailed description of the method for efficiently treating wastewater in a wastewater tank based on image frequency domain analysis according to the present invention with reference to the accompanying drawings and preferred embodiments will be made below. In the following description, different "one embodiment" or "another embodiment" refers to not necessarily the same embodiment. Furthermore, the particular features, structures, or characteristics may be combined in any suitable manner in one or more embodiments.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs.
The specific scheme of the efficient treatment method for the sewage in the microbial sewage pool based on the image frequency domain analysis is specifically described below by combining the attached drawings.
Referring to fig. 1, a method for efficiently treating sewage in a microbial wastewater tank based on image frequency domain analysis according to the present invention is shown, wherein the method comprises the following steps:
and S001, setting a sewage detection point in the microbial sewage pool, and acquiring an illumination image of sewage.
After being filtered, sewage is biochemically treated in a microbial sewage treatment tank, wherein the sewage is generally treated by filling filler containing microbes in the sewage tank; the method comprises the steps of firstly isolating a plurality of areas in a sewage pool, wherein sewage in the areas is not treated by microorganisms, then arranging a plurality of detection points in the areas, designing N detection points, wherein N =5, each detection point is provided with a surface light source, the light source emits parallel white light, a multispectral camera is arranged facing the irradiation direction of the light source, the visual field of the camera is opposite to the light source, the light source and the camera are both positioned in the sewage and are subjected to waterproof treatment, the illumination intensity of all the light sources is ensured to be equal, and all the cameras and the light sources are spaced from pixels.
In addition, N detection points are also arranged in a sewage area after the microbial treatment, the detection points in the area in which the sewage is not treated by the microbes are called first detection points, the detection points in the area in which the sewage is treated by the microbes are called second detection points, and the N first detection points and the N second detection points are arranged; suppose that at the same time, the image obtained at the nth first detection point is
Figure DEST_PATH_IMAGE001
The image before the sewage is treated is shown, and the image obtained by the m-th second detection point is
Figure 461393DEST_PATH_IMAGE002
The invention is based on the image of the treated sewage
Figure 325444DEST_PATH_IMAGE001
And
Figure 467712DEST_PATH_IMAGE002
the change situation before and after sewage treatment is obtained, and the two images have a plurality of channels because the multispectral camera is used in the invention.
Considering that sewage contains a large amount of organic matters, macromolecular inorganic matters and tiny solid particles, the substances can absorb or scatter light emitted by a light source, so that a water body becomes turbid, different substances absorb and scatter light with different colors, so that images acquired by a camera have color difference, and the images acquired by the camera in the clear water body have no color difference; based on this, the present invention obtains
Figure 24595DEST_PATH_IMAGE001
The gray value of each pixel on all channels is calculated, and the entropy of the gray value of each pixel on all channels is calculated
Figure DEST_PATH_IMAGE003
Will be
Figure 619525DEST_PATH_IMAGE004
As the abnormal degree of the illumination of each pixel, the larger the value is, the larger the description is, the smaller the description is, the more different the gray value of each pixel on all channels is, and the fact that each pixel absorbs or scatters a part of illumination is indicated; the smaller the degree of illumination anomaly, the larger H, indicating that the gray value of each pixel is the same across all channels, indicating that a portion of the illumination is not absorbed or scattered at each pixel,
Figure DEST_PATH_IMAGE005
the purpose of (c) is to ensure that the distribution is not 0. Will be provided with
Figure 615162DEST_PATH_IMAGE001
The abnormal degree of illumination of all the pixels forms a single-channel image called a first illumination image
Figure 18462DEST_PATH_IMAGE006
(ii) a The same reason is according to
Figure 870880DEST_PATH_IMAGE002
Obtaining a second illumination image
Figure DEST_PATH_IMAGE007
It should be noted that the following invention is not concerned with
Figure 687527DEST_PATH_IMAGE006
And
Figure 158959DEST_PATH_IMAGE007
the gray value of each pixel is measured, and only the frequency domain information contained in the two is taken into consideration.
And S002, obtaining a water quality change diagram and an impurity change diagram according to the first illumination image and the second illumination image.
For the sewage before the microbial treatment, organic matters and macromolecular inorganic matters after the microbial treatment are decomposed, the water quality is improved a little, the light absorption of a water body is little, but more solid particles appear in the sewage after the microbial treatment, and the solid particles block light from entering a camera; in particular to
Figure 275820DEST_PATH_IMAGE006
And
Figure 174506DEST_PATH_IMAGE007
compared with
Figure 744027DEST_PATH_IMAGE006
In the case of a composite material, for example,
Figure 19151DEST_PATH_IMAGE007
the medium and low frequency components are more, as the water quality becomes better, the absorption of the water body to light is reduced by one point, the light transmission is enhanced, and the low frequency information is more; and is
Figure 724939DEST_PATH_IMAGE007
The high frequency components will be a bit more, because the solid impurities will be more, and the high frequency information will be more. Based on this, the invention distributes pairs
Figure 794526DEST_PATH_IMAGE006
And
Figure 992289DEST_PATH_IMAGE007
performing fast Fourier transform to transform the two images from space domain to frequency domain to obtain first frequency domain images
Figure 930158DEST_PATH_IMAGE008
And a second frequency domain image
Figure DEST_PATH_IMAGE009
(ii) a According to the principle of Fourier transform, the following method is known:
Figure 490452DEST_PATH_IMAGE008
and
Figure 58837DEST_PATH_IMAGE009
the pixel above corresponds to a frequency, the gray value of the pixel represents the content of the signal containing the corresponding frequency,
Figure 743896DEST_PATH_IMAGE008
and
Figure 219877DEST_PATH_IMAGE009
the closer the upper pixel is to the center, the smaller the corresponding frequency, and the farther the upper pixel is from the center, the larger the corresponding frequency.
Obtaining
Figure 41202DEST_PATH_IMAGE009
Upper ratio of
Figure 311647DEST_PATH_IMAGE008
All pixel sets S with large upper gray value are obtained
Figure 218423DEST_PATH_IMAGE008
Or
Figure 498094DEST_PATH_IMAGE009
Calculating the Euclidean distance between a certain pixel in the S and the pixel at the central point of the upper image, namely each pixel in the S corresponds to one Euclidean distance; pixel mappingThe larger the Euclidean distance is, the higher the frequency corresponding to the pixel is, and the smaller the Euclidean distance is, the lower the frequency corresponding to the pixel is; the Euclidean distances corresponding to all pixels in a pixel set S are clustered, the Euclidean distances of the pixels are divided into two categories by using a K-Means algorithm, the mean value of all the Euclidean distances in each category is obtained, the category with the maximum mean value is obtained, the pixels corresponding to all the Euclidean distances in the category are called a high-frequency pixel category, the category with the minimum mean value is obtained, and the pixels corresponding to all the Euclidean distances in the category are called a low-frequency pixel category.
Therefore, the water quality of the water body at all the pixels in the low-frequency pixel category is improved, and the light absorption of the water body is reduced; and the impurities of the water body at all the pixels in the high-frequency pixel category are increased, and the pollutants in the water are treated into solid precipitates.
Order to
Figure 439506DEST_PATH_IMAGE008
The gray values of the pixels above and in the low-frequency pixel class remain unchanged, so that
Figure 146430DEST_PATH_IMAGE008
Set the gray value of a pixel outside the low frequency pixel class of (1) to 0 and then use the inverse fourier transform algorithm to transform the gray value to 0
Figure 540503DEST_PATH_IMAGE008
Transforming the frequency domain to the space domain, and recording the obtained result as an initial water quality distribution diagram
Figure 561548DEST_PATH_IMAGE010
(ii) a In the same way, order
Figure 482100DEST_PATH_IMAGE009
The gray values of the pixels above and in the low-frequency pixel class remain unchanged, so that
Figure 235292DEST_PATH_IMAGE009
The gray value of the pixels outside the low-frequency pixel class of (1) is set to 0, howeverThen using inverse Fourier transform algorithm to convert
Figure 975715DEST_PATH_IMAGE009
Transforming the frequency domain to the space domain, and recording the obtained result as a target water quality distribution diagram
Figure DEST_PATH_IMAGE011
Figure 800452DEST_PATH_IMAGE010
The gray value of each pixel represents the absorption condition of the water before sewage treatment to the light, which is referred to as the water quality characteristic before the treatment for short,
Figure 716455DEST_PATH_IMAGE011
the gray value of each pixel represents the absorption condition of the water after sewage treatment to light, and is called water quality characteristic for short; then
Figure 765182DEST_PATH_IMAGE010
And
Figure 133847DEST_PATH_IMAGE011
the difference of the gray values on the same pixel can represent the water quality change before and after sewage treatment, but the water bodies of the nth first detection point and the mth second detection point are different, namely
Figure 293433DEST_PATH_IMAGE010
Water quality characteristic at a certain pixel position and
Figure 391839DEST_PATH_IMAGE011
the water quality characteristics at the same pixel position are not the same organic matter or inorganic matter, and the change of the water quality before and after the microbial treatment cannot be directly compared, namely, the calculation is carried out
Figure 486834DEST_PATH_IMAGE010
And
Figure 201849DEST_PATH_IMAGE011
the difference in gray values over the same pixel is meaningless; the invention is to pass
Figure 40492DEST_PATH_IMAGE010
And
Figure 801861DEST_PATH_IMAGE011
calculating the change condition of the water quality, and performing the following treatment: by using KM algorithm
Figure 333336DEST_PATH_IMAGE010
And
Figure 535647DEST_PATH_IMAGE011
are matched such that the difference in gray values between all matched pairs of pixels is minimized, said minimum value being
Figure 912402DEST_PATH_IMAGE010
And
Figure 516559DEST_PATH_IMAGE011
the smallest difference that can be achieved, i.e. the invention cannot be based on
Figure 218936DEST_PATH_IMAGE010
And
Figure 783909DEST_PATH_IMAGE011
the difference value of the water quality is used for obtaining the effective water quality change condition, but the invention can know the minimum value of the water quality change condition, so the invention represents the water quality change condition through the minimum value, but considers that
Figure 88989DEST_PATH_IMAGE010
And
Figure 688597DEST_PATH_IMAGE011
the method shows that the absorption condition of the water body to light can only show the distribution condition of the water quality in the water body, and the difference value of the two can not be directly used as the evaluation index of the water quality change in the water body, which is knownThe visual characteristic is that the brightness of the light becomes smaller when the water absorbs the light, so the invention represents and evaluates the change of the water quality according to the change of the brightness graph of the image, and the specific method is as follows:
obtaining
Figure 420930DEST_PATH_IMAGE001
And
Figure 207620DEST_PATH_IMAGE002
a luminance map of, said
Figure 581970DEST_PATH_IMAGE001
Is equal to the gray value of each pixel on the luminance map
Figure 36085DEST_PATH_IMAGE001
The maximum value of each pixel in all channels,
Figure 939319DEST_PATH_IMAGE002
the same applies to the brightness map; then for any pair of matched pixels obtained above (p, q), where p is
Figure 213305DEST_PATH_IMAGE010
A pixel point of (1), q is
Figure 1133DEST_PATH_IMAGE011
The pixel point of (1) is obtained, and the pixel q is
Figure 434388DEST_PATH_IMAGE002
The gray value on the luminance graph of (1) and p are
Figure 383890DEST_PATH_IMAGE001
The difference value of the gray values on the luminance graph of (1) is recorded as a first difference value, and when the difference value is smaller than 0, the difference value is forced to be set to 0, so that any pair of matched pixels (p, q) corresponds to a first difference value, or a pixel q corresponds to a first difference value, and then all the first difference value differences corresponding to all the matched pixel pairs are determined according to the corresponding first difference value differences of all the matched pixel pairsForming a single-channel gray scale map by the first difference values corresponding to all q, and referring to the single-channel gray scale map as a water quality change map
Figure 535385DEST_PATH_IMAGE012
The method is used for describing the water quality change conditions of different positions before and after the sewage is subjected to the microbial treatment, and the water quality change condition is not the real water quality change but the minimum water quality change condition.
On the other hand, let
Figure 595745DEST_PATH_IMAGE008
The gray values of the pixels above and in the high-frequency pixel class remain unchanged, so that
Figure 149086DEST_PATH_IMAGE008
The gray value of the pixels outside the high-frequency pixel class of (1) is set to 0 and then the inverse fourier transform algorithm is used to convert the gray value of the pixels outside the high-frequency pixel class of (1)
Figure 269489DEST_PATH_IMAGE008
Transforming the frequency domain to the space domain, and recording the obtained result as an initial impurity distribution diagram
Figure DEST_PATH_IMAGE013
(ii) a In the same way, order
Figure 111543DEST_PATH_IMAGE009
The gray values of the pixels above and in the high-frequency pixel class remain unchanged, so that
Figure 365807DEST_PATH_IMAGE009
Set the gray value of the pixels outside the high frequency pixel class to 0 and then use the inverse fourier transform algorithm to perform the gray value detection
Figure 649021DEST_PATH_IMAGE009
Converting the frequency domain into the space domain, and recording the obtained result as a target impurity distribution diagram
Figure 64958DEST_PATH_IMAGE014
Figure 800833DEST_PATH_IMAGE013
The gray value of each pixel represents the shielding and scattering condition of impurities before sewage treatment to light, which is referred to as the characteristics of the impurities before treatment for short,
Figure 593209DEST_PATH_IMAGE014
the gray value of each pixel represents the shielding and scattering conditions of impurities after sewage treatment on light, and is referred to as the characteristics of the impurities after treatment for short; then
Figure 996508DEST_PATH_IMAGE013
And
Figure 458714DEST_PATH_IMAGE014
the difference of the gray values on the same pixel can represent the impurity change before and after sewage treatment, but the water bodies of the nth first detection point and the mth second detection point are considered to be different, namely
Figure 806518DEST_PATH_IMAGE013
Impurity characteristics at a certain pixel position and
Figure 277951DEST_PATH_IMAGE014
the impurity characteristics at the same pixel position aim at impurities which are not formed by the same organic matter or inorganic matter, and the change situation of the impurities before and after microbial treatment cannot be directly compared, namely calculation
Figure 660391DEST_PATH_IMAGE013
And
Figure 27918DEST_PATH_IMAGE014
the difference in gray values on the same pixel is meaningless; the invention is to pass
Figure DEST_PATH_IMAGE015
And
Figure 597440DEST_PATH_IMAGE014
calculating the change condition of the water quality, and performing the following treatment:
to initial impurity profile
Figure 731618DEST_PATH_IMAGE013
Performing binarization processing to obtain an initial impurity density binary image, constructing a 21 × 21 window by taking any pixel on the initial impurity density binary image as a center, and calculating the number of connected domains in the window on the initial impurity density binary image, namely the number of impurity particles, which is called the impurity distribution density of any pixel, and the initial impurity distribution map
Figure 312772DEST_PATH_IMAGE013
The image formed by the impurity distribution density of all the pixels is called an initial impurity density map
Figure 506993DEST_PATH_IMAGE016
Representing the density of the impurity particles around each location; according to the target impurity distribution diagram
Figure 439177DEST_PATH_IMAGE014
Obtaining a target impurity density map
Figure DEST_PATH_IMAGE017
By using KM algorithm
Figure 704942DEST_PATH_IMAGE016
And
Figure 671761DEST_PATH_IMAGE017
are matched such that the difference in gray values between all matched pairs of pixels is minimized, said minimum value being
Figure 912249DEST_PATH_IMAGE016
And
Figure 456363DEST_PATH_IMAGE017
the smallest difference that can be achieved, i.e. the invention cannotAccording to
Figure 807710DEST_PATH_IMAGE016
And
Figure 19249DEST_PATH_IMAGE017
the invention is able to know the minimum value of the impurity variation, so the invention characterizes the impurity variation by the minimum value, but takes into account
Figure 165059DEST_PATH_IMAGE016
And
Figure 196469DEST_PATH_IMAGE017
the method represents the blocking or scattering condition of impurities to light, only represents the distribution condition of impurities in the water body, the difference value of the two conditions cannot be directly used as an evaluation index of the change of the impurities in the water body, and the known visual characteristic of the blocking or scattering of the impurities to the light is that the brightness of the light is reduced, so the change of the impurities is represented and evaluated according to the change of a brightness graph of an image, and the specific method comprises the following steps: for any pair of matched pixels (p, q) obtained as described above, where p is again
Figure 351507DEST_PATH_IMAGE016
Q is still the pixel point of
Figure 151973DEST_PATH_IMAGE017
To obtain the pixel p at
Figure 734264DEST_PATH_IMAGE018
The gray value on the luminance graph of (a) and q are
Figure DEST_PATH_IMAGE019
The difference of the gray values on the luminance graph is denoted as a second difference, and when the difference is smaller than 0, the difference is forced to be 0, so that any pair of matched pixels (p, q) corresponds to a second difference, and it can be said that one pixel q corresponds to one pixel qAnd a second difference value, forming a single-channel gray scale image by using all the second difference values corresponding to all the matched pixel pairs according to all the second difference values corresponding to all the matched pixel pairs, and referring to the single-channel gray scale image as an impurity change image
Figure 721811DEST_PATH_IMAGE020
The method is used for describing the change situation of impurities around different positions before and after the sewage is subjected to the microbial treatment, and the change situation of the impurities is not real change of the impurities but minimum change situation of the impurities.
And S003, obtaining average sewage treatment characteristics according to the water quality change diagram and the impurity change diagram.
For water quality change chart
Figure 805174DEST_PATH_IMAGE012
In other words, a pixel or a region having a larger gradation value on the graph indicates that an organic substance or an inorganic substance at the pixel or the region is decomposed by microorganisms, and the water quality becomes better as the water transmittance is better; for water quality change chart
Figure 601092DEST_PATH_IMAGE020
In other words, the larger the gray value of the pixel or the area on the graph, the more insoluble impurity particles are present, the more obvious the shielding and scattering effect of the impurities on the light is, and the more pollutants in the water are removed; to summarize the description
Figure DEST_PATH_IMAGE021
Or
Figure 947759DEST_PATH_IMAGE022
The larger the gray value is, the more effective the sewage treatment is; however, it is considered that the position where the light transmittance is improved has less impurities, and the position where the impurities are more has lower light transmittance, that is, the position where the impurities are more has
Figure DEST_PATH_IMAGE023
Pixels with large gray scale values
Figure 422603DEST_PATH_IMAGE022
The upper gray value should be small;
Figure 185023DEST_PATH_IMAGE021
pixels with small gray scale values
Figure 960081DEST_PATH_IMAGE022
The upper gray value should be large; but due to the complex sewage environment, the
Figure 884174DEST_PATH_IMAGE001
And
Figure 846314DEST_PATH_IMAGE002
the process of performing analytical calculations introduces errors and noise, resulting in
Figure 146845DEST_PATH_IMAGE021
Pixels with large gray scale values
Figure 776410DEST_PATH_IMAGE022
The gray value of (2) is also large
Figure 871405DEST_PATH_IMAGE021
Pixels with small gray scale values
Figure 910639DEST_PATH_IMAGE022
The above gray scale value is also small, and the calculation of the present invention is disturbed for this case, so the present invention needs to eliminate this case, and then the following processing is performed:
to pair
Figure 749282DEST_PATH_IMAGE021
And
Figure 498932DEST_PATH_IMAGE022
respectively performing normalization processing, and then calculating
Figure 764828DEST_PATH_IMAGE021
And
Figure 967139DEST_PATH_IMAGE022
the difference between the two is recorded as an image
Figure 343894DEST_PATH_IMAGE024
Figure 948051DEST_PATH_IMAGE024
The upper gray value is greater than or equal to-1 and less than or equal to 1; for the
Figure 384848DEST_PATH_IMAGE024
Is assumed to be at the image g
Figure 340035DEST_PATH_IMAGE024
X, the gray value of the pixel is mapped, and the mapping result is
Figure DEST_PATH_IMAGE025
The mapping method has the following characteristics: when in use
Figure 113956DEST_PATH_IMAGE024
The closer to 0 the gray value x above is, then
Figure 447985DEST_PATH_IMAGE026
The faster it approaches 0 if
Figure 914739DEST_PATH_IMAGE024
The closer the gray value x above is to 1 or-1, then
Figure 967008DEST_PATH_IMAGE026
The faster the approach to 1; in addition, need to be
Figure 810199DEST_PATH_IMAGE024
Is normalized so that
Figure 123369DEST_PATH_IMAGE024
The sum of all gray values is 1
To pair
Figure 901969DEST_PATH_IMAGE024
The gray values of all the pixels are mapped, and the mapping result is still recorded as an image
Figure 300589DEST_PATH_IMAGE024
Can enable
Figure 822838DEST_PATH_IMAGE021
And
Figure 990514DEST_PATH_IMAGE022
the pixel with large difference of upper gray value
Figure 64649DEST_PATH_IMAGE024
Also has a large gray scale value of
Figure 91511DEST_PATH_IMAGE021
And
Figure 276505DEST_PATH_IMAGE022
pixels with small upper gray value difference
Figure 439633DEST_PATH_IMAGE024
The gray value of (a) approaches 0.
Then pair
Figure 950248DEST_PATH_IMAGE024
The gray values of all the pixels are normalized, so that
Figure 198827DEST_PATH_IMAGE028
Will be provided with
Figure DEST_PATH_IMAGE029
Referred to as the sewage treatment characteristic between the nth first detection point and the mth second sampling point, wherein
Figure 390774DEST_PATH_IMAGE030
To represent
Figure 533042DEST_PATH_IMAGE024
An upper arbitrary pixel g;
Figure DEST_PATH_IMAGE031
to represent
Figure 417822DEST_PATH_IMAGE021
The gray value at the upper pixel g,
Figure 278330DEST_PATH_IMAGE032
to represent
Figure 680493DEST_PATH_IMAGE022
The gray value at the upper pixel g,
Figure DEST_PATH_IMAGE033
the sum of the two gray values is expressed, the larger the value is, the more the water quality or impurities change before and after the microbial treatment is performed, and the better the sewage treatment effect is;
Figure 270743DEST_PATH_IMAGE034
represents the gray value at the upper pixel g, a larger value being indicative of
Figure DEST_PATH_IMAGE035
And
Figure 326424DEST_PATH_IMAGE036
the greater the difference is, the more the description is
Figure 284015DEST_PATH_IMAGE035
The larger the size
Figure 614503DEST_PATH_IMAGE036
The smaller, or vice versa, then
Figure 606729DEST_PATH_IMAGE033
The more accurate and therefore more interesting
Figure 630049DEST_PATH_IMAGE033
The size of (d);
Figure 199571DEST_PATH_IMAGE034
the smaller the description
Figure 943536DEST_PATH_IMAGE035
And
Figure 914903DEST_PATH_IMAGE036
the smaller the difference is, the more the description is made
Figure 718911DEST_PATH_IMAGE035
The larger the size
Figure 41308DEST_PATH_IMAGE036
Also larger, or vice versa, then
Figure 588964DEST_PATH_IMAGE033
The more likely there is noise interference and the introduction of uncertainty, and thus the less of a concern
Figure 680417DEST_PATH_IMAGE033
The size of (2).
Figure 920905DEST_PATH_IMAGE029
The larger the change of the water quality or impurities before and after the microbial treatment, the better the sewage treatment effect. However, in order to further reduce uncertainty and error interference, the present invention combines the sewage treatment characteristics of all the first detection points and all the second detection points, and the present invention makes the average sewage treatment characteristic Q be the average of the sewage treatment characteristics between all the first detection points and all the second detection points, that is, the average sewage treatment characteristic Q is the average of the sewage treatment characteristics between all the first detection points and all the second detection points
Figure DEST_PATH_IMAGE037
And step S004, obtaining the high-efficiency sewage treatment method according to the average sewage treatment characteristics.
In summary, the average sewage treatment characteristic is obtained according to the images acquired by all the detection points at the same time, and then the time-dependent change sequence of the average sewage treatment characteristic is obtained at the latest T times, wherein one minute is used as one time, and T =10; fitting a linear model of average sewage treatment characteristics and time according to a least square method, and obtaining the slope of the linear model, wherein the slope is used as the effectiveness of sewage treatment, the greater the effectiveness of sewage treatment is, the higher the sewage treatment capacity of the microbial sewage pool in T moments is indicated, when the effectiveness of sewage treatment is less than or equal to 0, the sewage treatment capacity is decreased, at the moment, the operating power of the blast aeration equipment is increased, and if the effectiveness of sewage treatment is still less than or equal to 0 at the latest T moments, the microbial filler is replaced; when the effectiveness of sewage treatment is more than 0, the operation of the blast aeration equipment at lower power can be properly maintained, and the electric power is saved. The invention controls the sewage treatment process by the effectiveness of the sewage treatment at the latest T moments, and realizes the purposes of high efficiency and energy saving of the sewage treatment.
It should be noted that: the precedence order of the above embodiments of the present invention is only for description, and does not represent the merits of the embodiments. And that specific embodiments have been described above. Other embodiments are within the scope of the following claims. In some cases, the actions or steps recited in the claims can be performed in a different order than in the embodiments and still achieve desirable results. In addition, the processes depicted in the accompanying figures do not necessarily require the particular order shown, or sequential order, to achieve desirable results. In some embodiments, multitasking and parallel processing may also be possible or may be advantageous.
The embodiments in the present specification are described in a progressive manner, and the same and similar parts among the embodiments are referred to each other, and each embodiment focuses on the differences from the other embodiments.

Claims (9)

1. The efficient treatment method of the sewage of the microorganism sewage pool based on image frequency domain analysis is characterized by comprising the following steps:
setting a preset number of first detection points and a preset number of second detection points in a microbial sewage treatment pool, obtaining a low-frequency pixel type and a high-frequency pixel type according to a first sewage image collected at the first detection point and a second sewage image collected at the second detection point for any one of the first detection point pair and the second detection point pair, obtaining an initial water quality distribution map and a target water quality distribution map according to the low-frequency pixel type, and obtaining an initial impurity distribution map and a target impurity distribution map according to the high-frequency pixel type;
matching the pixels in the initial water quality distribution diagram and the target water quality distribution diagram to obtain a first difference value of gray values of any pair of matched paired pixels on a brightness diagram of the second sewage image and a brightness diagram of the first sewage image respectively, and then, referring an image formed by the first difference values of all matched paired pixels as a water quality change diagram;
obtaining an initial impurity density map and a target impurity density map according to the initial impurity distribution map and the target impurity distribution map, matching pixels in the initial impurity density map and the target impurity density map, and obtaining second difference values of gray values of any pair of matched paired pixels on the brightness map of the first sewage image and the brightness map of the second sewage image respectively, so that an image formed by the second difference values of all matched paired pixels is called an impurity change map;
obtaining a water quality impurity weight distribution diagram according to the water quality change diagram and the impurity change diagram, then taking the gray value of each pixel on the water quality impurity weight distribution diagram as the weight to perform weighted summation on the gray values of all pixels on the water quality change diagram and the impurity change diagram to obtain a result called as a first detection point and a second detection point pair sewage treatment characteristic, and then calculating the average value of the sewage treatment characteristics of all the first detection point pair and the second detection point pair, called as an average sewage treatment characteristic;
calculating the effectiveness of sewage treatment according to the average sewage treatment characteristics at each moment in preset time; controlling the blast rate of the sewage treatment and replacing the microorganism filling material according to the effectiveness of the sewage treatment.
2. The method for efficiently treating the sewage of the microbial sewage pool based on the image frequency domain analysis as claimed in claim 1, wherein the step of obtaining the low-frequency pixel class and the high-frequency pixel class comprises:
respectively obtaining a first illumination image and a second illumination image according to the first sewage image and the second sewage image;
respectively converting a first illumination image and a second illumination image from a spatial domain to a frequency domain, respectively obtaining a first frequency domain image and a second frequency domain image, obtaining all pixels on the second frequency domain image, which are larger than the gray value on the first frequency domain image, obtaining Euclidean distances between all the pixels and the pixel of the central point on the first frequency domain image, carrying out K-Means clustering on all the obtained Euclidean distances to obtain two categories, wherein a corresponding pixel set in the category with the largest mean value of all the Euclidean distances in the two categories is called a high-frequency pixel category, and a corresponding pixel set in the category with the smallest mean value of all the Euclidean distances in the two categories is called a low-frequency pixel category.
3. The method for efficiently treating sewage in a microbial sewage pool based on image frequency domain analysis as claimed in claim 1, wherein the step of obtaining the initial water quality distribution map and the target water quality distribution map according to the low-frequency pixel type and the step of obtaining the initial impurity distribution map and the target impurity distribution map according to the high-frequency pixel type comprise:
on the first frequency domain image and the second frequency domain image, keeping the gray values of all pixels in the low-frequency pixel category unchanged, setting the gray values of all pixels outside the low-frequency pixel category to be 0, and then inversely transforming the first frequency domain image and the second frequency domain image from the frequency domain to the space domain to respectively obtain an initial water quality distribution map and a target water quality distribution map;
on the first frequency domain image and the second frequency domain image, keeping the gray values of all pixels in the high-frequency pixel category unchanged, setting the gray values of all pixels outside the high-frequency pixel category to be 0, and then inversely transforming the first frequency domain image and the second frequency domain image from the frequency domain to the spatial domain to respectively obtain an initial impurity distribution map and a target impurity distribution map.
4. The efficient wastewater treatment method for the microorganism sewage pool based on the image frequency domain analysis as claimed in claim 1, wherein the step of obtaining the water quality impurity weight distribution map according to the water quality change map and the impurity change map comprises:
and obtaining the difference between the water quality change diagram and the impurity change diagram, wherein the result is called a difference diagram, the gray value on the difference diagram is mapped by using a preset mapping curve, and the obtained result is called a water quality impurity weight distribution diagram after normalization processing.
5. The method for efficiently treating the sewage of the microbial sewage pool based on the image frequency domain analysis as claimed in claim 1, wherein the step of obtaining the effectiveness of sewage treatment comprises:
fitting a linear model of the average sewage treatment characteristics and time according to the average sewage treatment characteristics of each moment in a preset time period, and obtaining the slope of the linear model, wherein the slope is used as the effectiveness of sewage treatment.
6. The method for efficiently treating the sewage of the microbial sewage pool based on the image frequency domain analysis as claimed in claim 3, wherein the step of obtaining the initial impurity density map and the target impurity density map comprises:
carrying out binarization processing on the initial impurity density distribution diagram to obtain an initial impurity density binary diagram, constructing a window with a preset size by taking any pixel on the initial impurity density binary diagram as a center, calculating the number of connected domains in the window on the initial impurity density binary diagram, and referring to the number of the impurity distribution densities of any pixel, wherein an image formed by the impurity distribution densities of all the pixels on the initial impurity density binary diagram is referred to as an initial impurity density diagram;
and obtaining a target impurity density map according to the target impurity distribution map.
7. The method for efficiently treating the sewage of the microbial sewage pool based on the image frequency domain analysis as claimed in claim 1, wherein the pixels in the initial water quality distribution map and the target water quality distribution map are matched, and the sum of the gray value differences between all the matched paired pixels is required to be minimized; matching the pixels in the initial impurity density map and the target impurity density map also requires minimizing the sum of the gray value differences between all the pixels in the matched pair.
8. The method for efficient wastewater treatment in a microbial wastewater basin based on image frequency domain analysis of claim 2, wherein the step of obtaining the first illumination image and the second illumination image from the first wastewater image and the second wastewater image respectively comprises:
acquiring gray values of any pixel on all channels on the first sewage image, taking the reciprocal of entropy of the gray values on all channels as the illumination abnormal degree of any pixel, and calling an image formed by the illumination abnormal degrees of all pixels as a first illumination image;
and similarly, a second illumination image is obtained according to the illumination abnormal degree of all pixels on the second sewage image.
9. The method for efficient wastewater treatment in a microorganism wastewater pool based on image frequency domain analysis as claimed in claim 1, wherein the first detection points are arranged at wastewater without microorganisms, and each first detection point is composed of a light source and a multispectral camera; the second detection points are arranged at the sewage with microorganisms, each second detection point is composed of a light source and a multispectral camera, and the light source intensity of all the first detection points is the same as that of the second detection points.
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