CN211620147U - Sewage treatment dosing control system based on image recognition - Google Patents

Sewage treatment dosing control system based on image recognition Download PDF

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Publication number
CN211620147U
CN211620147U CN201921634888.9U CN201921634888U CN211620147U CN 211620147 U CN211620147 U CN 211620147U CN 201921634888 U CN201921634888 U CN 201921634888U CN 211620147 U CN211620147 U CN 211620147U
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tank
sewage
buffer tank
stirring tank
suction pump
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杨磊
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Ningguo Guopu Spectrum Of Scientific Instruments And Equipment Co ltd
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Ningguo Guopu Spectrum Of Scientific Instruments And Equipment Co ltd
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Abstract

The utility model relates to a sewage treatment device field, concretely relates to sewage treatment adds charge control system based on image recognition, the input of first agitator tank is connected with the sewage equalizing basin through first suction pump, the output of first agitator tank is connected with the input of second agitator tank, the output of second agitator tank is connected with the input of first buffer tank, the output of first buffer tank passes through the pipeline and is connected with the sewage sedimentation tank, first agitator tank, the top of second agitator tank and first buffer tank all opens the setting, the top of first agitator tank is equipped with first automatically controlled charge device, the top of second agitator tank is equipped with the automatically controlled charge device of second, the top of first buffer tank is provided with first image acquisition device. The utility model provides a traditional shortcoming that relies on technical staff macroscopic observation and empirical analysis's hysteresis quality alone for sewage treatment effect is better.

Description

Sewage treatment dosing control system based on image recognition
Technical Field
The utility model relates to a sewage treatment device field, concretely relates to sewage treatment adds dose control system based on image recognition.
Background
The sewage treatment is a process for purifying sewage to meet the water quality requirement of discharging the sewage into a certain water body or reusing the sewage. Sewage treatment is widely applied to various fields such as buildings, agriculture, traffic, energy, petrifaction, environmental protection, urban landscape, medical treatment, catering and the like, and is increasingly used in daily life of common people.
The methods for treating sewage are various, and can be generally classified into physical methods, chemical methods, biological methods and the like. The chemical method is the most common treatment method, different flocculating agents are added according to different pollutant components in sewage, so that corresponding chemical reaction is carried out to generate floccules, the sewage after reaction is discharged into a settling tank to be subjected to floccule settling, and finally, clear water at the upper layer is formed, and sludge at the lower layer is settled.
In industrial production, the well pollutant composition of sewage is relatively fixed, and consequently the type of the flocculating agent of adding in sewage is relatively fixed, but along with the operating condition of equipment is different, and the proportion of pollutant can change in the anhydrous, and this just needs the staff that experience is very abundant to adjust the addition of flocculating agent according to the pollution degree in real time, and then ensures that the pollutant can fully flocculate, guarantees sewage treatment effect.
However, the real-time adjustment of the addition amount of the flocculating agent according to the pollution degree of the sewage is difficult to control by depending on experience, and if the real-time monitoring is carried out, the pollution degree changes too fast, and the adjustment of the addition amount is relatively delayed.
For the above reasons, there is a need for improvement in the adjustment of the dosage of traditional Chinese medicines in sewage treatment, and the problem of poor sewage treatment effect due to the lag of manual adjustment of dosage is solved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a sewage treatment adds dose control system based on image recognition.
To achieve the purpose, the utility model adopts the following technical proposal:
the utility model provides a sewage treatment adds medicine volume control system based on image recognition, this adds medicine volume control system setting between sewage equalizing basin and sewage sedimentation tank, including first agitator tank, the second agitator tank, first buffer tank, control terminal, the input of first agitator tank is connected with the sewage equalizing basin through first suction pump, the output of first agitator tank is connected with the input of second agitator tank, the output of second agitator tank is connected with the input of first buffer tank, the output of first buffer tank is connected with the sewage sedimentation tank through the pipeline, the top of first agitator tank, second agitator tank and first buffer tank all opens the setting, the top of first agitator tank is equipped with first automatically controlled charge device, the top of second agitator tank is equipped with second automatically controlled charge device, the top of first buffer tank is provided with first image acquisition device, first suction pump, first automatically controlled charge device, The second electric control dosing device and the first image acquisition device are in signal connection with a control terminal.
Preferably, a second water suction pump is installed between the output end of the first stirring tank and the input end of the second stirring tank, a third water suction pump is installed between the output end of the second stirring tank and the input end of the first buffer tank, a sewage discharge pipeline connected with the sewage sedimentation tank is installed at the output end of the first buffer tank, a first electric control drain valve is installed on the sewage discharge pipeline, and the second water suction pump, the third water suction pump and the first electric control drain valve are all in signal connection with the control terminal.
As another embodiment of the utility model, still including the second buffer tank, the input of this second buffer tank is connected with the output of first agitator tank, the output of second buffer tank is connected with the input of second agitator tank, install the second suction pump between the output of first agitator tank and the input of second buffer tank, install the third suction pump between the output of second buffer tank and the input of second agitator tank, install the fourth suction pump between the output of second agitator tank and the input of first buffer tank, the sewage discharge pipe who is connected with the sewage sedimentation tank is installed to the output of second buffer tank, install first automatically controlled drain valve on this sewage discharge pipe, the second suction pump, the third suction pump, fourth suction pump and first automatically controlled drain valve all with control terminal signal connection.
Preferably, a second image acquisition device is arranged at the top of the second buffer tank and is in signal connection with the control terminal.
Preferably, the first buffer tank is provided with a first sewage backflow pipeline connected to the top of the second stirring tank, the first sewage backflow pipeline is provided with a fifth water suction pump, and the fifth water suction pump is in signal connection with the control terminal.
Preferably, the second buffer tank is provided with a second sewage backflow pipeline connected to the top of the first stirring tank, the second sewage backflow pipeline is provided with a sixth water suction pump, and the sixth water suction pump is in signal connection with the control terminal.
The utility model has the advantages that: the utility model discloses carry out accurate control to the addition of flocculating agent among the sewage treatment, adopt image recognition to carry out analysis processes to the sewage after the flocculation, through the medicine amount that adds of processing result feedback control charge device, solved the shortcoming of traditional simple reliance technical staff naked eye observation and empirical analysis's hysteresis quality for sewage treatment effect is better.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required to be used in the embodiments of the present invention will be briefly described below. It is obvious that the drawings described below are only some embodiments of the invention, and that for a person skilled in the art, other drawings can be obtained from these drawings without inventive effort.
FIG. 1 is a schematic view of a conventional sewage treatment process;
FIG. 2 is a schematic flow chart of a first embodiment of the present invention;
FIG. 3 is a schematic diagram of a second embodiment of the present invention;
in the figure:
workshop 1, the pipe 2 that flows automatically, drain pump 3, sewage equalizing basin 4, sewage sedimentation tank 5, sludge pump 6, first agitator tank 7, second agitator tank 8, first buffer tank 9, second buffer tank 10, first suction pump 11, second suction pump 12, third suction pump 13, fourth suction pump 14, first image acquisition device 15, second image acquisition device 16, sewage discharge pipeline 17, first sewage backflow pipeline 18, second sewage backflow pipeline 19.
Detailed Description
The technical solution of the present invention is further explained by the following embodiments with reference to the accompanying drawings.
Wherein the showings are for the purpose of illustration only and are shown by way of illustration only and not in actual form, and are not to be construed as limiting the present patent; for a better understanding of the embodiments of the present invention, some parts of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.
The same or similar reference numerals in the drawings of the embodiments of the present invention correspond to the same or similar parts; in the description of the present invention, it should be understood that if the terms "upper", "lower", "left", "right", "inner", "outer", etc. are used to indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, it is only for convenience of description and simplification of description, but it is not indicated or implied that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are used only for illustrative purposes and are not to be construed as limiting the present patent, and the specific meaning of the terms will be understood by those skilled in the art according to the specific circumstances.
In the description of the present invention, unless otherwise explicitly specified or limited, the term "connected" or the like, if appearing to indicate a connection relationship between the components, is to be understood broadly, for example, as being either a fixed connection, a detachable connection, or an integral part; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or may be connected through one or more other components or may be in an interactive relationship with one another. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1, the conventional chemical sewage treatment process is as follows:
the sewage generated in the workshop 1 is discharged into a sewage adjusting tank 4 through a self-flowing pipe 2 or a drainage pump 3, is pumped into a first stirring tank 7 through a first water suction pump 11, adding a flocculating agent A into the sewage in the first stirring tank 7, stirring, after the flocculation in the first stirring tank 7 is finished, the sewage after the first-step flocculation reaction in the first stirring tank 7 is pumped into a second stirring tank 8 by a second water pump 12, adding a flocculating agent B into the sewage in the second stirring tank 8, stirring, after the flocculation reaction in the second stirring tank 8 is finished, the sewage after the two-step flocculation reaction is discharged into the sewage sedimentation tank 5 through the sewage discharge pipeline 17 for floccule sedimentation, finally, clear water on the upper layer in the sewage sedimentation tank 5 is pumped and discharged to a specified discharge port, and the residual sludge in the sewage sedimentation tank 5 is pumped out through the sludge pump 6.
In the above conventional flow, the amounts of the flocculants added to the first and second stirring tanks 7 and 8 are completely added according to past experience, and if the concentration of the pollutants in the sewage discharged from the workshop 1 changes, the amounts of the flocculants added to the first and second stirring tanks 7 and 8 need to be manually observed and analyzed to select whether the amount of the flocculants is increased or the amount of the flocculants is decreased. The accuracy of the judgment is completely related to the experience of technicians, and the scale is difficult to grasp. Moreover, it is difficult to judge whether the flocculating agent is used sufficiently or not in the stirring step by experience. If the amount of the flocculant is insufficient and the sewage is already discharged into the sewage settling tank 5, it is not reasonable to additionally add the flocculant to the sewage settling tank 5. If the addition of a significant excess of flocculant is made to ensure sufficient flocculation in the agitation stage, significant waste of flocculant will result.
For the above reasons, the present application proposes the following improvements.
The first embodiment of the sewage treatment chemical dosage control system based on image recognition is described with reference to fig. 2:
the dosing control system is arranged between a sewage adjusting tank 4 and a sewage sedimentation tank 5, and comprises a first stirring tank 7, a second stirring tank 8, a first buffer tank 9 and a control terminal, wherein the input end of the first stirring tank 7 is connected with the sewage adjusting tank 4 through a first suction pump 11, the output end of the first stirring tank 7 is connected with the input end of the second stirring tank 8, the output end of the second stirring tank 8 is connected with the input end of the first buffer tank 9, the output end of the first buffer tank 9 is connected with the sewage sedimentation tank 5 through a pipeline, the tops of the first stirring tank 7, the second stirring tank 8 and the first buffer tank 9 are all arranged in an open mode, a first electric control dosing device is arranged at the top of the first stirring tank 7, a second electric control dosing device is arranged at the top of the second stirring tank 8, a first image acquisition device 15 is arranged at the top of the first buffer tank 9, the first suction pump 11, the first electric control dosing device, the second suction pump 11 and the first suction pump are, The second electric control medicine adding device is in signal connection with the first image acquisition device 15 through a control terminal.
Install second suction pump 12 between the output of first agitator tank 7 and the input of second agitator tank 8, install third suction pump 13 between the output of second agitator tank 8 and the input of first buffer tank 9, the sewage discharge pipe 17 of being connected with sewage sedimentation tank 5 is installed to the output of first buffer tank 9, install first automatically controlled drain valve on this sewage discharge pipe 17, second suction pump 12, third suction pump 13 and first automatically controlled drain valve all with control terminal signal connection.
A first buffer tank 9 is added between a second stirring tank 8 and a sewage sedimentation tank 5, sewage after two-step stirring and flocculation enters the first buffer tank 9, a first image acquisition device 15 is supposed at the top of the first buffer tank 9, the first image acquisition device 15 is provided with a high-definition camera for taking pictures downwards from the top of the first buffer tank 9, the first image acquisition device 15 sends the pictures taken by the high-definition camera to a control terminal, the control terminal analyzes the density of floccules in the pictures through software, it is required to be noted that industrial sewage contains a large amount of small molecular pollutants, usually small molecules such as various sulfates or nitrates, untreated sewage is turbid as a whole but has no obvious floccules, after a specific flocculant is added, the flocculant reacts with the small molecules in the sewage mainly through a chemical reaction to form a macromolecular reactant, the macromolecular reactants are aggregated together to form floccules visible to naked eyes, namely, under the condition of partial flocculation reaction, after micromolecules in sewage react with a flocculating agent to form the macromolecular floccules, the sewage is changed into clear water, and a large amount of floccules are suspended in the clear water.
The image analysis process mainly analyzes and calculates the clear image and the floccule proportion of the water body after the reaction of adding the flocculating agent, and the higher the cleaning degree is and the higher the density of the identifiable floccule is, the more sufficient the flocculation reaction is. Therefore, a standard reference value needs to be set during image analysis, and whether the addition amount of the flocculating agent is enough or not is judged by calculating and comparing the image information acquired in real time. Namely, when the analysis result of the sewage photo taken above the first buffer tank 9 reaches the reference value, the addition amount of the flocculant is kept unchanged during the period. When the analysis result is lower than the reference value, the addition amount of the flocculating agent is increased in the period. The foregoing is the working principle of the vision system commonly found in the prior art and is not described in detail here.
Referring to fig. 3, a second embodiment of the sewage treatment chemical dosage control system based on image recognition is described:
this add dose control system setting between sewage equalizing basin 4 and sewage sedimentation tank 5, including first agitator tank 7, second agitator tank 8, first buffer tank 9, control terminal, the input of first agitator tank 7 is connected with sewage equalizing basin 4 through first suction pump 11, and the output of first agitator tank 7 is connected with the input of second agitator tank 8, the output and the sewage sedimentation tank 5 of second agitator tank 8
The input of first buffer tank 9 is connected, the output of first buffer tank 9 passes through the pipeline and is connected with sewage sedimentation tank 5, first agitator tank 7, the top of second agitator tank 8 and first buffer tank 9 all opens the setting, the top of first agitator tank 7 is equipped with first automatically controlled charge device, the top of second agitator tank 8 is equipped with the automatically controlled charge device of second, the top of first buffer tank 9 is provided with first image acquisition device 15, first suction pump 11, first automatically controlled charge device, the automatically controlled charge device of second and first image acquisition device 15 all have control terminal signal connection.
The sewage treatment device is characterized by further comprising a second buffer tank 10, wherein the input end of the second buffer tank 10 is connected with the output end of the first stirring tank 7, the output end of the second buffer tank 10 is connected with the input end of the second stirring tank 8, a second water suction pump 12 is installed between the output end of the first stirring tank 7 and the input end of the second buffer tank 10, a third water suction pump 13 is installed between the output end of the second buffer tank 10 and the input end of the second stirring tank 8, a fourth water suction pump 14 is installed between the output end of the second stirring tank 8 and the input end of the first buffer tank 9, a sewage discharge pipeline 17 connected with the sewage sedimentation tank 5 is installed at the output end of the second buffer tank 10, a first electric control drain valve is installed on the sewage discharge pipeline 17, and the second water suction pump 12, the third water suction pump 13, the fourth water suction pump 14 and the first electric drain valve are all in signal connection with a control terminal.
The top of the second buffer tank 10 is provided with a second image acquisition device 16, and the second image acquisition device 16 is in signal connection with the control terminal.
The first buffer tank 9 is provided with a first sewage backflow pipeline 18 connected to the top of the second stirring tank 8, the first sewage backflow pipeline 18 is provided with a fifth water suction pump, and the fifth water suction pump is in signal connection with the control terminal.
The second buffer tank 10 is provided with a second sewage backflow pipeline 19 connected to the top of the first stirring tank 7, and the second sewage backflow pipeline 19 is provided with a sixth water suction pump which is in signal connection with the control terminal.
The second embodiment is more accurate in controlling the amount of flocculant added than the first embodiment. The adding amount of the flocculating agent in the second stirring tank 8 can be monitored through the first buffer tank 9, and the adding amount of the flocculating agent in the first stirring tank 7 can be monitored through the second buffer tank 10. And rotating the direction of the sewage in the first buffer tank 9 and the second buffer tank 10 according to the judgment result. Taking monitoring of the adding amount of the flocculant in the first stirring tank 7 as an example, if the result of image analysis acquired by the second image acquisition device 16 at the top of the second buffer tank 10 indicates that the adding amount of the flocculant is sufficient, the sewage in the second buffer tank 10 is discharged into the second stirring tank 8 for next flocculation operation, and if the result of classification analysis indicates that the adding amount of the flocculant is insufficient, the sewage in the second stirring tank 8 flows back into the first stirring tank 7 through the second sewage backflow pipeline 19 for flocculant replenishment and stirring is continued. It should be noted that, the first agitation tank 7 and the second agitation tank 8 both work intermittently, and when a certain amount of sewage is sufficiently flocculated and stirred, the sewage is discharged into the corresponding buffer tank, and before the judgment result is obtained, new sewage is not temporarily supplemented into the first agitation tank 7 and the second agitation tank 8. Taking the first stirring tank 7 as an example, if the result of the image analysis collected by the second image collecting device 16 at the top of the second buffer tank 10 indicates that the adding amount of the flocculating agent is sufficient, the first stirring tank 7 is replenished with new sewage.
Through the arrangement of the double buffer tanks, the addition amount of each flocculating agent can be accurately controlled.
In addition, in order to further reduce the downtime of the first and second agitation tanks 7 and 8, the capacity of the conditioning tank is designed to be twice that of the agitation tank, and the conditioning tank plays a role of temporarily storing the sewage. When the adjusting tank is full of sewage, the discharge of new sewage in the first stirring tank 7 and the second stirring tank 8 is stopped, the sewage in the second adjusting tank is discharged into the first stirring tank 7, or the sewage in the first adjusting tank is discharged into the second stirring tank 8
It should be understood that the above-described embodiments are merely illustrative of the preferred embodiments of the present invention and the technical principles thereof. It will be understood by those skilled in the art that various modifications, equivalents, changes, and the like can be made to the present invention. However, these modifications are within the scope of the present invention as long as they do not depart from the spirit of the present invention. In addition, certain terms used in the specification and claims of the present application are not limiting, but are used merely for convenience of description.

Claims (6)

1. A sewage treatment chemical dosing control system based on image recognition is arranged between a sewage adjusting tank (4) and a sewage sedimentation tank (5) and is characterized by comprising a first stirring tank (7), a second stirring tank (8), a first buffer tank (9) and a control terminal, wherein the input end of the first stirring tank (7) is connected with the sewage adjusting tank (4) through a first suction pump (11), the output end of the first stirring tank (7) is connected with the input end of the second stirring tank (8), the output end of the second stirring tank (8) is connected with the input end of the first buffer tank (9), the output end of the first buffer tank (9) is connected with the sewage sedimentation tank (5) through a pipeline, the tops of the first stirring tank (7), the second stirring tank (8) and the first buffer tank (9) are opened, a first electric control chemical dosing device is arranged at the top of the first stirring tank (7), the top of second agitator tank (8) is equipped with the automatically controlled charge device of second, and the top of first buffer tank (9) is provided with first image acquisition device (15), and first suction pump (11), first automatically controlled charge device, the automatically controlled charge device of second and first image acquisition device (15) all have control terminal signal connection.
2. The sewage treatment dosing control system based on image recognition according to claim 1, wherein a second water pump (12) is installed between the output end of the first stirring tank (7) and the input end of the second stirring tank (8), a third water pump (13) is installed between the output end of the second stirring tank (8) and the input end of the first buffer tank (9), a sewage discharge pipeline (17) connected with the sewage sedimentation tank (5) is installed at the output end of the first buffer tank (9), a first electric control drain valve is installed on the sewage discharge pipeline (17), and the second water pump (12), the third water pump (13) and the first electric control drain valve are all in signal connection with a control terminal.
3. The sewage treatment dosage control system based on image recognition according to claim 1, further comprising a second buffer tank (10), wherein an input end of the second buffer tank (10) is connected with an output end of the first stirring tank (7), an output end of the second buffer tank (10) is connected with an input end of the second stirring tank (8), a second water pump (12) is installed between an output end of the first stirring tank (7) and an input end of the second buffer tank (10), a third water pump (13) is installed between an output end of the second buffer tank (10) and an input end of the second stirring tank (8), a fourth water pump (14) is installed between an output end of the second stirring tank (8) and an input end of the first buffer tank (9), a sewage discharge pipeline (17) connected with the sewage sedimentation tank (5) is installed at an output end of the second buffer tank (10), a first electric control drain valve is installed on the sewage discharge pipeline (17), and the second water suction pump (12), the third water suction pump (13), the fourth water suction pump (14) and the first electric control drain valve are in signal connection with a control terminal.
4. The sewage treatment dosing amount control system based on image recognition is characterized in that a second image acquisition device (16) is arranged at the top of the second buffer tank (10), and the second image acquisition device (16) is in signal connection with a control terminal.
5. The sewage treatment dosing amount control system based on image recognition is characterized in that a first sewage backflow pipeline (18) connected to the top of a second stirring tank (8) is installed on a first buffer tank (9), a fifth water suction pump is installed on the first sewage backflow pipeline (18), and the fifth water suction pump is in signal connection with a control terminal.
6. The sewage treatment dosing amount control system based on image recognition is characterized in that the second buffer tank (10) is provided with a second sewage backflow pipeline (19) connected to the top of the first stirring tank (7), the second sewage backflow pipeline (19) is provided with a sixth water suction pump, and the sixth water suction pump is in signal connection with the control terminal.
CN201921634888.9U 2019-09-27 2019-09-27 Sewage treatment dosing control system based on image recognition Active CN211620147U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112441654A (en) * 2020-11-02 2021-03-05 广州晋合水处理设备有限公司 Control system and method suitable for coagulating sedimentation
CN112456621A (en) * 2020-11-24 2021-03-09 四川齐力绿源水处理科技有限公司 Intelligent flocculation dosing control system and control method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112441654A (en) * 2020-11-02 2021-03-05 广州晋合水处理设备有限公司 Control system and method suitable for coagulating sedimentation
CN112456621A (en) * 2020-11-24 2021-03-09 四川齐力绿源水处理科技有限公司 Intelligent flocculation dosing control system and control method

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