Full-automatic coagulation dosing water treatment device

Abstract

The invention provides a full-automatic coagulation medicine adding treatment device, and relates to the technical field of medicine liquid coagulation treatment, the full-automatic coagulation medicine adding treatment device comprises a rack and an electric cabinet, a raw water turbidity measuring assembly, reaction assemblies and a medicine adding assembly are installed on the rack, and the multiple reaction assemblies are distributed in a matrix mode; the raw water turbidity measuring assembly is mounted on the raw water liquid inlet pipeline and is used for measuring the turbidity of raw water to be injected into the reaction assemblies, and the chemical adding assembly is used for adding a preset amount of chemicals into each reaction assembly; wherein each reaction assembly comprises a reaction cup, a stirring motor is mounted on the reaction cup, and a stirring paddle for stirring and reacting raw water and a medicament in the reaction cup is mounted on an output shaft of the stirring motor; and a supernatant turbidimeter for measuring the turbidity of the supernatant after the coagulation reaction of the raw water in the reaction cup is mounted on the dosing assembly. The problem that in the prior art, the test period for outputting the optimal dosage in the water coagulation experiment is long is solved.

Description

Technical Field

[0001] This invention relates to the field of chemical coagulation treatment technology, and in particular to a fully automated coagulation and chemical treatment device. Background Technology

[0002] Water is the source of life, and safe drinking water is essential for people's health. Before obtaining safe drinking water, real-time monitoring and treatment are necessary to ensure it meets national drinking water standards before it can be supplied to households. Coagulation is a crucial process in water treatment used to remove suspended solids and colloidal impurities.

[0003] In current technologies, water coagulation experiments mainly involve manually adding chemicals, using a semi-automatic six-unit mixer to assist in mixing the water sample, then manually extracting the supernatant after coagulation, and measuring water quality parameters to complete the experiment. However, because the amount of chemicals added affects the water coagulation results, water coagulation experiments require a large amount of manual work and comparative experiments to determine the optimal dosage in order to obtain the best solution for water treatment. The comparative results obtained from the entire experiment can take several hours or more.

[0004] It is evident that the existing technology suffers from a long experimental cycle in determining the optimal dosage for water coagulation experiments. Summary of the Invention

[0005] The purpose of this invention is to provide a fully automated coagulation and chemical dosing water treatment device, which solves the problem of long test cycles for outputting the optimal dosage in water coagulation experiments in the prior art.

[0006] To achieve this objective, the present invention adopts the following technical solution: A fully automated coagulation and chemical dosing water treatment device includes a frame and an electrical control box. The frame is equipped with a raw water turbidity measurement component, a reaction component, and a chemical dosing component. Multiple reaction components are arranged in a matrix. The raw water turbidity measurement component is installed on the raw water inlet pipe and is used to measure the turbidity of the raw water to be injected into the reaction components. The chemical dosing component is used to add a preset amount of chemical to each reaction component. Each of the reaction components includes a reaction cup, on which a stirring motor is installed. The output shaft of the stirring motor is equipped with a stirring paddle for stirring the raw water and reagents in the reaction cup. The dosing component is equipped with a supernatant turbidity meter for measuring the turbidity of the supernatant after the coagulation reaction of the raw water in the reaction cup.

[0007] Optionally, the reaction cup includes a cup body and a cup lid connected to each other. The cup body is rectangular in shape and its inner bottom wall is spherically concave. The stirring motor is installed on the cup lid. A waterproof ring that abuts against the cup lid is sleeved on the output shaft of the stirring motor. The cup lid has a dosing port that communicates with the internal cavity of the cup body.

[0008] Optionally, the side wall of the cup body is provided with a first liquid inlet and a first overflow outlet arranged adjacent to each other, and the bottom of the cup body is provided with a first liquid outlet. The first liquid inlet, the first liquid outlet and the first overflow outlet are all connected to the internal cavity of the cup body.

[0009] Optionally, the first inlet is connected to the inlet pump via a pipeline, the inlet pump being used to inject raw water into each of the reaction cups, the first overflow port is connected to the overflow pump via a pipeline, and the first outlet is connected to the waste discharge pump via a pipeline.

[0010] Optionally, the number of reaction components is set to 9, and the 9 reaction components are arranged in 3 rows and 3 columns, with the height of the three rows of reaction components being different along the Z-axis.

[0011] Optionally, the dosing assembly includes a dosing needle, an injection pump, and a moving component. The dosing needle and the injection pump are connected by tubing. The dosing needle is used to inject the reagent into the reaction cup. The injection pump is mounted on the platform of the frame. The moving component is used to drive the dosing needle and the supernatant turbidimeter to move along the XYZ axis.

[0012] Optionally, the moving component includes a second moving module, a first moving module, and a third moving module connected in sequence. The first moving module is used to drive the third moving module to move along the X-axis direction. The second moving module is connected to the frame and is used to drive the first moving module and the third moving module to move along the Y-axis direction. The third moving module is used to drive the dosing needle and the supernatant turbidimeter to move along the Z-axis direction.

[0013] Optionally, the raw water turbidity measurement component includes a turbidity box connected to the raw water inlet pipeline, and a raw water turbidity meter for measuring the turbidity of the raw water in the turbidity box is installed on the turbidity box.

[0014] Optionally, it also includes a cleaning tank, and the inlet pump is also used to inject cleaning liquid into the reaction cup and the cleaning tank, and the cleaning tank is used to clean the supernatant turbidity meter after the supernatant turbidity measurement.

[0015] Optionally, the cleaning tank is provided with cleaning chambers and overflow chambers spaced apart. The cleaning tank has a second inlet, a second outlet and a second overflow port. The second inlet and the second outlet are respectively connected to the cleaning chambers, and the second overflow port is connected to the overflow chambers.

[0016] Compared with the prior art, the present invention has the following beneficial effects: This invention provides a fully automated coagulation and chemical dosing water treatment device. By integrating a raw water turbidity measurement component, a chemical dosing component, and multiple reaction components on a frame, it can automatically complete the entire process of raw water testing, chemical dosing, stirring reaction, and supernatant turbidity measurement, significantly reducing manual operation and improving experimental efficiency. This treatment device can simultaneously conduct parallel experiments on multiple reaction components. By real-time monitoring and comparison of the coagulation effects of different dosages, the optimal dosage can be determined in a shorter time, shortening the experimental cycle that previously required several hours. Through the real-time monitoring functions of the raw water turbidity meter and the supernatant turbidity meter, changes in water quality before and after coagulation can be automatically collected and recorded, providing objective data support for coagulation effect analysis and subsequent water treatment. Therefore, this invention solves the problem of long experimental cycles in existing technologies for determining the optimal dosage in water coagulation experiments. Attached Figure Description

[0017] To more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0018] The structures, proportions, sizes, etc., shown in the accompanying drawings of this specification are only for the purpose of assisting those skilled in the art in understanding and reading the content disclosed in the specification, and are not intended to limit the conditions under which the present invention can be implemented. Therefore, they have no substantial technical significance. Any modifications to the structure, changes in the proportions, or adjustments to the size, without affecting the effects and objectives that the present invention can produce, should still fall within the scope of the technical content disclosed in the present invention.

[0019] Figure 1 This is a three-dimensional structural diagram of a fully automated coagulation and chemical dosing water treatment device provided in an embodiment of the present invention; Figure 2 This is a top view schematic diagram of a fully automated coagulation and chemical dosing water treatment device provided in an embodiment of the present invention; Figure 3 This is a partial structural diagram of the dosing component in a fully automated coagulation and dosing water treatment device provided in an embodiment of the present invention; Figure 4 This is an exploded structural diagram of the raw water turbidity measurement component in a fully automated coagulation and chemical dosing water treatment device provided in an embodiment of the present invention; Figure 5 This is a schematic diagram of the exploded structure of the reaction components in a fully automated coagulation and chemical dosing water treatment device provided in an embodiment of the present invention; Figure 6 This is a cross-sectional structural diagram of the reaction component in a fully automated coagulation and chemical dosing water treatment device provided in an embodiment of the present invention; Figure 7 for Figure 6 A magnified structural diagram at point A; Figure 8 This is a cross-sectional structural diagram of the cleaning tank in a fully automated coagulation and chemical dosing water treatment device provided in an embodiment of the present invention; Figure 9 This is a schematic diagram of the liquid circuit principle of a fully automated coagulation and chemical dosing water treatment device provided in an embodiment of the present invention.

[0020] Illustration: 10. Rack; 20. Electrical control box; 30. Raw water turbidity measurement component; 31. Turbidity box; 311. Box body; 312. Box cover; 32. Raw water turbidity meter; 33. Sealing ring; 40. Reaction assembly; 41. Reaction cup; 411. Cup body; 4111. First inlet; 4112. First overflow port; 4113. First outlet; 412. Cup cover; 4121. Dosing port; 4122. Sealing groove; 42. Stirring motor; 43. Stirring paddle; 44. Waterproof ring; 441. Annular groove; 50. Dosing assembly; 51. Dosing needle; 52. Injection pump; 53. First moving module; 54. Second moving module; 55. Third moving module; 60. Supernatant turbidity meter; 70. Cleaning tank; 71. Cleaning chamber; 72. Overflow chamber; 73. Second liquid inlet; 74. Second liquid outlet; 75. Second overflow outlet. Detailed Implementation

[0021] To make the objectives, features, and advantages of this invention more apparent and understandable, the technical solutions of the embodiments of this invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the embodiments described below are only some embodiments of this invention, and not all embodiments. Based on the embodiments of this invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this invention.

[0022] In the description of this invention, it should be understood that the terms "upper," "lower," "top," "bottom," "inner," and "outer," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing the invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the invention. It should be noted that when a component is considered to be "connected" to another component, it can be directly connected to the other component or there may be a component positioned centrally in the connection.

[0023] The technical solution of the present invention will be further described below with reference to the accompanying drawings and specific embodiments.

[0024] This invention provides a fully automated coagulation and chemical dosing water treatment device, such as... Figures 1 to 9 As shown, the device includes a frame 10 and an electrical control box 20. The frame 10 is equipped with a raw water turbidity measurement component 30, a reaction component 40, and a dosing component 50. Multiple reaction components 40 are arranged in a matrix. The raw water turbidity measurement component 30 is installed on the raw water inlet pipe and is used to measure the turbidity of the raw water that is about to be injected into the reaction component 40. The dosing component 50 is used to add a preset amount of reagent to each reaction component 40. Each reaction assembly 40 includes a reaction cup 41, on which a stirring motor 42 is installed. A stirring paddle 43 for stirring the raw water and reagents in the reaction cup 41 is fixedly installed on the output shaft of the stirring motor 42. A supernatant turbidity meter 60 is installed on the dosing assembly 50 for measuring the turbidity of the supernatant after the coagulation reaction of the raw water in the reaction cup 41.

[0025] It should be noted that the fully automated coagulation and chemical dosing water treatment device provided by this invention integrates a raw water turbidity measurement component 30, a chemical dosing component 50, and multiple reaction components 40 on the frame 10. This allows for the automatic completion of the entire process, including raw water testing, chemical dosing, stirring reaction, and supernatant turbidity measurement, significantly reducing manual operation and improving experimental efficiency. This treatment device can simultaneously conduct parallel experiments on multiple reaction components 40. By real-time monitoring and comparison of the coagulation effects with different dosages, the optimal dosage can be determined in a shorter time, shortening the experimental cycle from several hours. The real-time monitoring functions of the raw water turbidity meter 32 and the supernatant turbidity meter 60 automatically collect and record changes in water quality before and after coagulation, providing objective data support for coagulation effect analysis and subsequent water treatment. Therefore, this invention solves the problem of long experimental cycles in existing technologies for determining the optimal dosage in water coagulation experiments.

[0026] It should also be noted that this invention is a fully automated coagulation and chemical dosing water treatment device. This invention provides a complete, unmanned system for coagulation experiments in water treatment, automatically detecting, automatically adding chemicals, automatically conducting comparative experiments, and outputting the optimal dosage to guide water treatment. Under normal operation, this invention can produce results within one hour. When water quality changes significantly, this invention can quickly provide water treatment results with the correct dosage in approximately 30 minutes, guiding water plants to adjust their water treatment strategies in a timely manner.

[0027] like Figures 1 to 7 As shown, the reaction cup 41 includes a cup body 411 and a cup lid 412 connected to each other. The cup body 411 is rectangular in shape and its inner bottom wall is spherically concave. A stirring motor 42 is mounted on the cup lid 412. A waterproof ring 44 is fitted onto the output shaft of the stirring motor 42 and abuts against the cup lid 412. The cup lid 412 has a dosing port 4121 that communicates with the internal cavity of the cup body 411. In this embodiment, the cup body 411 and the cup lid 412 are fastened together by screws. The cup lid 412 has a sealing groove 4122. The waterproof ring 44 is located in the sealing groove 4122. The outer wall of the waterproof ring 44 has an annular groove 441. The cross-section of the annular groove 441 is V-shaped or U-shaped.

[0028] In specific implementation, a waterproof ring 44 is set between the cup lid 412 and the stirring motor 42, and a sealing groove 4122 is formed on the cup lid 412. The waterproof ring 44 is embedded in the sealing groove 4122, which improves the sealing performance at the joint between the cup lid 412 and the stirring motor 42, effectively preventing liquid leakage during the stirring reaction and ensuring the cleanliness and safety of the experimental environment. Because the outer wall of the waterproof ring 44 has an annular groove 441 with a V-shaped or U-shaped cross-section, the waterproof ring 44 has good deformation space under axial pressure, thereby achieving better elastic fit and sealing effect, further improving the waterproof reliability of the device under long-term operation. Since the inner bottom wall of the cup body 411 is a spherical concave surface, it can reduce dead zones in the fluid during stirring, promote the uniform mixing of raw water and reagents in the reaction cup 41, thereby improving the coagulation reaction efficiency and the accuracy of experimental results.

[0029] like Figures 5 to 7 As shown, the side wall of the cup body 411 is provided with a first liquid inlet 4111 and a first overflow outlet 4112 arranged adjacent to each other, and the bottom of the cup body 411 is provided with a first liquid outlet 4113. The first liquid inlet 4111, the first liquid outlet 4113 and the first overflow outlet 4112 are all connected to the internal cavity of the cup body 411.

[0030] In practical implementation, since both the first inlet 4111 and the first outlet 4113 are connected to the internal cavity of the cup body 411, automatic injection of raw water and automatic discharge of liquid after coagulation reaction can be achieved, reducing manual intervention and improving the automation level of the experimental process. By setting a first overflow port 4112 adjacent to the first inlet 4111 on the side wall of the cup body 411, the liquid level can be automatically maintained constant during the reaction process, preventing excessive liquid injection or overflow of reaction liquid, thereby ensuring that the liquid volume in each reaction cup 41 is consistent and improving the comparability and repeatability of experimental results.

[0031] like Figures 1 to 9 As shown, the first inlet 4111 is connected to the inlet pump via a pipeline, which is used to inject raw water into each reaction cup 41. The first overflow port 4112 is connected to the overflow pump via a pipeline, and the first outlet 4113 is connected to the waste discharge pump via a pipeline. In this embodiment, ball valves are installed between the reaction cup 41 and the pipelines of the inlet pump and the waste discharge pump, respectively, and pinch valves are installed between the reaction cup 41 and the pipeline of the overflow pump.

[0032] In practical implementation, by connecting the inlet pump, overflow pump, and waste discharge pump to the first inlet 4111, first overflow 4112, and first outlet 4113 respectively, the water inlet, overflow, and waste discharge operations of the reaction cup 41 can be automatically completed without manual intervention, significantly improving the automation level and work efficiency of the experiment. By installing ball valves between the reaction cup 41 and the inlet and waste discharge pumps, and pinch valves between the reaction cup 41 and the overflow pump, the inlet, discharge, and overflow processes of each reaction cup 41 can be independently controlled, enabling parallel or individual operation of multiple coagulation experiments with flexible operation. The valves also serve to prevent backflow and isolate the liquid system, avoiding cross-flow or contamination between different reaction cups 41, ensuring the independence and data accuracy of each experimental group, and preventing damage to the equipment from backflow when the pump stops.

[0033] like Figure 1 As shown, the number of reaction components 40 is set to 9, and the 9 reaction components 40 are arranged in 3 rows and 3 columns. The height of the three rows of reaction components 40 along the Z-axis is different, while the height of each reaction component 40 in the same row along the Z-axis is the same.

[0034] In practical implementation, the nine reaction components 40 are arranged in a matrix of three rows and three columns, with the three rows of reaction components 40 having different heights along the Z-axis. This makes the overall structure of the device more compact and rational, making full use of three-dimensional space and reducing the equipment's footprint. The layered layout with different heights facilitates smoother arrangement of the inlet, dosing, overflow, and drain pipelines between the reaction components 40, avoiding pipeline crossings and improving the ease of assembly and maintenance. Because the three rows of reaction components 40 are arranged at different heights, it is convenient for experimental personnel to observe the coagulation reaction and liquid level changes in each reaction cup 41 during operation. It also facilitates the inspection or replacement of individual reaction components 40, improving equipment safety and maintenance efficiency. The nine reaction components 40 can simultaneously conduct coagulation experiments under different dosages or conditions, enabling parallel comparative testing of multiple samples, significantly shortening the experimental cycle, and quickly outputting data on the optimal dosage and coagulation effect of the raw water.

[0035] like Figures 1 to 3 As shown, the dosing assembly 50 includes a dosing needle 51, an injection pump 52, and a moving part. The dosing needle 51 and the injection pump 52 are connected by pipelines. The dosing needle 51 is used to inject the reagent into the reaction cup 41. The injection pump 52 is mounted on the table of the frame 10. The moving part is used to drive the dosing needle 51 and the supernatant turbidimeter 60 to move along the XYZ axis.

[0036] In practice, the dosing assembly 50 is connected to the dosing needle 51 via the syringe pump 52, enabling it to automatically and quantitatively inject reagents into each reaction cup 41 according to a set program. This avoids measurement errors caused by manual dosing and achieves precise control of reagent dosing. The dosing needle 51 is driven to move along the XYZ axes by a moving component, allowing the same dosing assembly 50 to sequentially dosing multiple reaction assemblies 40. This eliminates the need for a separate dosing device for each reaction cup 41, simplifying the structure, reducing costs, and improving equipment versatility. The moving component not only drives the dosing needle 51 but also moves the supernatant turbidity meter 60 between different reaction cups 41, enabling the sharing and automatic switching of dosing and detection functions, improving detection efficiency and the integration level of the device. Due to the high control precision of the syringe pump 52, precise injection of trace amounts of reagent can be achieved. Combined with the accurate movement of the moving component, this ensures consistent dosing amounts in each reaction cup 41, thereby improving the repeatability and data reliability of the coagulation experiment.

[0037] like Figures 1 to 3As shown, the moving parts include a second moving module 54, a first moving module 53, and a third moving module 55 connected in sequence. The first moving module 53 drives the third moving module 55 to move along the X-axis. The second moving module 54 is connected to the frame 10 and drives the first moving module 53 and the third moving module 55 to move along the Y-axis. The third moving module 55 drives the dosing needle 51 and the supernatant turbidimeter 60 to move along the Z-axis. In this embodiment, the first moving module 53, the second moving module 54, and the third moving module 55 are all structures known in the art, and their specific structures will not be described in detail.

[0038] In practical implementation, a three-axis linkage structure consisting of a first moving module 53, a second moving module 54, and a third moving module 55 is set up, enabling the dosing needle 51 and the supernatant turbidimeter 60 to move independently and precisely in the XYZ directions. This achieves accurate positioning and automatic dosing and detection operations for multiple reaction components 40. The three-axis movement design allows for rapid switching between multiple reaction cups 41 under program control, eliminating the need for manual movement or adjustment, significantly improving dosing and detection efficiency, and shortening the coagulation experiment cycle. Through the coordinated work of each moving module, highly repeatable and high-precision displacement control can be achieved in three-dimensional space, ensuring the accuracy of the injection position of the dosing needle 51 and the sampling position of the supernatant turbidimeter 60, thereby improving the reliability and consistency of experimental data.

[0039] like Figure 1 and Figure 4 As shown, the raw water turbidity measurement assembly 30 includes a turbidity box 31 connected to the raw water inlet pipeline, and a raw water turbidity meter 32 for measuring the turbidity of the raw water inside the turbidity box 31 is installed on the turbidity box 31. In this embodiment, the turbidity box 31 includes a box body 311 and a box cover 312. The box body 311 is connected to the raw water inlet pipeline, and one end of the raw water turbidity meter 32 passes through the box cover 312 and is embedded in the box body 311. A sealing ring 33 is installed between the box body 311 and the box cover 312.

[0040] In practice, a turbidity box 31 connected to the raw water inlet pipe is installed, and a raw water turbidity meter 32 is installed inside the turbidity box 31. This allows for real-time detection of the turbidity of the raw water before it enters the reaction assembly 40, ensuring the accuracy of the parameters for the coagulation experiment water and providing reliable data support for subsequent dosing control. The turbidity box 31 consists of a box body 311 and a box cover 312, with a sealing ring 33 between them. This effectively prevents liquid leakage and the entry of external gases, ensuring the airtightness of the turbidity measurement environment, avoiding measurement errors, and improving measurement stability. Because the box body 311 is directly connected to the raw water inlet pipe, the liquid flow is continuous and smooth, without the formation of stagnant areas or bubble interference, which helps to obtain more stable and accurate raw water turbidity detection results.

[0041] like Figure 1 and Figure 8 As shown, the system also includes a cleaning tank 70. An inlet pump is used to inject cleaning fluid into the reaction cup 41 and the cleaning tank 70. The cleaning tank 70 is used to clean the supernatant turbidity meter 60 after supernatant turbidity measurement. The cleaning tank 70 has spaced-apart cleaning chambers 71 and overflow chambers 72. The cleaning tank 70 has a second inlet 73, a second outlet 74, and a second overflow port 75. The second inlet 73 and the second outlet 74 communicate with the cleaning chamber 71, and the second overflow port 75 communicates with the overflow chamber 72. In this embodiment, the second inlet 73 is located on the side wall of the cleaning tank 70, the second outlet 74 and the second overflow port 75 are located at the bottom of the cleaning tank 70. The second inlet 73 is connected to the inlet pump via a pipeline, the second outlet 74 is connected to the waste discharge pump via a pipeline, and the second overflow port 75 is connected to the overflow pump via a pipeline.

[0042] In practical implementation, a cleaning tank 70 is set up, and a liquid inlet pump injects cleaning solution into the cleaning tank 70 and the reaction cup 41. This allows for automatic cleaning after the supernatant turbidity meter 60 completes its detection, avoiding manual cleaning and improving the system's automation and operational efficiency. Because the cleaning tank 70 cleans the supernatant turbidity meter 60 promptly, it effectively removes residual impurities and reagents from the probe surface, preventing the previous sample from affecting the next measurement result, thereby improving the accuracy and repeatability of turbidity detection. By setting a second inlet 73, a second outlet 74, and a second overflow port 75 on the cleaning tank 70, which are connected to the inlet pump, waste pump, and overflow pump pipelines respectively, the injection, discharge, and overflow control of the cleaning solution are achieved, ensuring a smooth fluid path without blockages or backflow during the cleaning process, and ensuring safe and stable operation. The automatic cleaning mechanism reduces deposition and corrosion on the turbidity meter probe surface, lowers the frequency of manual cleaning, thereby extending the service life of the supernatant turbidity meter 60 and improving the long-term stability of the entire system.

[0043] Working Principle: During operation, the inlet pump sequentially draws raw water into nine reaction cups 41. The raw water turbidity measuring component 30 in the liquid path measures the turbidity of the raw water. Based on the measured turbidity value and the raw water volume, the dosage is calculated. The moving part drives the dosing needle 51 to add the reagent sequentially into the nine reaction cups 41. The dosage is precisely controlled by the injection pump 52. After the dosing is completed, the stirring paddle 43 in the reaction cups 41 simultaneously starts to perform rapid and slow stirring, making the reagent more evenly mixed and forming a colloidal substance (flocculation). The raw water mixture is left to stand for a period of time, allowing the colloidal substance (flocculation) to accumulate at the bottom of the reaction cups 41 and form layers. The upper layer of the reaction cups 41 is the supernatant, and the lower layer is the floc. The supernatant turbidity meter 60, driven by the moving part, sequentially measures multiple points of the supernatant in the nine reaction cups 41. When the dosage of the drug added to the 9 reaction cups 41 increases or decreases sequentially, a more scientific and reasonable drug addition plan can be provided by measuring the turbidity of the supernatant.

[0044] In addition, the inlet pump sequentially draws tap water into the nine reaction cups 41, and the stirring motor 42 drives the stirring paddle 43 to rotate, thereby cleaning the reaction cups 41. After the supernatant turbidity meter 60 completes the measurement, the inlet pump simultaneously adds tap water to the cleaning tank 70. Under the movement of the moving parts, the supernatant turbidity meter 60 is moved into the cleaning tank 70, and the self-cleaning function of the supernatant turbidity meter 60 is activated, completing the cleaning of the supernatant turbidity meter 60.

[0045] For example, the fully automated coagulation and chemical dosing water treatment device provided in this embodiment of the invention has the following specific working process: Raw water inlet procedure: Pressing the device start button opens the raw water ball valve, and the raw water is first pumped into the raw water turbidity measuring component 30 by the inlet pump. After standing for 1 minute, the raw water turbidity value is measured as 5 NTU by the raw water turbidity meter 32 (this value is for illustrative purposes only). Simultaneously, the inlet ball valves open sequentially, and the inlet pump pumps the raw water into reaction cups 41 (numbers 1 to 9), with a raw water volume of 1.5L. At the same time, the overflow pump opens, and the nine pinch valves open sequentially, causing mechanical overflow in reaction cup 41.

[0046] Dosing of the drug: Based on preliminary calculations, the dosage is approximately 50 µL (this value is for illustrative purposes only). Using 50 µL as the baseline dosage, increments or decrements of 5 µL are used (this value is for illustrative purposes only). The drug is sequentially drawn using the syringe pump 52, and the moving part drives the dosing needle 51 to move, adding 30 µL to reaction vessel 1, 35 µL to reaction vessel 2, 40 µL to reaction vessel 3, 45 µL to reaction vessel 41, 50 µL to reaction vessel 5, 55 µL to reaction vessel 6, 60 µL to reaction vessel 7, 65 µL to reaction vessel 8, and 70 µL to reaction vessel 9.

[0047] Stirring and settling: After the chemical addition is completed, the nine stirring motors 42 drive the corresponding nine stirring paddles 43 to stir rapidly for 1 minute and then slowly for 5 minutes. The chemical reacts with the raw water to form a gel-like substance (alum floc). The mixture is allowed to stand for 20 minutes to allow the gel-like substance and the supernatant to separate into layers. In the reaction vessel 41, the upper layer is the supernatant and the lower layer is the gel-like substance (alum floc).

[0048] Supernatant turbidity measurement: The moving part drives the supernatant turbidity meter 60 to move, and the third moving module 55 drives the supernatant turbidity meter 60 to probe to 1 / 3 of the original water volume below the liquid surface of the reaction cup 41, and supernatant turbidity is measured at multiple locations.

[0049] Cleaning of the supernatant turbidity meter 60: Open the cleaning inlet ball valve, and the inlet pump adds 90mL of tap water into the cleaning chamber 71 of the cleaning tank 70. The moving part drives the supernatant turbidity meter 60 to move into the cleaning chamber 71 of the cleaning tank 70. After the turbidity meter's self-cleaning function is activated, the cleaning is completed. At the same time as the cleaning tank 70 is filled with liquid, the overflow pinch valve is opened.

[0050] Waste liquid discharge: The drain ball valves of the nine reaction cups 41 are opened in sequence, and the waste pump discharges the waste liquid in the reaction cups 41.

[0051] Data analysis: Combining big data from the water plant, based on the measured turbidity of the supernatant, the most reasonable dosage of reagents is determined.

[0052] The above-described embodiments are only used to illustrate the technical solutions of the present invention, and are not intended to limit it. Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some of the technical features. Such modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of the present invention.

Claims

1. A fully automated coagulation and chemical dosing water treatment device, characterized in that, The device includes a frame (10) and an electrical control box (20). The frame (10) is equipped with a raw water turbidity measurement component (30), a reaction component (40), and a dosing component (50). Multiple reaction components (40) are arranged in a matrix. The raw water turbidity measurement component (30) is installed on the raw water inlet pipe and is used to measure the turbidity of the raw water that is about to be injected into the reaction component (40). The dosing component (50) is used to add a preset amount of reagent to each reaction component (40). Each of the reaction components (40) includes a reaction cup (41), on which a stirring motor (42) is installed. A stirring paddle (43) for stirring the raw water and reagents in the reaction cup (41) is installed on the output shaft of the stirring motor (42). A supernatant turbidity meter (60) for measuring the turbidity of the supernatant after the coagulation reaction of the raw water in the reaction cup (41) is installed on the dosing component (50).

2. The fully automated coagulation and chemical dosing water treatment device according to claim 1, characterized in that, The reaction cup (41) includes a cup body (411) and a cup cover (412) connected to each other. The cup body (411) is rectangular in shape and its inner bottom wall is spherically concave. The stirring motor (42) is installed on the cup cover (412). A waterproof ring (44) is sleeved on the output shaft of the stirring motor (42) and abuts against the cup cover (412). The cup cover (412) has a dosing port (4121) that communicates with the internal cavity of the cup body (411).

3. The fully automated coagulation and chemical dosing water treatment device according to claim 2, characterized in that, The side wall of the cup body (411) is provided with a first liquid inlet (4111) and a first overflow outlet (4112) arranged adjacent to each other, and the bottom of the cup body (411) is provided with a first liquid outlet (4113). The first liquid inlet (4111), the first liquid outlet (4113) and the first overflow outlet (4112) are all connected to the internal cavity of the cup body (411).

4. The fully automated coagulation and chemical dosing water treatment device according to claim 3, characterized in that, The first inlet (4111) is connected to the inlet pump via a pipeline. The inlet pump is used to inject raw water into each of the reaction cups (41). The first overflow port (4112) is connected to the overflow pump via a pipeline. The first outlet (4113) is connected to the waste discharge pump via a pipeline.

5. The fully automated coagulation and chemical dosing water treatment device according to any one of claims 1 to 4, characterized in that, The number of reaction components (40) is set to 9, and the 9 reaction components (40) are arranged in 3 rows and 3 columns. The heights of the three rows of reaction components (40) along the Z-axis are different.

6. The fully automated coagulation and chemical dosing water treatment device according to any one of claims 1 to 4, characterized in that, The dosing assembly (50) includes a dosing needle (51), an injection pump (52), and a moving part. The dosing needle (51) and the injection pump (52) are connected by tubing. The dosing needle (51) is used to inject the drug into the reaction cup (41). The injection pump (52) is mounted on the table of the frame (10). The moving part is used to drive the dosing needle (51) and the supernatant turbidimeter (60) to move along the XYZ axis.

7. The fully automated coagulation and chemical dosing water treatment device according to claim 6, characterized in that, The moving component includes a second moving module (54), a first moving module (53), and a third moving module (55) connected in sequence. The first moving module (53) is used to drive the third moving module (55) to move along the X-axis. The second moving module (54) is connected to the frame (10). The second moving module (54) is used to drive the first moving module (53) and the third moving module (55) to move along the Y-axis. The third moving module (55) is used to drive the dosing needle (51) and the supernatant turbidimeter (60) to move along the Z-axis.

8. The fully automated coagulation and chemical dosing water treatment device according to claim 1, characterized in that, The raw water turbidity measurement component (30) includes a turbidity box (31) connected to the raw water inlet pipeline, and a raw water turbidity meter (32) for measuring the turbidity of the raw water in the turbidity box (31) is installed on the turbidity box (31).

9. The fully automated coagulation and chemical dosing water treatment device according to any one of claims 1 to 4 or 8, characterized in that, It also includes a cleaning tank (70), and the inlet pump is also used to inject cleaning liquid into the reaction cup (41) and the cleaning tank (70). The cleaning tank (70) is used to clean the supernatant turbidity meter (60) after the supernatant turbidity measurement.

10. The fully automated coagulation and chemical dosing water treatment device according to claim 9, characterized in that, The cleaning tank (70) is provided with a cleaning chamber (71) and an overflow chamber (72) spaced apart. The cleaning tank (70) is provided with a second inlet (73), a second outlet (74) and a second overflow port (75). The second inlet (73) and the second outlet (74) are respectively connected to the cleaning chamber (71), and the second overflow port (75) is connected to the overflow chamber (72).

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