Wastewater treatment method of water purification equipment, electronic equipment and water purification equipment

Abstract

The invention relates to the technical field of water purification equipment, in particular to a wastewater treatment method of water purification equipment, electronic equipment and the water purification equipment. The wastewater treatment method of the water purification equipment comprises the following steps: acquiring a water passing quantity parameter of a water purification system in real time; based on the water passing amount parameter, a liquid level change trigger signal of the liquid level detection device, a box body in-place trigger signal of the in-place detection device and a weight parameter of the weight detection device, multiple response judgment is executed, and a wastewater replacement prompt program or a wastewater forced treatment program is executed according to a judgment result; if the forced wastewater treatment program is executed, whether the forced wastewater treatment program is terminated or not is determined according to a box body in-place trigger signal of the in-place detection device and weight parameters and raw water quality parameters of the weight detection device. According to the invention, the input of high TDS raw water during excessive accumulation of wastewater can be avoided, the scaling risk of the reverse osmosis membrane is reduced, and the effluent quality is improved.

Description

Technical Field

[0001] This application relates to the field of water purification equipment technology, and more specifically, to a wastewater treatment method, electronic equipment, and water purification equipment. Background Technology

[0002] Currently, with the increasing demands for drinking water quality, reverse osmosis water purifiers are widely used in homes and offices due to their high-efficiency water purification capabilities. In a reverse osmosis water purifier, the raw water is filtered through a reverse osmosis membrane and then split into two streams: one stream is pure drinking water, and the other stream is wastewater containing a higher concentration of impurities (i.e., concentrated water), thus achieving the output of purified water.

[0003] In related technologies, to achieve a compact structure and ease of use, water purifiers adopt an integrated raw and wastewater tank design. This means that raw water and wastewater share a single tank. Raw water is added to this tank before use, and wastewater generated during operation also flows back into it. During use, a low-level float switch inside the tank prompts the user to add raw water and empty the wastewater when the water level drops below or equal to a preset level. This prevents excessive wastewater accumulation from increasing the TDS (Total Dissolved Solids) of the raw water. However, this method relies solely on water level changes. If the user fails to empty the wastewater promptly and directly adds raw water, the TDS of the mixed raw water will significantly increase. This not only exacerbates the risk of scaling on the reverse osmosis membrane but also affects the quality of the effluent, posing a potential health hazard. Summary of the Invention

[0004] In view of this, this application provides a wastewater treatment method, electronic device and water purification equipment for a water purification device, so as to avoid the input of high TDS raw water when wastewater is excessively accumulated, reduce the risk of reverse osmosis membrane scaling and improve the quality of effluent.

[0005] In a first aspect, this application provides a wastewater treatment method for a water purification device. The water purification device includes an integrated wastewater storage tank and a water purification system connected to the storage tank. The storage tank is equipped with a liquid level detection device, and a weight detection device and a positioning detection device are installed at the tank's installation location. The liquid level detection device detects the water level in the storage tank and is triggered when the water level reaches a minimum liquid level threshold. The weight detection device detects the weight of the integrated wastewater storage tank. The positioning detection device detects the installation status of the storage tank and is triggered when the tank is reinstalled after being removed from its original position. The wastewater treatment method includes: real-time acquisition... The water flow rate parameter of the water purification system represents the amount of pure water produced by the system or the raw water of the system. Based on the water flow rate parameter, the liquid level change trigger signal of the liquid level detection device, and the tank position trigger signal of the position detection device, a multi-response judgment is performed, and a wastewater replacement prompt procedure or a wastewater forced treatment procedure is executed according to the judgment result. If the wastewater forced treatment procedure is executed, it is determined whether to terminate the wastewater forced treatment procedure based on the tank position trigger signal of the position detection device and the weight parameter of the weight detection device. The weight parameter represents the weight of the original integrated wastewater storage tank after the water level change.

[0006] By employing the aforementioned technical solution, a multi-response judgment mechanism based on multi-dimensional parameters—namely, the water flow parameters of the water purification system, the liquid level change trigger signal of the water tank level detection device, the tank positioning trigger signal of the positioning detection device, and the weight parameters of the water tank weight detection device—can be constructed to determine the accumulation and pollution level of wastewater in the original integrated wastewater storage tank. Through dynamic assessment and response to the degree of water quality deterioration, differentiated wastewater replacement prompts or forced treatment procedures can be executed. Furthermore, when executing the forced treatment procedure, the tank positioning status is used as the reset judgment condition, and the weight change of the original integrated wastewater storage tank is used as the judgment condition for determining that wastewater has been dumped. In this way, the wastewater dumping operation can be effectively executed to avoid the continuous input of high-TDS raw water into the system, reduce the risk of reverse osmosis membrane scaling, extend filter cartridge life, and improve the safety of effluent water quality.

[0007] In an optional implementation of the wastewater treatment method for the aforementioned water purification equipment, the step of performing a multi-response judgment based on the flow rate parameter, the liquid level change trigger signal of the liquid level detection device, and the tank position trigger signal of the position detection device, and performing a wastewater replacement prompt procedure or a wastewater forced treatment procedure according to the judgment result, includes: If the water flow rate is less than a preset water flow threshold, determine whether the liquid level detection device has a liquid level change trigger signal; If the liquid level detection device has a liquid level change trigger signal, the wastewater replacement prompt program is executed; wherein, the wastewater replacement prompt program includes outputting prompt information for wastewater dumping and water replenishment, and controlling the water intake program of the water purification system to be in an executable state.

[0008] In an optional embodiment of the wastewater treatment method of the above-mentioned water purification equipment, the step of determining whether the liquid level detection device has a liquid level change trigger signal when the flow rate is less than a preset water flow threshold further includes: If the liquid level detection device does not have a liquid level change trigger signal within the preset usage time, then the power supply voltage parameters and / or signal output level parameters of the liquid level detection device are obtained. If the power supply voltage parameter is within the rated operating voltage threshold of the liquid level detection device, or if the difference between the signal output level parameter and the preset reference level parameter is less than or equal to the preset deviation threshold, then the liquid level detection device is determined to be in normal working condition, and the liquid level change trigger signal of the liquid level detection device is continuously detected.

[0009] In an optional implementation of the wastewater treatment method for the aforementioned water purification equipment, the step of performing multiple response determination based on the flow rate parameter, the liquid level change trigger signal of the liquid level detection device, and the tank position trigger signal of the position detection device, and performing a wastewater replacement prompt procedure or a wastewater forced treatment procedure according to the determination result, further includes: When the water flow rate parameter is greater than or equal to a preset water flow rate threshold, the liquid level change trigger signal of the liquid level detection device within a preset traceability period is obtained; If the liquid level detection device does not have a liquid level change trigger signal within the preset traceability period, the wastewater forced treatment procedure will be executed. If the liquid level detection device has a liquid level change trigger signal within the preset traceability period, and the position detection device has a tank position trigger signal, the wastewater forced treatment procedure shall be executed. The wastewater forced treatment procedure includes: controlling the water intake process of the water purification system to be in a prohibited state, and outputting prompts for wastewater dumping and water replenishment.

[0010] In an optional implementation of the wastewater treatment method of the above-mentioned water purification equipment, the water purification system includes a purified water outlet pipeline, a purification filter element installed on the purified water outlet pipeline, and a purified water outlet control device installed at the outlet end of the purified water outlet pipeline, wherein the inlet end of the purification filter element is connected to a raw water outlet pipeline, and a raw water booster device is provided on the raw water outlet pipeline. The control of the water intake procedure of the water purification system to be in a prohibited state includes: The purified water outlet control device is controlled to close to cut off the purified water outlet, and / or the raw water booster device is controlled to stop operation to interrupt the delivery of raw water.

[0011] In an optional implementation of the wastewater treatment method for the aforementioned water purification equipment, if the forced wastewater treatment procedure is executed, determining whether to terminate the forced wastewater treatment procedure based on the housing positioning trigger signal of the positioning detection device and the weight parameters of the weight detection device includes: If the wastewater forced treatment procedure is executed, the current weight parameter of the weight detection device is obtained when the position detection device has a box position trigger signal; If the current weight parameter is less than the preset weight threshold, the wastewater forced treatment procedure will continue to be executed. If the current weight parameter is greater than or equal to the preset weight threshold, the forced wastewater treatment procedure will be terminated.

[0012] In an optional embodiment of the wastewater treatment method of the above-mentioned water purification equipment, the acquisition of the current weight parameters of the weight detection device includes: Obtain the current sensing signal of the current weight parameter of the weight detection device; The current sensing signal is subjected to noise reduction filtering. Within a preset time period, the stable weight data after noise reduction is determined, and the stable weight data is used as the weight parameter.

[0013] In an optional embodiment of the wastewater treatment method of the above-mentioned water purification equipment, if the current weight parameter of the weight detection device is less than a preset weight threshold, the forced wastewater treatment procedure is executed, including: Obtain the empty weight parameter and the current weight parameter of the original integrated wastewater storage tank when it is empty; the empty parameter represents the weight of the original integrated wastewater storage tank when no raw water is added; When the difference between the current weight parameter and the empty weight parameter is greater than or equal to a preset difference threshold, the wastewater forced treatment procedure is executed.

[0014] In an optional embodiment of the wastewater treatment method of the above-mentioned water purification equipment, the step of terminating the forced wastewater treatment procedure if the current weight parameter is greater than or equal to a preset weight threshold includes: If the current weight parameter is greater than or equal to the preset weight threshold, then obtain the current raw water quality parameter; If the current raw water quality parameters are less than the first preset water quality threshold, the forced wastewater treatment procedure will be terminated.

[0015] In an optional embodiment of the wastewater treatment method of the above-mentioned water purification equipment, the step of terminating the forced wastewater treatment procedure when the current raw water quality parameters are less than the first preset water quality threshold includes: When the current raw water quality parameters are less than the first preset water quality threshold and greater than or equal to the second preset water quality threshold, after terminating the wastewater forced treatment program, the water purification system is controlled to enter the flow-limited water intake mode. The single water intake volume of the flow-limited water intake mode does not exceed the preset flow limit value, and the time interval between two adjacent water intakes is greater than or equal to the preset interval duration. If the current raw water quality parameters are less than the second preset water quality threshold, the forced wastewater treatment procedure is terminated, and the water intake procedure of the water purification system is controlled to be in an executable state. Wherein, the second preset water quality threshold is less than the first preset water quality threshold.

[0016] Secondly, this application provides an electronic device, including a memory, a processor, and a computer program stored in the memory and executable on the processor. When the processor executes the program, it implements the wastewater treatment method of the aforementioned water purification device.

[0017] Thirdly, this application provides a water purification device, including a controller or the aforementioned electronic device, wherein the controller is configured to perform the wastewater treatment method of the aforementioned water purification device. Attached Figure Description

[0018] The accompanying drawings, which are included to provide a further understanding of the invention and form part of this application, illustrate exemplary embodiments of the invention and, together with their description, serve to explain the invention and do not constitute an undue limitation thereof. In the drawings: Figure 1 This is a structural schematic diagram of a water purification device provided in this application; Figure 2 This is a schematic diagram of a wastewater treatment method for a water purification device provided in this application; Figure 3 This is a schematic diagram of a wastewater treatment method for another water purification device provided in this application; Figure 4 This is a schematic diagram of a wastewater treatment method for another water purification device provided in this application; Figure 5 This is a schematic diagram of the wastewater treatment method of another water purification device provided in this application.

[0019] Figure label: 10. Integrated raw and wastewater storage tank; 101. Wastewater inlet space; 102. Raw water outlet space; 11. Liquid level detection device; 12. Position detection device; 13. Raw water outlet pipeline; 14. Water quality detection device; 15. Baffle plate; 16. Raw water booster device; 17. Raw water flow detection device; 18. Raw water control valve; 19. Weight detection device; 20. Water purification system; 21. Purification filter element; 22. Purified water outlet pipeline; 23. Wastewater outlet pipeline; 24. Flow detection device; 26. Purified water outlet control device. Detailed Implementation

[0020] The following specific embodiments illustrate the implementation of this application. Those skilled in the art can easily understand other advantages and effects of this application from the content disclosed in this specification. Obviously, the described embodiments are only some embodiments of this application, not all embodiments. Based on the embodiments in this application, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this application.

[0021] The terminology used in the embodiments of this application is for the purpose of describing particular embodiments only and is not intended to limit the application. The singular forms “a,” “said,” and “the” used in the embodiments of this application and the appended claims are also intended to include the plural forms, unless the context clearly indicates otherwise. “Multiple” generally includes at least two, but does not exclude the inclusion of at least one.

[0022] It should be understood that the term "and / or" used in this article is merely a description of the relationship between related objects, indicating that three relationships can exist. For example, A and / or B can represent: A existing alone, A and B existing simultaneously, and B existing alone. Additionally, the character " / " in this article generally indicates that the preceding and following related objects have an "or" relationship.

[0023] It should also be noted that the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a product or system comprising a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a product or system. Without further limitation, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the product or system that includes said element.

[0024] As mentioned in the background section, with the increasing demands for drinking water quality, reverse osmosis water purifiers are widely used in homes and offices due to their high-efficiency water purification capabilities. In a reverse osmosis water purifier, raw water is filtered through a reverse osmosis membrane and then split into two streams: one stream produces potable pure water, and the other stream produces wastewater (concentrated water) containing a higher concentration of impurities, thus achieving purified water output. To achieve a compact structure and ease of use, the water purifiers in this technology employ an integrated raw and wastewater tank design, meaning that raw water and wastewater share a single tank. Raw water is added to this tank before use, and wastewater generated during operation is also returned to this tank. During use, a low-level float switch is installed in the tank. When the water level drops to below or equal to the preset level, the system prompts the user to add raw water and empty the wastewater to prevent excessive wastewater accumulation that could increase the TDS (Total Dissolved Solids) of the raw water. However, this method relies solely on water level changes for judgment. If users do not clean up wastewater in time and directly replenish raw water, the TDS of the mixed raw water will increase significantly. This will not only exacerbate the risk of scaling on the reverse osmosis membrane but also affect the quality of the effluent, posing a potential health hazard to drinking water.

[0025] In order to avoid excessive accumulation of wastewater and input of high TDS raw water, reduce the risk of reverse osmosis membrane scaling, and improve the quality of effluent, this application provides a wastewater treatment method, electronic equipment, and water purification equipment for a water purification device.

[0026] Combination Figure 1 As shown, the water purification equipment provided in this application includes: an integrated wastewater storage tank 10 and a water purification system 20 connected to the integrated wastewater storage tank. The integrated wastewater storage tank 10 is equipped with a liquid level detection device 11, and the installation position of the integrated wastewater storage tank 10 is equipped with a positioning detection device 12 and a weight detection device 19. The liquid level detection device 11 is used to detect the water level in the integrated wastewater storage tank 10 and is triggered when the water level in the integrated wastewater storage tank 10 reaches the minimum liquid level threshold. The positioning detection device 12 is used to detect the installation status of the integrated wastewater storage tank 10 and is triggered when the integrated wastewater storage tank 10 is reinstalled after being removed from its position. The weight detection device 19 is used to detect the weight of the integrated wastewater storage tank 10 in real time, and it can simultaneously detect the overall weight of the integrated wastewater storage tank 10 when the liquid level in the integrated wastewater storage tank 10 changes.

[0027] Optionally, the original integrated wastewater storage tank 10 is a detachable tank, requiring manual emptying of wastewater during use. This design is suitable for environments without fixed drainage and requiring high mobility, while also reducing costs. In this solution, when the original integrated wastewater storage tank 10 is disassembled and reinstalled, the positioning detection device 12 triggers a signal to confirm that the original integrated wastewater storage tank 10 has been reinstalled in place. Simultaneously, the weight detection device 19 detects the weight of the original integrated wastewater storage tank 10 to determine whether the user needs to empty the wastewater or inject new raw water based on the weight change.

[0028] Furthermore, the water purification system 20 includes a purification filter element 21, a purified water outlet pipe 22, and a wastewater outlet pipe 23. The purification filter element 21 is a reverse osmosis filter element. One end of the purified water outlet pipe 22 is connected to the purified water outlet end of the purification filter element 21, and the other end is equipped with a purified water outlet control device, allowing the user to connect to water. The purified water outlet pipe 22 is equipped with a flow detection device 24 to detect the pure water output of the purification filter element 21; the pure water output of the purification filter element 21 characterizes the water flow rate of the water purification system 20. The wastewater outlet pipe 23 connects the wastewater outlet end of the purification filter element 21 to the wastewater inlet end of the original integrated wastewater storage tank 10, allowing the wastewater generated by the purification filter element 21 to flow back into the original integrated wastewater storage tank 10.

[0029] Alternatively, the purification filter element 21 can also be an ultrafiltration (UF) filter element, a nanofiltration (NF) filter element, or a composite filter element.

[0030] Furthermore, a raw water output pipeline 13 is provided between the integrated wastewater storage tank 10 and the purification filter element 21, through which the raw water in the integrated wastewater storage tank 10 flows to the purification filter element 21. The raw water output pipeline 13 is equipped with a water quality testing device 14. This device can be used to detect the TDS (Total Dissolved Solids) in the raw water; specifically, it is a TDS detection device.

[0031] In this solution, the TDS detection device determines the TDS value of the raw water by detecting its conductivity. TDS is an indicator that characterizes the concentration of impurities (i.e., total dissolved solids) in water, thus representing the water quality. A high TDS value means there are many impurities in the water. Furthermore, purified water has a very low TDS value. For water purification equipment, a higher TDS value in the raw water results in less purified water output and more wastewater output from the purification filter element 21. When the TDS value of the raw water is low, the purified water output of the water purification equipment can be increased, and the wastewater output is reduced.

[0032] Optionally, the original integrated wastewater storage tank 10 is equipped with a baffle plate 15 arranged along its own height. The baffle plate 15 is set on the bottom wall of the original integrated wastewater storage tank 10, which can divide the space inside the original integrated wastewater storage tank 10 into a wastewater inlet space 101 and a raw water outlet space 102 located on both sides of the baffle plate 15. Among them, the wastewater outlet pipe 23 is connected to the wastewater inlet space 101, so that the wastewater generated by the purification filter element 21 is discharged into the wastewater inlet space; the raw water outlet pipe 13 is connected to the raw water outlet space 102, so as to transport the raw water from the raw water outlet space to the purification filter element 21 for treatment.

[0033] Optionally, the height of the baffle plate 15 is not less than one-sixth of the height of the original integrated wastewater storage tank 10. The wastewater entering the wastewater inlet space 101 gradually rises within this space and overflows from the upper edge of the baffle plate 15 into the raw water outlet space 102, gradually mixing with the raw water in the outlet space. This prevents backflowing wastewater from directly flowing into the raw water outlet pipe 13, thus preventing wastewater from short-circuiting into the purification filter element 21 and effectively improving water purification efficiency and water quality stability.

[0034] Optionally, the liquid level detection device can be installed at a height lower than that of the baffle plate 15.

[0035] Furthermore, as the wastewater in the integrated wastewater storage tank 10 continues to flow back, the TDS value in the raw water outlet space 102 gradually increases. The water quality detection device 14 can monitor this change in real time, and the flow rate data parameters of the flow detection device 24 can also reflect the change in TDS value, thereby treating the wastewater.

[0036] Therefore, in this application, by detecting the flow rate parameter of the water purification system 20, and by detecting the liquid level change trigger signal of the liquid level detection device and the weight parameter of the weight detection device, the water quality status in the integrated wastewater storage tank 10 can be determined, thereby enabling wastewater replacement prompts or forced treatment.

[0037] Furthermore, a raw water flow detection device 17 can be installed on the raw water output pipeline 13 to detect the raw water output of the integrated raw and wastewater storage tank 10, which is also the raw water input of the purification filter element 21. The raw water input of the purification filter element 21 can also characterize the water flow of the water purification system 20.

[0038] In addition, it should be noted that the preset threshold value of the water flow parameter is set based on the volume of the original integrated wastewater storage tank 10.

[0039] The water purification system 20 also includes a water purification outlet control device 26 installed at the outlet end of the water purification outlet pipe 22, wherein the inlet end of the purification filter element 21 is connected to the raw water outlet pipe 13, and the raw water outlet pipe is equipped with a raw water booster device 16.

[0040] Optionally, a water purification control valve may be installed on the water purification outlet pipe 22 to cut off or open the water purification outlet pipe 22.

[0041] Optionally, a raw water control valve 18 is provided on the raw water output pipeline 13 to open or close the raw water output pipeline 13.

[0042] Combination Figure 2 As shown, the wastewater treatment method of the water purification equipment provided in this application includes: S21, real-time acquisition of water flow parameters of the water purification system.

[0043] S22 performs multiple response judgments based on the water flow parameters, the liquid level change trigger signal of the liquid level detection device, and the box arrival trigger signal of the arrival detection device, and executes the wastewater replacement prompt procedure or the wastewater forced treatment procedure according to the judgment results.

[0044] S23, if the wastewater forced treatment procedure is to be executed, the determination of whether to terminate the wastewater forced treatment procedure is based on the position trigger signal of the position detection device and the weight parameters of the weight detection device.

[0045] Among them, the water flow rate parameter represents the amount of pure water produced by the water purification system or the amount of raw water input to the water purification system; the weight parameter represents the weight of the raw wastewater integrated storage tank after the water level changes. The wastewater replacement prompt program includes outputting prompts for wastewater disposal and water replenishment, and controlling the water intake program of the water purification system to be in an executable state; the wastewater forced treatment program includes controlling the water intake program of the water purification system to be in a prohibited state, and outputting prompts for wastewater disposal and water replenishment.

[0046] Optionally, at least two level detection devices at the same height can be installed inside the original integrated wastewater storage tank. On the one hand, this ensures that the liquid level in the tank can be cross-checked through multiple level detection devices, improving the reliability of the detection. On the other hand, if one level detection device malfunctions, the others can still operate normally, thus ensuring the stable operation and safe control of the water purification equipment. The coordinated operation of multiple level detection devices effectively avoids the invalidation of detection results due to the failure of a single detection device.

[0047] In this scheme, with the original integrated wastewater storage tank full of water and the water purification system continuously operating, since the volume of the original integrated wastewater storage tank is fixed, as the water purification system continuously purifies the raw water, the flow rate continuously increases. At the same time, the water in the original integrated wastewater storage tank gradually decreases, and wastewater continuously flows back into the original integrated wastewater storage tank. Therefore, the TDS value of the raw water flowing into the water purification system will gradually increase.

[0048] Therefore, the flow rate parameter can reflect the pollution level of the raw water in the integrated wastewater storage tank to a certain extent. Based on this, combined with the liquid level detection device, it is possible to accurately determine whether the raw water in the integrated wastewater storage tank needs to be replaced or subjected to forced wastewater dumping. Furthermore, combined with the position detection device, it is possible to verify whether the storage tank was moved away for wastewater dumping during the forced wastewater treatment procedure. Furthermore, combined with the weight detection device, it is possible to determine whether wastewater dumping was performed when the storage tank was moved away, thereby ensuring the safety and integrity of the wastewater treatment operation. This prevents the water in the integrated wastewater storage tank from continuously being output to the purification filter when the TDS content is high, or prevents the water output of the purification system from being reduced.

[0049] Optionally, by detecting the weight parameters of the original integrated wastewater storage tank, it can be determined whether the wastewater inside the tank has been emptied after the tank is moved, thus verifying the execution of the forced wastewater treatment procedure. If the weight parameters indicate that the wastewater in the storage tank has not been effectively discharged, the forced wastewater treatment procedure needs to be continuously triggered until the original integrated wastewater storage tank is within the preset weight range.

[0050] By employing the aforementioned technical solution, a multi-response judgment mechanism based on multi-dimensional parameters can be constructed. This mechanism utilizes parameters such as the water flow rate of the purification system, the liquid level change trigger signal of the storage tank level detection device, the tank positioning trigger signal of the positioning detection device, and the weight parameters of the storage tank weight detection device. This allows for the determination of wastewater accumulation and pollution levels within the integrated wastewater storage tank. Through dynamic assessment and response to the degree of water quality deterioration, differentiated wastewater replacement prompts or mandatory treatment procedures can be executed. Furthermore, when executing mandatory treatment procedures, the tank positioning status is used as the reset condition, and the weight change of the integrated wastewater storage tank is used as the determination condition for wastewater dumping. This ensures that wastewater dumping operations are effectively performed, preventing the continuous input of high-TDS raw water into the system, reducing the risk of reverse osmosis membrane scaling, extending filter life, and improving the safety of effluent water quality.

[0051] Combination Figure 3As shown, the wastewater treatment method of the water purification equipment provided in this application performs multiple response judgments based on raw water quality parameters, flow rate parameters, liquid level change trigger signals from the liquid level detection device, and tank position trigger signals from the position detection device. Based on the judgment results, a wastewater replacement prompt procedure or a forced wastewater treatment procedure is executed, including: S31, if the water flow is less than the preset water flow threshold, determine whether there is a liquid level change trigger signal in the liquid level detection device.

[0052] S32, if the liquid level detection device has a liquid level change trigger signal, then execute the wastewater replacement prompt procedure.

[0053] The wastewater replacement prompt program includes outputting prompts for wastewater disposal and water replenishment, and controlling the water intake program of the water purification system to be in an executable state.

[0054] Specifically, if the flow rate is less than the preset threshold, it indicates that the purified water volume of the water purification system has not yet reached the preset threshold. In this case, even if the raw water quality parameters are high, the forced treatment procedure can be temporarily suspended to reduce the frequency of operation on the original integrated wastewater storage tank. However, it is still necessary to determine whether to prompt the user to perform wastewater replacement based on the liquid level change trigger signal from the liquid level detection device. If there is no liquid level change trigger signal, the current operating status can be maintained to avoid frequent false prompts, thereby improving the user experience and the system's intelligence level. If there is a liquid level change trigger signal from the liquid level detection device, it indicates that the water volume in the original integrated wastewater storage tank is low. In this case, the wastewater replacement prompt procedure can be executed directly to guide the user to empty the wastewater and replenish the raw water in a timely manner, thereby maintaining the dynamic balance of water circulation within the system.

[0055] It should be noted that while the system is displaying prompts for wastewater disposal and water replenishment, the water intake process of the water purification system is still operational. At this time, it does not affect the user's water intake or the water purification process of the system.

[0056] Optionally, the prompts for wastewater disposal and replenishment can be voice messages, light reminders, sound reminders, text prompts on the display screen, or push notifications from a mobile app, thereby reminding users to promptly address water quality issues within the original integrated wastewater storage tank.

[0057] Optionally, the preset water flow threshold for the water purification system can be 75% to 95% of the volume of the original integrated wastewater storage tank. Alternatively, it can be a value less than this range.

[0058] In an optional implementation of the wastewater treatment method of the above-mentioned water purification equipment, when the flow rate is less than a preset water volume threshold, determining whether there is a liquid level change trigger signal in the liquid level detection device further includes: if there is no liquid level change trigger signal in the liquid level detection device within a preset usage period, then acquiring the power supply voltage parameter and / or signal output level parameter of the liquid level detection device; if the power supply voltage parameter is within the rated operating voltage threshold of the liquid level detection device, or if the difference between the signal output level parameter and the preset reference level parameter is less than or equal to a preset deviation threshold, then determining that the liquid level detection device is in normal working condition, and continuously detecting the liquid level change trigger signal of the liquid level detection device.

[0059] Specifically, if the level detection device does not have a level change trigger signal, it could mean that the level in the original integrated wastewater storage tank has not reached the minimum level threshold, or that the level detection device itself is malfunctioning or the signal transmission is abnormal. In this case, the power supply voltage and signal output level of the level detection device can be checked to rule out false judgments caused by unstable power supply or circuit interference.

[0060] Further, the power supply voltage parameters and / or signal output level parameters of the liquid level detection device are obtained. If the power supply voltage parameters are within the rated operating voltage threshold of the liquid level detection device, or if the difference between the signal output level parameters and the preset reference level parameters is less than or equal to the preset deviation threshold, it indicates that the liquid level detection device is working normally, and the system will continue to monitor the liquid level changes in the original integrated wastewater storage tank to ensure the stable operation of the water purification equipment and water quality safety. If the power supply voltage parameters are not within the rated operating voltage threshold of the liquid level detection device, and / or if the difference between the signal output level parameters and the preset reference level parameters is greater than the preset deviation threshold, it indicates that the liquid level detection device is in a fault state. In this case, a fault prompt program can be executed to facilitate timely repair or replacement of the equipment.

[0061] Combination Figure 4 As shown, in an optional implementation of the wastewater treatment method for the aforementioned water purification equipment, multiple response determinations are performed based on the flow rate parameter, the liquid level change trigger signal from the liquid level detection device, and the tank position trigger signal from the position detection device. Based on the determination results, a wastewater replacement prompt procedure or a forced wastewater treatment procedure is executed. The method further includes: S41, when the water flow parameter is greater than or equal to the preset water flow threshold, obtain the liquid level change trigger signal of the liquid level detection device within the preset traceability time.

[0062] S42, if the liquid level detection device does not have a liquid level change trigger signal within the preset traceability time, then the wastewater forced treatment procedure is executed.

[0063] S43, if the liquid level detection device has a liquid level change trigger signal and the position detection device has a tank position trigger signal within the preset traceability time, the wastewater forced treatment procedure shall be executed.

[0064] The mandatory wastewater treatment procedure includes: controlling the water intake process of the water purification system to be in a prohibited state, and outputting prompts for wastewater disposal and water replenishment.

[0065] It should be noted that the preset traceability time is: starting from the moment when the detected water flow parameter is greater than or equal to the preset water flow threshold, the preset time is traced back to determine whether there is a liquid level change trigger signal in the liquid level detection device during this period.

[0066] If the level detection device does not trigger a level change signal within the preset traceability period, it indicates that the user has added water. However, even if adding water dilutes the raw water in the integrated wastewater storage tank, reducing the TDS value, this does not remove dissolved solids such as calcium and magnesium ions and soluble salts. In other words, the total impurity content in the original integrated wastewater storage tank does not decrease; instead, it accumulates with continuous water addition. Even if the TDS value of the water may temporarily decrease due to dilution in the short term, the impurity concentration of the remaining water in the tank will rise again as the equipment consumes water during operation. This not only leads to a constantly unstable effluent quality, causing bacterial growth, but also causes continuous scaling or overload of the reverse osmosis filter in the purification system. Therefore, implementing a forced wastewater treatment procedure can effectively avoid water quality hazards caused by users adding water without authorization, ensuring that the system thoroughly replaces and treats highly polluted raw water. By controlling the water intake program of the water purification system to a prohibited state and outputting prompts for wastewater disposal and water replenishment, users can be forced to dispose of wastewater, thereby fully discharging the accumulated impurities in the original integrated wastewater storage tank, thus blocking the output of high TDS raw water and ensuring the water quality provided by the water purification equipment.

[0067] If the level detection device generates a level change trigger signal within the preset traceability period, it indicates that the water level in the raw water outlet space of the original integrated wastewater storage tank has fallen below the minimum preset level during circulation, triggering the level detection device. At this time, the water level may rise due to wastewater backflow, and the water level may fluctuate continuously during the continuous operation of the water purification equipment. Therefore, it is necessary to further determine whether the level detection device generates a tank positioning trigger signal. If no tank positioning trigger signal is generated, it indicates that the original integrated wastewater storage tank has always been in the installed position, and the water in the original integrated wastewater storage tank has not been emptied. Therefore, a forced wastewater treatment procedure needs to be executed to prevent water quality deterioration due to long-term operation and to avoid the input of high TDS raw water into the water purification system or the output of high-quality water from the water purification system.

[0068] If a signal indicating that the tank has been positioned correctly is detected, it means that the original integrated wastewater storage tank has been moved and reinstalled. In this case, by obtaining the weight parameter of the storage tank, it can be determined whether the wastewater has been dumped. Specifically, if the weight parameter is less than the preset weight threshold, it means that the user has not dumped the wastewater. At this time, a large amount of high TDS wastewater still remains in the original integrated wastewater storage tank, and even reinstallation has not achieved effective sewage discharge. The wastewater forced treatment program needs to be continuously executed. If the weight parameter is greater than or equal to the preset weight threshold, it indicates that the original integrated wastewater storage tank has been emptied and refilled. At this time, it can be determined that the wastewater dumping operation has been completed, the water intake program lock of the water purification system can be released, and normal operation can be restored.

[0069] In this solution, by controlling the water intake process of the water purification system to be in a prohibited state and outputting prompts for wastewater dumping and water replenishment, the user can be forced to dump the wastewater, thereby fully discharging the accumulated impurities in the original integrated wastewater storage tank, thus blocking the output of high TDS raw water and ensuring the water quality provided by the water purification equipment.

[0070] In an optional embodiment of the wastewater treatment method of the above-mentioned water purification equipment, the water purification system includes a purified water outlet pipeline, a purification filter element installed on the purified water outlet pipeline, and a purified water outlet control device installed at the outlet end of the purified water outlet pipeline. The inlet end of the purification filter element is connected to a raw water outlet pipeline, and a raw water booster device is installed on the raw water outlet pipeline. Controlling the water intake procedure of the water purification system to be in a prohibited state includes: controlling the purified water outlet control device to close to cut off the purified water outlet, and / or controlling the raw water booster device to stop operating to interrupt the delivery of raw water.

[0071] Specifically, during normal operation of the water purification equipment, both the purified water outlet control device and the raw water booster device are in operation. The purified water outlet control device is used to control the on / off state of the purified water outlet pipeline, while the raw water booster device is used to increase the water pressure in the raw water output pipeline to ensure the normal working pressure of the purification filter element.

[0072] When the forced wastewater treatment procedure is triggered, the purified water outlet control device can be immediately shut off, and / or the raw water booster device can be stopped, thereby completely blocking purified water outlet and / or raw water input. This effectively prevents high-TDS raw water from entering the water purification system and avoids users continuing to draw water without treating the wastewater. Through the coordinated control of these two devices, it can be ensured that residual impurities in the integrated raw wastewater storage tank cannot participate in the circulation, forcibly achieving a closed-loop water purification process.

[0073] Optionally, a water purification control valve can be installed on the water purification outlet pipe to cut off or open the water purification outlet pipe, thereby blocking or opening the water purification outlet.

[0074] Optionally, a raw water control valve is installed on the raw water output pipeline to open or close the raw water output pipeline, thereby blocking or opening the raw water output.

[0075] In an optional implementation of the wastewater treatment method of the above-mentioned water purification equipment, if a forced wastewater treatment procedure is executed, the determination of whether to terminate the forced wastewater treatment procedure is based on the housing position trigger signal of the position detection device and the weight parameter of the weight detection device. This includes: if a forced wastewater treatment procedure is executed, obtaining the current weight parameter of the weight detection device when the housing position trigger signal is present; if the current weight parameter is less than a preset weight threshold, continuing to execute the forced wastewater treatment procedure; and terminating the execution of the forced wastewater treatment procedure if the current weight parameter is greater than or equal to the preset weight threshold.

[0076] In this solution, if the forced wastewater treatment procedure is executed, even if the positioning detection device triggers a signal indicating that the tank has reached its position, it is still necessary to further confirm whether the wastewater in the original integrated wastewater storage tank has been dumped. This can be determined by the weight parameter detected by the weight detection device. If the current weight parameter is greater than or equal to the preset weight threshold, it indicates that wastewater has been dumped from the original integrated wastewater storage tank, or that new raw water has been injected without dumping wastewater. In this case, the forced wastewater treatment procedure can be terminated, and water discharge can resume. If the current weight parameter is less than the preset weight threshold, the forced wastewater treatment procedure must continue.

[0077] In an optional implementation of the wastewater treatment method of the above-mentioned water purification equipment, obtaining the current weight parameter of the weight detection device includes: obtaining the current sensing signal of the current weight parameter of the weight detection device; performing noise reduction filtering on the current sensing signal; determining the stable weight data after noise reduction within a preset time period, and using the stable weight data as the weight parameter.

[0078] In this solution, real-time sensor signals from the weight detection device are collected and noise-reducing filters are applied to effectively eliminate data fluctuations caused by environmental interference, ensuring that the obtained stable weight data accurately reflects the current state of the original integrated wastewater storage tank. Based on this, combined with a preset weight threshold, it can accurately identify whether wastewater has been dumped, thus providing a reliable basis for subsequent control logic and ensuring that the water purification system always operates in a safe and clean working state, achieving a continuous and stable output of water quality.

[0079] In an optional implementation of the wastewater treatment method of the above-mentioned water purification equipment, if the current weight parameter of the weight detection device is less than a preset weight threshold, a forced wastewater treatment procedure is executed, including: obtaining the empty weight parameter and the current weight parameter of the original integrated wastewater storage tank when it is empty; controlling the parameter to represent the weight of the original integrated wastewater storage tank when no raw water is injected; and executing the forced wastewater treatment procedure when the difference between the current weight parameter and the empty weight parameter is greater than or equal to a preset difference threshold.

[0080] In this solution, the current weight parameter is compared with the empty weight parameter to calculate the difference and determine whether the mass of residual wastewater in the original integrated wastewater storage tank exceeds the allowable range. When the difference reaches or exceeds a preset difference threshold, the system determines that the user has not disposed of the wastewater and executes a forced wastewater treatment procedure to guide the user to dispose of the wastewater and refill with raw water. This ensures that high TDS wastewater does not accumulate in the original integrated wastewater storage tank for a long time, avoiding water quality deterioration due to impurity concentration. Through continuous monitoring and judgment, combined with user operation feedback, the system can improve the automation level of the water purification equipment and effectively ensure the safety and reliability of the effluent water quality.

[0081] In an optional implementation of the wastewater treatment method of the above-mentioned water purification equipment, if the current weight parameter is greater than or equal to a preset weight threshold, the execution of the forced wastewater treatment procedure is terminated, including: if the current weight parameter is greater than or equal to the preset weight threshold, obtaining the current raw water quality parameter; if the current raw water quality parameter is less than a first preset water quality threshold, terminating the execution of the forced wastewater treatment procedure.

[0082] Furthermore, considering that the user may only move the original integrated wastewater storage tank but does not dump the wastewater, and at the same time, new raw water is injected, it is necessary to make a comprehensive judgment based on the raw water quality parameters in the original integrated wastewater storage tank.

[0083] If the current raw water quality parameters are lower than the first preset water quality threshold, it indicates that the water in the original integrated wastewater storage tank may have been dumped, or that the raw water quality parameters meet the requirements after injection. Therefore, the forced wastewater treatment program can be terminated, allowing the water purification equipment to resume outputting water. If the current raw water quality parameters are greater than or equal to the first preset water quality threshold, it indicates that the wastewater in the original integrated wastewater storage tank has not been effectively cleaned; or, it indicates that the water quality of the water added after the original integrated wastewater storage tank was dumped is poor; or, it indicates that the original integrated wastewater storage tank was moved but the wastewater was not dumped, and the water quality remains poor after replenishment. In this case, the forced wastewater treatment program continues to be executed, prohibiting the user from taking water, thus forcing the user to treat the water in the original integrated wastewater storage tank until the water quality returns to safe standards. In this way, through the combination of real-time monitoring and intelligent judgment, the system ensures water quality safety while avoiding health risks caused by user misoperation or neglect of maintenance. When the raw water quality parameters continuously exceed the standards, the water purification equipment will maintain a forced treatment state until the water quality is detected to have improved and stabilized below the first preset threshold. This not only improves the safety and reliability of the water purification system but also effectively extends the lifespan of the core filter element and reduces the equipment's operating energy consumption.

[0084] Optionally, the first preset water quality threshold can be set to 300 mg / L to 500 mg / L.

[0085] Combination Figure 5 As shown, in an optional implementation of the wastewater treatment method of the above-mentioned water purification equipment, if the current raw water quality parameters are less than a first preset water quality threshold, the forced wastewater treatment procedure is terminated, including: S51, when the current raw water quality parameters are less than the first preset water quality threshold and greater than or equal to the second preset water quality threshold, after terminating the wastewater forced treatment program, the water purification system is controlled to enter the flow-limited water intake mode. The single water intake volume in the flow-limited water intake mode does not exceed the preset flow limit value, and the time interval between two adjacent water intakes is greater than or equal to the preset interval duration.

[0086] S52, if the current raw water quality parameters are less than the second preset water quality threshold, terminate the execution of the wastewater forced treatment procedure and control the water intake procedure of the water purification system to be in an executable state.

[0087] The second preset water quality threshold is less than the first preset water quality threshold.

[0088] In this scheme, more precise water intake control can be achieved by classifying and determining the raw water quality parameters.

[0089] Specifically, when the water quality parameters are lower than the second preset water quality threshold, it indicates that the raw water quality has recovered to a relatively high level. At this time, the purification equipment can execute a forced wastewater treatment program, allowing users to take water without flow restrictions.

[0090] When the water quality parameters are between the first and second preset water quality thresholds, it indicates that although the raw water quality has entered a safe range after wastewater discharge and replenishment, there is still a certain risk of fluctuation. Activating the flow-limited water intake mode at this time can effectively reduce the load on the water purification equipment and prevent water quality deterioration caused by frequent water intake in a short period. By setting the single water intake volume to not exceed the preset flow limit and the time interval between two adjacent water intakes to not be less than the preset interval duration, both the user's basic water needs can be guaranteed, and a buffer period can be provided for water quality stability.

[0091] Secondly, this application also provides an electronic device, which includes a memory, a processor, and a computer program stored in the memory and executable on the processor. When the processor executes the computer program, it implements the wastewater treatment method of the water purification device as described in any of the above embodiments.

[0092] Thirdly, this application also provides a water purification device, including a controller or the aforementioned electronic device, wherein the controller is configured for the wastewater treatment method of the aforementioned water purification device.

[0093] The sequence numbers of the above embodiments of the present invention are for descriptive purposes only and do not represent the superiority or inferiority of the embodiments.

[0094] In the above embodiments of the present invention, the descriptions of each embodiment have different focuses. For parts not described in detail in a certain embodiment, please refer to the relevant descriptions of other embodiments.

[0095] In the embodiments provided in this application, it should be understood that the disclosed technical content can be implemented in other ways. The device embodiments described above are merely illustrative; for example, the division of units can be a logical functional division, and in actual implementation, there may be other division methods. For example, multiple units or components may be combined or integrated into another system, or some features may be ignored or not executed. Furthermore, the displayed or discussed mutual coupling, direct coupling, or communication connection may be through some interfaces; the indirect coupling or communication connection of units or modules may be electrical or other forms.

[0096] The units described as separate components may or may not be physically separate. The components shown as units may or may not be physical units; that is, they may be located in one place or distributed across multiple units. Some or all of the units can be selected to achieve the purpose of this embodiment according to actual needs.

[0097] Furthermore, the functional units in the various embodiments of the present invention can be integrated into one processing unit, or each unit can exist physically separately, or two or more units can be integrated into one unit. The integrated unit can be implemented in hardware or as a software functional unit.

[0098] If the integrated unit is implemented as a software functional unit and sold or used as an independent product, it can be stored in a computer-readable storage medium. Based on this understanding, the technical solution of this invention, in essence, or the part that contributes to the prior art, or all or part of the technical solution, can be embodied in the form of a software product. This computer software product is stored in a storage medium and includes several instructions to cause a computer device (which may be a personal computer, server, or network device, etc.) to execute all or part of the steps of the methods of the various embodiments of this invention. The aforementioned storage medium includes various media capable of storing program code, such as USB flash drives, read-only memory (ROM), random access memory (RAM), portable hard drives, magnetic disks, or optical disks.

[0099] The above are merely preferred embodiments of the present invention. It should be noted that those skilled in the art can make various improvements and modifications without departing from the principle of the present invention, and these improvements and modifications should also be considered within the scope of protection of the present invention.

[0100] The above are merely preferred embodiments of this application. It should be noted that those skilled in the art can make various improvements and modifications without departing from the principles of this application, and these improvements and modifications should also be considered within the scope of protection of this application.

Claims

1. A wastewater treatment method for a water purification device, characterized in that, The water purification equipment includes an integrated wastewater storage tank and a water purification system connected to the storage tank. The storage tank is equipped with a liquid level detection device, and a weight detection device and a positioning detection device are located at the installation position of the storage tank. The liquid level detection device detects the water level in the storage tank and is triggered when the water level reaches a minimum liquid level threshold. The weight detection device detects the weight of the integrated wastewater storage tank. The positioning detection device detects the installation status of the storage tank and is triggered when the storage tank is reinstalled after being removed from its original position. The wastewater treatment method includes: The water flow rate parameter of the water purification system is acquired in real time, and the water flow rate parameter represents the amount of pure water produced by the water purification system or the amount of raw water in the water purification system. Based on the water flow parameters, the liquid level change trigger signal of the liquid level detection device, and the box arrival trigger signal of the arrival detection device, multiple response judgments are performed, and a wastewater replacement prompt program or a wastewater forced treatment program is executed according to the judgment results. If the wastewater forced treatment procedure is executed, the determination of whether to terminate the wastewater forced treatment procedure is based on the housing position trigger signal of the position detection device and the weight parameter of the weight detection device; the weight parameter can characterize the weight of the original integrated wastewater storage tank after the water level changes.

2. The wastewater treatment method according to claim 1, characterized in that, The process involves performing a multi-response judgment based on the flow rate parameter, the liquid level change trigger signal from the liquid level detection device, and the tank position trigger signal from the position detection device, and then executing a wastewater replacement prompt procedure or a wastewater forced treatment procedure based on the judgment result, including: If the water flow rate is less than a preset water flow threshold, determine whether the liquid level detection device has a liquid level change trigger signal; If the liquid level detection device has a liquid level change trigger signal, the wastewater replacement prompt program is executed; wherein, the wastewater replacement prompt program includes outputting prompt information for wastewater dumping and water replenishment, and controlling the water intake program of the water purification system to be in an executable state.

3. The wastewater treatment method according to claim 2, characterized in that, When the water flow rate is less than a preset water flow threshold, determining whether the liquid level detection device has a liquid level change trigger signal further includes: If the liquid level detection device does not have a liquid level change trigger signal within the preset usage time, then the power supply voltage parameters and / or signal output level parameters of the liquid level detection device are obtained. If the power supply voltage parameter is within the rated operating voltage threshold of the liquid level detection device, or if the difference between the signal output level parameter and the preset reference level parameter is less than or equal to the preset deviation threshold, then the liquid level detection device is determined to be in normal working condition, and the liquid level change trigger signal of the liquid level detection device is continuously detected.

4. The wastewater treatment method according to claim 2, characterized in that, The method of performing multiple response determination based on the water flow parameters, the liquid level change trigger signal of the liquid level detection device, and the tank position trigger signal of the position detection device, and executing a wastewater replacement prompt procedure or a wastewater forced treatment procedure according to the determination result, further includes: When the water flow rate parameter is greater than or equal to a preset water flow rate threshold, the liquid level change trigger signal of the liquid level detection device within a preset traceability period is obtained; If the liquid level detection device does not have a liquid level change trigger signal within the preset traceability period, the wastewater forced treatment procedure will be executed. If the liquid level detection device has a liquid level change trigger signal and the position detection device has a tank position trigger signal within the preset traceability time, then the wastewater forced treatment procedure will be executed. The wastewater forced treatment procedure includes: controlling the water intake process of the water purification system to be in a prohibited state, and outputting prompts for wastewater dumping and water replenishment.

5. The wastewater treatment method according to claim 4, characterized in that, The water purification system includes a purified water outlet pipe, a purification filter element installed on the purified water outlet pipe, and a purified water outlet control device installed at the outlet end of the purified water outlet pipe. The inlet end of the purification filter element is connected to a raw water outlet pipe, and a raw water booster device is provided on the raw water outlet pipe. The control of the water intake procedure of the water purification system to be in a prohibited state includes: The purified water outlet control device is controlled to close to cut off the purified water outlet, and / or the raw water booster device is controlled to stop operation to interrupt the delivery of raw water.

6. The wastewater treatment method according to any one of claims 1 to 5, characterized in that, If the forced wastewater treatment procedure is executed, the determination of whether to terminate the forced wastewater treatment procedure is based on the housing positioning trigger signal of the positioning detection device and the weight parameters of the weight detection device, including: If the wastewater forced treatment procedure is executed, the current weight parameter of the weight detection device is obtained when the position detection device has a box position trigger signal; If the current weight parameter is less than the preset weight threshold, the wastewater forced treatment procedure will continue to be executed. If the current weight parameter is greater than or equal to the preset weight threshold, the forced wastewater treatment procedure will be terminated.

7. The wastewater treatment method according to claim 6, characterized in that, The current weight parameters of the weight detection device include: Obtain the current sensing signal of the current weight parameter of the weight detection device; The current sensing signal is subjected to noise reduction filtering. Within a preset time period, the stable weight data after noise reduction is determined, and the stable weight data is used as the weight parameter.

8. The wastewater treatment method according to claim 6, characterized in that, If the current weight parameter of the weight detection device is less than a preset weight threshold, the forced wastewater treatment procedure continues to be executed, including: Obtain the empty weight parameter and the current weight parameter of the original integrated wastewater storage tank when it is empty; the empty parameter represents the weight of the original integrated wastewater storage tank when no raw water is added; When the difference between the current weight parameter and the empty weight parameter is greater than or equal to a preset difference threshold, the wastewater forced treatment procedure is continuously executed.

9. The wastewater treatment method according to claim 6, characterized in that, The step of terminating the forced wastewater treatment procedure if the current weight parameter is greater than or equal to a preset weight threshold includes: If the current weight parameter is greater than or equal to the preset weight threshold, then obtain the current raw water quality parameter; If the current raw water quality parameters are less than the first preset water quality threshold, the forced wastewater treatment procedure will be terminated.

10. The wastewater treatment method according to claim 9, characterized in that, The step of terminating the forced wastewater treatment procedure when the current raw water quality parameters are less than the first preset water quality threshold includes: When the current raw water quality parameters are less than the first preset water quality threshold and greater than or equal to the second preset water quality threshold, after terminating the wastewater forced treatment program, the water purification system is controlled to enter the flow-limited water intake mode. The single water intake volume of the flow-limited water intake mode does not exceed the preset flow limit value, and the time interval between two adjacent water intakes is greater than or equal to the preset interval duration. If the current raw water quality parameters are less than the second preset water quality threshold, the forced wastewater treatment procedure is terminated, and the water intake procedure of the water purification system is controlled to be in an executable state. Wherein, the second preset water quality threshold is less than the first preset water quality threshold.

11. An electronic device, characterized in that, The device includes a memory, a processor, and a computer program stored in the memory and executable on the processor. When the processor executes the program, it implements a wastewater treatment method for a water purification device as described in any one of claims 1 to 10.

12. A water purification device, characterized in that, Includes a controller or the electronic device of claim 11, wherein the controller is configured to perform the wastewater treatment method of the water purification device according to any one of claims 1 to 10.

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