CN111204849A - Sewage emergency treatment method and device, computer equipment and storage medium - Google Patents
Sewage emergency treatment method and device, computer equipment and storage medium Download PDFInfo
- Publication number
- CN111204849A CN111204849A CN202010034296.4A CN202010034296A CN111204849A CN 111204849 A CN111204849 A CN 111204849A CN 202010034296 A CN202010034296 A CN 202010034296A CN 111204849 A CN111204849 A CN 111204849A
- Authority
- CN
- China
- Prior art keywords
- effluent
- water
- water quality
- quality index
- treatment equipment
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
- C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
- C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
- C02F1/46104—Devices therefor; Their operating or servicing
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/003—Downstream control, i.e. outlet monitoring, e.g. to check the treating agents, such as halogens or ozone, leaving the process
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/08—Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
Abstract
The application relates to a sewage emergency treatment method, a sewage emergency treatment device, computer equipment and a storage medium. The method comprises the following steps: acquiring the water quality index of the effluent from the tail end of the sewage treatment equipment; when the water quality index of the effluent does not meet the discharge standard, sending early warning information to a control terminal; and when a control signal returned by the control terminal in response to the early warning information is received, starting emergency treatment equipment connected to the tail end of the sewage treatment equipment, and performing electrolytic treatment on the effluent. The method can improve the reliability and efficiency of the emergency treatment of the sewage.
Description
Technical Field
The application relates to the technical field of sewage treatment, in particular to a sewage emergency treatment method, a sewage emergency treatment device, computer equipment and a storage medium.
Background
With the development and progress of society, the environmental protection consciousness of people is gradually strengthened, the degree of concern on the water pollution problem reaches unprecedented level, and sewage treatment is an effective solution way of the water pollution problem.
The sewage treatment equipment is an industrial equipment capable of effectively treating domestic sewage, industrial wastewater and the like in urban areas, prevents sewage and pollutants from directly flowing into water areas, and has important significance for improving ecological environment, promoting urban grade and promoting economic development.
Under the condition that the sewage treatment equipment normally operates, the sewage can reach the discharge standard after being treated, however, once the sewage treatment equipment breaks down, the risk of excessive sewage discharge can be caused, and therefore, the emergency treatment for the excessive sewage discharge is very important.
In the conventional technology, the mode of backflow is adopted for carrying out sewage emergency treatment, namely, purified water which is output from the tail end (water purifying end) of the sewage treatment equipment and does not reach the discharge standard is returned to the water inlet end (sewage end), and the sewage treatment equipment is treated again. However, in the conventional method, since the pollution source is diluted after the sewage is treated once, a carbon source needs to be added in the retreatment process, new pollution is easily caused, the reliability of the emergency treatment result is low, the retreatment process is long, the treatment efficiency is low, and the cost is high.
Disclosure of Invention
In view of the above, there is a need to provide an emergency sewage treatment method, apparatus, computer device and storage medium capable of improving reliability and treatment efficiency.
A method for emergency treatment of wastewater, the method comprising:
acquiring the water quality index of the effluent from the tail end of the sewage treatment equipment;
when the water quality index of the effluent does not meet the discharge standard, sending early warning information to a control terminal;
and when a control signal returned by the control terminal in response to the early warning information is received, starting emergency treatment equipment connected to the tail end of the sewage treatment equipment, and performing electrolysis treatment on the effluent.
An emergency sewage treatment apparatus, the apparatus comprising:
the acquisition module is used for acquiring the water quality index of the effluent from the tail end of the sewage treatment equipment;
the sending module is used for sending early warning information to the control terminal when the water quality index of the effluent does not meet the discharge standard;
and the processing module is used for starting emergency treatment equipment connected to the tail end of the sewage treatment equipment when receiving a control signal returned by the control terminal in response to the early warning information, and carrying out electrolytic treatment on the effluent.
A computer device comprising a memory and a processor, the memory storing a computer program, the processor implementing the following steps when executing the computer program:
acquiring the water quality index of the effluent from the tail end of the sewage treatment equipment;
when the water quality index of the effluent does not meet the discharge standard, sending early warning information to a control terminal;
and when a control signal returned by the control terminal in response to the early warning information is received, starting emergency treatment equipment connected to the tail end of the sewage treatment equipment, and performing electrolysis treatment on the effluent.
A computer-readable storage medium, on which a computer program is stored which, when executed by a processor, carries out the steps of:
acquiring the water quality index of the effluent from the tail end of the sewage treatment equipment;
when the water quality index of the effluent does not meet the discharge standard, sending early warning information to a control terminal;
and when a control signal returned by the control terminal in response to the early warning information is received, starting emergency treatment equipment connected to the tail end of the sewage treatment equipment, and performing electrolysis treatment on the effluent.
According to the emergency sewage treatment method, the emergency sewage treatment device, the computer equipment and the storage medium, the water quality index of the effluent from the tail end of the sewage treatment equipment is obtained, when the water quality index of the effluent does not meet the discharge standard, the early warning information is sent to the control terminal, and when the control signal returned by the control terminal in response to the early warning information is received, the emergency treatment equipment connected to the tail end of the sewage treatment equipment is started to perform electrolytic treatment on the effluent. Therefore, the effluent which does not meet the discharge standard is electrolyzed by the emergency treatment equipment connected to the tail end of the sewage treatment equipment, any chemical agent is not needed, new pollution to water quality can be avoided, the decontamination effect is good, the safety and the reliability are realized, the electrolysis treatment efficiency is high, and the sewage treatment cost under the emergency environment can be reduced.
Drawings
FIG. 1 is a schematic flow diagram of an emergency treatment method for wastewater according to an embodiment;
FIG. 2 is a schematic flow chart showing the steps of the electrolytic treatment in one embodiment;
FIG. 3 is a block diagram showing the construction of an emergency sewage treatment apparatus according to an embodiment;
FIG. 4 is a diagram illustrating an internal structure of a computer device according to an embodiment.
Detailed Description
In order to make the objects, technical solutions and advantages of the present application more apparent, the present application is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the present application and are not intended to limit the present application.
The application provides a sewage emergency treatment method can be applied to sewage treatment system. The sewage treatment system relates to sewage treatment equipment, emergency treatment equipment, a control terminal and a server, wherein the sewage treatment equipment, the emergency treatment equipment and the control terminal are respectively communicated with the server through a network. The emergency treatment equipment is connected to the tail end of the sewage treatment equipment. The server can obtain the water quality index of the outlet water at the tail end of the sewage treatment equipment, when the water quality index of the outlet water does not meet the discharge standard, early warning information is sent to the control terminal, the control terminal can return a control signal for starting the emergency treatment equipment to the processor, and the outlet water is electrolyzed after the emergency treatment equipment is started. The control terminal can be, but is not limited to, various personal computers, notebook computers, smart phones, tablet computers and portable wearable devices, and the server can be implemented by an independent server or a server cluster formed by a plurality of servers.
In one embodiment, as shown in fig. 1, an emergency sewage treatment method is provided, which is described by taking the method as an example for being applied to the server, and includes the following steps S102 to S104.
S102, acquiring the water quality index of the outlet water at the tail end of the sewage treatment equipment.
Wherein, the sewage treatment device can specifically include water delivery device, separator, aeration equipment etc. and the terminal play water of sewage treatment device refers to the water that the sewage exported to the clean water basin after sewage treatment device handles, and the water quality index can specifically include Chemical Oxygen Demand (COD), Biochemical Oxygen Demand (BOD) etc..
And S104, when the water quality index of the effluent does not meet the discharge standard, sending early warning information to the control terminal.
The discharge standard may specifically be the highest allowable discharge concentration of the water quality index, for example, the discharge standard is 60mg/L for Chemical Oxygen Demand (COD) and 20mg/L for Biochemical Oxygen Demand (BOD), and when any one or more of the water quality indexes of the effluent exceed the discharge standard, the water quality index of the effluent is determined not to meet the discharge standard.
The control terminal can be a terminal used for controlling sewage treatment related equipment by workers, the workers can access the sewage treatment system through the control terminal, and after the early warning information is received, the start and stop of the related equipment can be remotely controlled through the control terminal, so that the effluent which does not meet the discharge standard is subjected to emergency treatment, and the problem of untimely long-distance emergency is solved.
And S106, when a control signal returned by the control terminal in response to the early warning information is received, starting emergency treatment equipment connected to the tail end of the sewage treatment equipment, and performing electrolysis treatment on the effluent.
Wherein, the tail end of the sewage treatment equipment can be a clean water tank, sewage is treated by the sewage treatment equipment and then is output to the clean water tank, and effluent is discharged outwards by the clean water tank. The emergency treatment equipment is connected with the water purification tank, after the water purification tank is started, the outlet water in the water purification tank can enter the emergency treatment equipment, the emergency treatment equipment carries out electrolytic treatment on the inlet water, and the water after the electrolytic treatment is returned to the water purification tank to be discharged.
In one embodiment, the emergency treatment device may specifically include a preset number of emergency pipes, and the preset number may be set in combination with actual requirements. Each emergency pipe consists of a pipe barrel, a water inlet and a water outlet are arranged on the pipe barrel, the water inlet and the water outlet are respectively connected with a clean water tank, an anode electrode plate and a cathode electrode plate are arranged in the pipe barrel, after the emergency pipes are started, the electrode plates are electrified, water entering the pipe barrel is used as electrolyte, pollutants in the water are subjected to redox reaction on an anode and a cathode through an electrolysis process and are converted into harmless substances, and COD, BOD and NH are treated through an electrolysis method3The removal rate of P can reach more than 95%. The emergency pipe is connected to the tail end of the sewage treatment equipment, the sewage treatment equipment does not need to be transformed, the installation and operation are simple, the occupied area is small, and the emergency pipe can be flexibly moved.
According to the emergency sewage treatment method, the water quality index of the effluent from the tail end of the sewage treatment equipment is obtained, when the water quality index of the effluent does not meet the discharge standard, the early warning information is sent to the control terminal, and when a control signal returned by the control terminal in response to the early warning information is received, the emergency treatment equipment connected to the tail end of the sewage treatment equipment is started to perform electrolytic treatment on the effluent. Therefore, the effluent which does not meet the discharge standard is electrolyzed by the emergency treatment equipment connected to the tail end of the sewage treatment equipment, any chemical agent is not needed, new pollution to water quality can be avoided, the decontamination effect is good, the safety and the reliability are realized, the electrolysis treatment efficiency is high, and the sewage treatment cost under the emergency environment can be reduced.
In one embodiment, the obtaining of the water quality index of the outlet water at the tail end of the sewage treatment device may specifically include the following steps: monitoring operating parameters of the sewage treatment equipment; and predicting according to the operation parameters to obtain the water quality index of the outlet water at the tail end of the sewage treatment equipment.
Wherein, sewage treatment device's operating parameter can include the energy consumption parameter, the inflow parameter, the water yield parameter, the turbidity parameter etc, specifically, can be through the operating parameter of online monitored control system real-time supervision sewage treatment device, online monitored control system is including the data acquisition equipment who is used for acquireing sewage treatment device's operating parameter, data acquisition equipment includes ammeter sensor, flow sensor, turbidity sensor etc. obtain the energy consumption parameter through ammeter sensor measurement, obtain inflow parameter and water yield parameter through flow sensor, obtain the turbidity parameter through turbidity sensor.
The operation parameters of the sewage treatment equipment can reflect whether the operation state of the sewage treatment equipment is abnormal or not. For example, when the ratio of the energy consumption parameter to the water yield parameter (energy consumption ratio) is not within the preset ratio range, or the ratio of the water yield parameter to the water yield parameter (flow condition) is not within the preset range, or the turbidity parameter exceeds a preset value, it may be determined that the operation of the sewage treatment apparatus is abnormal, which may affect the quality of the end-discharged water.
Specifically, the trained neural network model can be used for predicting the operation parameters of the sewage treatment equipment to obtain the water quality index of the outlet water at the tail end of the sewage treatment equipment. The training process of the neural network model may include the steps of: obtaining a sample operation parameter and a terminal water quality index label corresponding to the sample operation parameter; inputting the sample operation parameters into a neural network model to be trained for training to obtain a corresponding terminal water quality index prediction result; and when the training end condition is not met, adjusting the parameters of the neural network model to be trained according to the difference between the terminal water quality index prediction result and the terminal water quality index label, and continuing training until the training end condition is met to obtain the trained neural network model.
In the embodiment, the water quality index of the outlet water at the tail end of the sewage treatment equipment is predicted through the operation parameters of the sewage treatment equipment, and when the sewage does not reach the tail end, a worker can be reminded to repair the abnormal sewage treatment equipment in time, so that the risk that the outlet water at the tail end exceeds the standard is reduced.
In one embodiment, the obtaining of the water quality index of the outlet water at the tail end of the sewage treatment device may specifically include the following steps: and monitoring the quality of the water discharged from the tail end of the sewage treatment equipment to obtain the quality index of the water discharged from the tail end of the sewage treatment equipment. Specifically, the water quality of the outlet water at the tail end of the sewage treatment equipment can be directly monitored by adopting a water quality monitor, so that the water quality index of the outlet water at the tail end of the sewage treatment equipment is obtained.
In one embodiment, the water quality index of the tail end effluent obtained by predicting the operation parameters of the sewage treatment equipment is used as a first water quality index, the water quality index of the tail end effluent obtained by directly monitoring the water quality of the tail end effluent of the sewage treatment equipment is used as a second water quality index, the first water quality index and the second water quality index are simultaneously obtained, and when any one of the first water quality index and the second water quality index does not meet the discharge standard, the water quality index of the effluent is judged to not meet the discharge standard.
In the embodiment, the water quality index of the tail end effluent of the sewage treatment equipment is monitored by two modes of model prediction and direct monitoring, so that the timeliness and the accuracy of monitoring can be improved, and the risk that the tail end effluent discharge exceeds the standard is further reduced. It is understood that in other embodiments, only one of the first water quality index and the second water quality index may be obtained.
In one embodiment, as shown in fig. 2, the emergency treatment device connected to the end of the sewage treatment device is started to perform the electrolysis treatment on the effluent, which may specifically include the following steps S202 to S206.
S202, starting emergency treatment equipment connected to the tail end of the sewage treatment equipment, extracting water with a preset water amount from the effluent for electrolytic treatment, and returning the water after electrolytic treatment to the effluent which is not extracted to obtain updated effluent.
Specifically, the emergency treatment equipment comprises a preset number of emergency pipes, a water inlet and a water outlet of each emergency pipe are respectively connected with the water purification tank, after the emergency treatment equipment is started according to preset parameters, each emergency pipe extracts water with a preset water quantity from the water purification tank to carry out electrolytic treatment, the water after the electrolytic treatment is returned to the water purification tank, and at the moment, the water in the water purification tank is the updated water. The preset parameters include electrolysis voltage (for example, 24V), electrolysis time (for example, 30min), and preset water extraction amount (for example, 100L).
For example, the water quantity of the clean water tank is 1000L, the number of the emergency pipes is 2, after the emergency treatment equipment is started, each emergency pipe extracts 100L of water from the clean water tank, namely 200L of water in the 1000L of water in the clean water tank is electrolyzed, the rest 800L of water is not electrolyzed, 200L of water is electrolyzed and then returned to the clean water tank, and the 200L of water and the 800L of water which is not electrolyzed form updated outlet water.
And S204, acquiring the updated water quality index of the effluent.
The updated effluent comprises part of electrolyzed water, and because pollutants in the electrolyzed water are basically removed, the electrolyzed water is returned to the non-extracted effluent, which is equivalent to diluting the pollutant concentration in the non-extracted effluent, so that the pollutant concentration of the updated effluent is reduced, namely the water quality index is reduced, and the updated effluent quality index is obtained to judge whether the pollutant concentration is reduced to meet the discharge standard.
And S206, when the updated effluent water quality index does not meet the discharge standard, returning to start the emergency treatment equipment connected to the tail end of the sewage treatment equipment, extracting water with a preset water amount from the effluent water for electrolytic treatment, and returning the water after electrolytic treatment to the effluent water which is not extracted to obtain the updated effluent water until the updated effluent water quality index meets the discharge standard.
And when the water quality index of the updated effluent obtained after one-time electrolytic treatment still does not meet the discharge standard, repeating the step S202, and performing electrolytic treatment on the updated effluent again, wherein the water quality index is reduced to a certain extent after each treatment until the discharge standard is met.
In the embodiment, the emergency treatment equipment connected to the tail end of the sewage treatment equipment is adopted to perform circulating electrolysis treatment on the tail end effluent, part of water in the effluent is extracted each time for electrolysis treatment, and the treated water is returned to the part of water which is not extracted, so that the concentration of pollutants in the effluent can be reduced, electrolysis treatment on all the effluent is not needed, and energy consumption is reduced.
In an embodiment, the obtaining of the updated water quality index of the effluent may specifically include the following steps: and obtaining the updated water quality index of the outlet water according to the water quality index of the outlet water, the preset water amount and the outlet water amount.
For each electrolytic treatment, the water quality index of the outlet water is the water quality index in the clean water tank before the electrolytic treatment, the preset water quantity is the water quantity treated by the electrolytic treatment, the outlet water quantity is the water quantity in the clean water tank before the electrolytic treatment, and the updated water quality index is the water quality index in the clean water tank after the electrolytic treatment.
In an embodiment, obtaining the updated water quality index of the effluent according to the water quality index of the effluent, the preset water amount, and the effluent amount may specifically include the following steps: obtaining the water quality index reduction rate of the updated outlet water relative to the outlet water according to the ratio of the preset water amount to the outlet water amount; and obtaining the updated water quality index of the outlet water according to the water quality index reduction rate and the water quality index of the outlet water.
For example, before the first electrolysis treatment, the effluent amount is 1000L, the COD of the effluent is 100mg/L, the BOD of the effluent is 30mg/L, the preset water amount after the current electrolysis treatment is 200L, and the COD and the BOD of the water after the electrolysis treatment can be approximately reduced to 0, so that 200L of water after the current electrolysis treatment is returned to 800L without the current electrolysis treatment, the obtained water quality index in the 1000L of water after the first update is reduced by 20%, and the COD is reduced to 80mg/L and the BOD is reduced to 24mg/L after the first electrolysis treatment. At this time, both COD and BOD do not meet the discharge standard, and the second electrolysis treatment is required, and similarly, after the second electrolysis treatment, the water quality index of the obtained second renewed 1000L water is reduced by 20%, and the COD is reduced to 64mg/L and the BOD is reduced to 19.2mg/L according to calculation. By analogy, after the third electrolysis treatment, the COD and the BOD of the 1000L of the obtained water after the third update are reduced to 51.2mg/L and 15.36mg/L, and at the moment, the COD and the BOD both meet the discharge standard, and the effluent after the third update can be discharged.
In the above embodiment, there is a correlation between the updated water quality index of the effluent and the water quality index, the preset water amount, and the effluent amount, and according to the water quality index, the preset water amount, and the effluent amount of the effluent, the updated water quality index of the effluent can be quickly obtained, and the water quality is monitored without using additional monitoring equipment, thereby simplifying the operation.
It should be understood that although the various steps in the flow charts of fig. 1-2 are shown in order as indicated by the arrows, the steps are not necessarily performed in order as indicated by the arrows. The steps are not performed in the exact order shown and described, and may be performed in other orders, unless explicitly stated otherwise. Moreover, at least some of the steps in fig. 1-2 may include multiple steps or multiple stages, which are not necessarily performed at the same time, but may be performed at different times, which are not necessarily performed in sequence, but may be performed in turn or alternately with other steps or at least some of the other steps.
In one embodiment, as shown in fig. 3, there is provided a sewage emergency treatment apparatus 300 including: an obtaining module 310, a sending module 320, and a processing module 330, wherein:
the obtaining module 310 is configured to obtain a water quality index of the outlet water at the tail end of the sewage treatment apparatus.
And a sending module 320, configured to send early warning information to the control terminal when the water quality index of the effluent does not meet the discharge standard.
And the processing module 330 is configured to start the emergency treatment device connected to the tail end of the sewage treatment device when receiving a control signal returned by the control terminal in response to the early warning information, and perform electrolysis treatment on the effluent.
In an embodiment, the water quality index includes a first water quality index, and the obtaining module 310 is specifically configured to, when obtaining the water quality index of the outlet water at the tail end of the sewage treatment device: monitoring operating parameters of the sewage treatment equipment; and predicting according to the operation parameters to obtain a first water quality index of the tail end effluent of the sewage treatment equipment.
In an embodiment, the water quality index includes a second water quality index, and the obtaining module 310 is specifically configured to, when obtaining the water quality index of the outlet water at the tail end of the sewage treatment device: and monitoring the quality of the water discharged from the tail end of the sewage treatment equipment to obtain a second quality index of the water discharged from the tail end of the sewage treatment equipment.
In one embodiment, the sending module 320 is further configured to determine that the water quality indicator of the effluent does not meet the discharge standard when any one of the first water quality indicator and the second water quality indicator does not meet the discharge standard.
In one embodiment, the processing module 330 is specifically configured to, when starting the emergency treatment device connected to the tail end of the sewage treatment device to perform the electrolytic treatment on the effluent: starting emergency treatment equipment connected to the tail end of the sewage treatment equipment, extracting water with a preset water amount from the effluent for electrolytic treatment, and returning the water after electrolytic treatment to the effluent which is not extracted to obtain updated effluent; acquiring the updated water quality index of the effluent; and when the updated water quality index of the effluent does not meet the discharge standard, returning to start the emergency treatment equipment connected to the tail end of the sewage treatment equipment, extracting water with a preset water amount from the effluent for electrolytic treatment, and returning the water after electrolytic treatment to the effluent which is not extracted to obtain updated effluent until the updated water quality index of the effluent meets the discharge standard.
In one embodiment, the processing module 330 is specifically configured to, when obtaining the updated water quality index of the effluent: and obtaining the updated water quality index of the outlet water according to the water quality index of the outlet water, the preset water amount and the outlet water amount.
In an embodiment, the processing module 330 is specifically configured to, when obtaining the updated water quality index of the effluent according to the water quality index of the effluent, the preset water amount, and the effluent amount: obtaining the water quality index reduction rate of the updated outlet water relative to the outlet water according to the ratio of the preset water amount to the outlet water amount; and obtaining the updated water quality index of the outlet water according to the water quality index reduction rate and the water quality index of the outlet water.
For specific limitations of the emergency sewage treatment device, reference may be made to the above limitations of the emergency sewage treatment method, which are not described herein again. All modules in the sewage emergency treatment device can be completely or partially realized by software, hardware and a combination thereof. The modules can be embedded in a hardware form or independent from a processor in the computer device, and can also be stored in a memory in the computer device in a software form, so that the processor can call and execute operations corresponding to the modules.
In one embodiment, a computer device is provided, which may be a server, the internal structure of which may be as shown in fig. 4. The computer device includes a processor, a memory, and a network interface connected by a system bus. Wherein the processor of the computer device is configured to provide computing and control capabilities. The memory of the computer device comprises a nonvolatile storage medium and an internal memory. The non-volatile storage medium stores an operating system and a computer program. The internal memory provides an environment for the operation of an operating system and computer programs in the non-volatile storage medium. The network interface of the computer device is used for communicating with an external terminal through a network connection. The computer program is executed by a processor to implement a method for emergency treatment of wastewater.
Those skilled in the art will appreciate that the architecture shown in fig. 4 is merely a block diagram of some of the structures associated with the disclosed aspects and is not intended to limit the computing devices to which the disclosed aspects apply, as particular computing devices may include more or less components than those shown, or may combine certain components, or have a different arrangement of components.
In one embodiment, a computer device is provided, comprising a memory and a processor, the memory having a computer program stored therein, the processor implementing the following steps when executing the computer program: acquiring the water quality index of the effluent from the tail end of the sewage treatment equipment; when the water quality index of the effluent does not meet the discharge standard, sending early warning information to a control terminal; and when a control signal returned by the control terminal in response to the early warning information is received, starting emergency treatment equipment connected to the tail end of the sewage treatment equipment, and performing electrolytic treatment on the effluent.
In one embodiment, the water quality index includes a first water quality index, and when the processor executes the computer program to realize the step of obtaining the water quality index of the outlet water at the tail end of the sewage treatment device, the following steps are specifically realized: monitoring operating parameters of the sewage treatment equipment; and predicting according to the operation parameters to obtain a first water quality index of the tail end effluent of the sewage treatment equipment.
In one embodiment, the water quality indicator includes a second water quality indicator, and when the processor executes the computer program to realize the step of obtaining the water quality indicator of the outlet water at the tail end of the sewage treatment device, the following steps are specifically realized: and monitoring the quality of the water discharged from the tail end of the sewage treatment equipment to obtain a second quality index of the water discharged from the tail end of the sewage treatment equipment.
In one embodiment, the processor, when executing the computer program, further performs the steps of: and when any one of the first water quality index and the second water quality index does not meet the discharge standard, judging that the water quality index of the effluent does not meet the discharge standard.
In one embodiment, the processor executes a computer program to realize the steps of starting an emergency treatment device connected to the tail end of the sewage treatment device and performing electrolytic treatment on the effluent, and specifically realizes the following steps: starting emergency treatment equipment connected to the tail end of the sewage treatment equipment, extracting water with a preset water amount from the effluent for electrolytic treatment, and returning the water after electrolytic treatment to the effluent which is not extracted to obtain updated effluent; acquiring the updated water quality index of the effluent; and when the updated water quality index of the effluent does not meet the discharge standard, returning to start the emergency treatment equipment connected to the tail end of the sewage treatment equipment, extracting water with a preset water amount from the effluent for electrolytic treatment, and returning the water after electrolytic treatment to the effluent which is not extracted to obtain updated effluent until the updated water quality index of the effluent meets the discharge standard.
In one embodiment, when the processor executes the computer program to realize the step of obtaining the updated water quality index of the effluent, the following steps are specifically realized: and obtaining the updated water quality index of the outlet water according to the water quality index of the outlet water, the preset water amount and the outlet water amount.
In one embodiment, when the processor executes the computer program to realize the step of obtaining the updated water quality index of the effluent according to the water quality index of the effluent, the preset water amount and the effluent amount, the following steps are specifically realized: obtaining the water quality index reduction rate of the updated outlet water relative to the outlet water according to the ratio of the preset water amount to the outlet water amount; and obtaining the updated water quality index of the outlet water according to the water quality index reduction rate and the water quality index of the outlet water.
In an embodiment, a computer-readable storage medium is provided, on which a computer program is stored, which computer program, when being executed by a processor, carries out the steps of the respective method embodiment as described above.
It should be understood that the terms "first", "second", etc. in the above-described embodiments are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implying any number of technical features indicated.
It will be understood by those skilled in the art that all or part of the processes of the methods of the embodiments described above can be implemented by hardware instructions of a computer program, which can be stored in a non-volatile computer-readable storage medium, and when executed, can include the processes of the embodiments of the methods described above. Any reference to memory, storage, database or other medium used in the embodiments provided herein can include at least one of non-volatile and volatile memory. Non-volatile Memory may include Read-Only Memory (ROM), magnetic tape, floppy disk, flash Memory, optical storage, or the like. Volatile Memory can include Random Access Memory (RAM) or external cache Memory. By way of illustration and not limitation, RAM can take many forms, such as Static Random Access Memory (SRAM) or Dynamic Random Access Memory (DRAM), among others.
The technical features of the above embodiments can be arbitrarily combined, and for the sake of brevity, all possible combinations of the technical features in the above embodiments are not described, but should be considered as the scope of the present specification as long as there is no contradiction between the combinations of the technical features.
The above-mentioned embodiments only express several embodiments of the present application, and the description thereof is more specific and detailed, but not construed as limiting the scope of the invention. It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the concept of the present application, which falls within the scope of protection of the present application. Therefore, the protection scope of the present patent shall be subject to the appended claims.
Claims (10)
1. A method for emergency treatment of wastewater, the method comprising:
acquiring the water quality index of the effluent from the tail end of the sewage treatment equipment;
when the water quality index of the effluent does not meet the discharge standard, sending early warning information to a control terminal;
and when a control signal returned by the control terminal in response to the early warning information is received, starting emergency treatment equipment connected to the tail end of the sewage treatment equipment, and performing electrolysis treatment on the effluent.
2. The method of claim 1, wherein the water quality indicator comprises a first water quality indicator; the method for acquiring the water quality index of the tail end effluent of the sewage treatment equipment comprises the following steps:
monitoring operating parameters of the sewage treatment equipment;
and predicting according to the operation parameters to obtain a first water quality index of the tail end effluent of the sewage treatment equipment.
3. The method of claim 2, wherein the water quality indicator further comprises a second water quality indicator; the method for acquiring the water quality index of the tail end effluent of the sewage treatment equipment further comprises the following steps:
and monitoring the quality of the water discharged from the tail end of the sewage treatment equipment to obtain a second quality index of the water discharged from the tail end of the sewage treatment equipment.
4. The method of claim 3, wherein the effluent quality indicator is determined to not meet a discharge standard when either of the first and second water quality indicators does not meet a discharge standard.
5. The method of any one of claims 1 to 4, wherein the activating of an emergency treatment device connected to the end of the sewage treatment device to perform electrolytic treatment on the effluent comprises:
starting emergency treatment equipment connected to the tail end of the sewage treatment equipment, extracting water with a preset water amount from the effluent for electrolytic treatment, and returning the water after electrolytic treatment to the effluent which is not extracted to obtain updated effluent;
acquiring the updated water quality index of the effluent;
and when the updated water quality index of the effluent does not meet the discharge standard, returning to the emergency treatment equipment connected to the tail end of the sewage treatment equipment, extracting water with a preset water amount from the effluent for electrolytic treatment, and returning the water after electrolytic treatment to the effluent which is not extracted to obtain updated effluent until the updated water quality index of the effluent meets the discharge standard.
6. The method of claim 5, wherein the obtaining the updated water quality indicator of the effluent comprises:
and obtaining the updated water quality index of the outlet water according to the water quality index of the outlet water, the preset water amount and the outlet water amount.
7. The method of claim 6, wherein obtaining the updated water quality indicator of the effluent based on the water quality indicator of the effluent, the predetermined amount of water, and the amount of effluent comprises:
obtaining the water quality index reduction rate of the updated outlet water relative to the outlet water according to the ratio of the preset water amount to the outlet water amount;
and obtaining the updated water quality index of the outlet water according to the water quality index reduction rate and the water quality index of the outlet water.
8. An emergency sewage treatment apparatus, comprising:
the acquisition module is used for acquiring the water quality index of the effluent from the tail end of the sewage treatment equipment;
the sending module is used for sending early warning information to the control terminal when the water quality index of the effluent does not meet the discharge standard;
and the processing module is used for starting emergency treatment equipment connected to the tail end of the sewage treatment equipment when receiving a control signal returned by the control terminal in response to the early warning information, and carrying out electrolytic treatment on the effluent.
9. A computer device comprising a memory and a processor, the memory storing a computer program, wherein the processor implements the steps of the method of any one of claims 1 to 7 when executing the computer program.
10. A computer-readable storage medium, on which a computer program is stored, which, when being executed by a processor, carries out the steps of the method according to any one of claims 1 to 7.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010034296.4A CN111204849A (en) | 2020-01-13 | 2020-01-13 | Sewage emergency treatment method and device, computer equipment and storage medium |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010034296.4A CN111204849A (en) | 2020-01-13 | 2020-01-13 | Sewage emergency treatment method and device, computer equipment and storage medium |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111204849A true CN111204849A (en) | 2020-05-29 |
Family
ID=70783733
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010034296.4A Pending CN111204849A (en) | 2020-01-13 | 2020-01-13 | Sewage emergency treatment method and device, computer equipment and storage medium |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111204849A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6863805B1 (en) * | 2002-11-27 | 2005-03-08 | Francisco J. Barreras, Sr. | Automated, self-contained, home sewage treatment system |
| CN102815788A (en) * | 2012-09-11 | 2012-12-12 | 重庆大学 | Emergency regulation method for treating water quality impact of abnormal inlet water by using CASS (cyclic activated sludge system) process |
| CN103864194A (en) * | 2014-04-01 | 2014-06-18 | 山东省环境保护科学研究设计院 | Emergency control method for sewage treatment system for treating abnormal influent/effluent quality |
| CN205709935U (en) * | 2016-05-03 | 2016-11-23 | 江苏泰坤环保科技有限公司 | Waste water processes exhausting control management system |
| CN207193059U (en) * | 2017-08-30 | 2018-04-06 | 西安惠宁纸业有限公司 | A kind of sewage-treatment plant |
| CN108334015A (en) * | 2018-03-08 | 2018-07-27 | 华自科技股份有限公司 | Computer supervisory control system browsing real-time data method, apparatus and computer equipment |
| CN108862482A (en) * | 2018-04-28 | 2018-11-23 | 三泰万维思源（青岛）健康科技有限公司 | Cleaning control method, device, drinking equipment and the storage medium of electrode |
| CN208684575U (en) * | 2018-07-17 | 2019-04-02 | 河南力拓电气有限公司 | A kind of sewage automatic-discharging control system |
| CN110182987A (en) * | 2019-03-22 | 2019-08-30 | 江苏长三角环境科学技术研究院有限公司 | A method of it repairing Automobile Service and place combined pollution underground water is electroplated |
| CN110470810A (en) * | 2019-07-09 | 2019-11-19 | 中电建水环境治理技术有限公司 | Monitoring water quality method and apparatus |
-
2020
- 2020-01-13 CN CN202010034296.4A patent/CN111204849A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6863805B1 (en) * | 2002-11-27 | 2005-03-08 | Francisco J. Barreras, Sr. | Automated, self-contained, home sewage treatment system |
| CN102815788A (en) * | 2012-09-11 | 2012-12-12 | 重庆大学 | Emergency regulation method for treating water quality impact of abnormal inlet water by using CASS (cyclic activated sludge system) process |
| CN103864194A (en) * | 2014-04-01 | 2014-06-18 | 山东省环境保护科学研究设计院 | Emergency control method for sewage treatment system for treating abnormal influent/effluent quality |
| CN205709935U (en) * | 2016-05-03 | 2016-11-23 | 江苏泰坤环保科技有限公司 | Waste water processes exhausting control management system |
| CN207193059U (en) * | 2017-08-30 | 2018-04-06 | 西安惠宁纸业有限公司 | A kind of sewage-treatment plant |
| CN108334015A (en) * | 2018-03-08 | 2018-07-27 | 华自科技股份有限公司 | Computer supervisory control system browsing real-time data method, apparatus and computer equipment |
| CN108862482A (en) * | 2018-04-28 | 2018-11-23 | 三泰万维思源（青岛）健康科技有限公司 | Cleaning control method, device, drinking equipment and the storage medium of electrode |
| CN208684575U (en) * | 2018-07-17 | 2019-04-02 | 河南力拓电气有限公司 | A kind of sewage automatic-discharging control system |
| CN110182987A (en) * | 2019-03-22 | 2019-08-30 | 江苏长三角环境科学技术研究院有限公司 | A method of it repairing Automobile Service and place combined pollution underground water is electroplated |
| CN110470810A (en) * | 2019-07-09 | 2019-11-19 | 中电建水环境治理技术有限公司 | Monitoring water quality method and apparatus |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103984320B (en) | A kind of enterprise's rainwater discharge outlet monitoring system based on Internet of Things and monitoring method thereof | |
| CN1514248A (en) | Circulating cooling water quality monitoring system and equipment | |
| CN111489271B (en) | Sewage management cloud platform | |
| CN113248025B (en) | Control method, cloud server and system for rural domestic sewage treatment | |
| CN106600509A (en) | Method for determining water-mixed sewage discharge behavior of enterprise based on basic data analysis | |
| CN111752206A (en) | Automatic monitoring and early warning method and device for sewage discharge and computer equipment | |
| CN111832909B (en) | Emergency response system and method for illegal sewage discharge | |
| KR20120001116A (en) | A system and method for diagnosis algorithm development at wastewater treatment plant operation | |
| CN113033092A (en) | Sewage treatment data processing method and device, computer equipment and storage medium | |
| CN207193054U (en) | A kind of distributing trade effluent integrated treatment unit based on Internet of Things | |
| CN114578008A (en) | Decision support system and method for sewage plant water quality risk management | |
| CN111204849A (en) | Sewage emergency treatment method and device, computer equipment and storage medium | |
| JP5193884B2 (en) | Monitoring and control system for water supply facilities | |
| JP4518826B2 (en) | Electrolytic wastewater treatment system, electrolysis control device, electrolytic wastewater treatment method, program, and storage medium | |
| CN112288309A (en) | Water quality regulation and control system, method and device, computer equipment and storage medium | |
| CN110204017B (en) | Electrolytic treatment system and method for adjusting pH value of ammonia-containing wastewater | |
| CN114351828A (en) | Sewage treatment method, device and control equipment | |
| Reynaert et al. | Predicting microbial water quality in on-site water reuse systems with online sensors | |
| CN210286857U (en) | Electrolysis treatment system for adjusting pH value of ammonia-containing wastewater | |
| JP2009108593A (en) | Apparatus for exchange and effective use of water | |
| Rubio et al. | Qualitative trends for situation assessment in sbr wastewater treatment process | |
| JP6811803B2 (en) | Wastewater treatment system | |
| Eryürük et al. | A design of experiment approach of cattle slaughterhouse wastewater treatment by electrocoagulation method | |
| Chen et al. | Current and long-term effects of Delta water quality on drinking water treatment costs from disinfection byproduct formation | |
| Zakoor et al. | Using machine learning algorithms to evaluate the performance of electrocoagulation with membrane bioreactor (EC-MBR) for treatment of organic matters in domestic wastewater |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200529 |
|
| RJ01 | Rejection of invention patent application after publication |