Detailed Description
In order that the above objects, features and advantages of the present disclosure may be more clearly understood, aspects of the present disclosure will be further described below. It should be noted that the embodiments and features of the embodiments of the present disclosure may be combined with each other without conflict.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present disclosure, but the present disclosure may be practiced in other ways than those described herein; it is to be understood that the embodiments disclosed in the specification are only a few embodiments of the present disclosure, and not all embodiments.
At present, sewage treatment is widely applied to various fields, so that the serious influence on the ecological environment caused by the random discharge of a large amount of sewage is avoided, and the problem of threat to the health of people is solved. In the prior art, during the operation of the water treatment equipment, various operation parameters of the water treatment equipment can be set according to the designed water quantity (the local maximum sewage inflow), so that the purification treatment of sewage is realized.
In this embodiment, taking the daily sewage amount of 50T for the water treatment device as an example, setting the operation cycle of the water treatment device to be 10 times/day, and then setting the water amount treated by the lift pump to be 5T once, as shown in fig. 1, the sewage enters theregulation tank 102 after being collected by the pipe network, when the sewage in theregulation tank 102 reaches a preset high liquid level, triggering the lift pump of thewater treatment device 101 to start, at this time, the sewage in theregulation tank 102 is pumped into thewater treatment device 101 by the lift pump, and when the sewage in theregulation tank 102 reaches a preset low liquid level, triggering the lift pump of thewater treatment device 101 to stop, at this time, the lift pump stops operating, that is, the water amount from the high liquid level to the low liquid level in theregulation tank 102 is 5T for the water amount treated by the lift pump once, but the disclosure is not limited specifically.
The lift pump meets the operation rule of high start and low stop when in work, namely the lift pump is triggered to start when the liquid level of the regulatingreservoir 102 is high, the lift pump is triggered to stop when the liquid level reaches low, meanwhile, the sewage in the regulatingreservoir 102 is sent to thewater treatment equipment 101 in a plurality of times by setting different running time periods of the lift pump, that is, in the process of sending sewage into thewater treatment device 101, after the lift pump runs for a period of time, the lift pump stops running to perform heat dissipation treatment, for example, the running time of sending sewage in the regulatingreservoir 102 into thewater treatment device 101 by the lift pump is 40 minutes for water sending, the running time is 20 minutes for heat dissipation treatment, after 20 minutes for heat dissipation, the lift pump starts running to continue sending sewage into thewater treatment device 101 until the sewage in the regulatingreservoir 102 reaches a low liquid level, and the lift pump stops running, but the disclosure is not limited thereto.
However, at present, the water consumption changes along with seasonal and population scale changes, so that the water inflow in the regulatingreservoir 102 cannot reach the maximum sewage inflow, and the water inflow of the water treatment equipment is unbalanced, and when water inflow does not continue or is interrupted in the water treatment equipment, the water treatment equipment continues sewage treatment according to various operation parameters set by the maximum sewage inflow, so that the water treatment equipment has a no-load phenomenon, and the problems of no linkage and high energy consumption of system operation are caused.
In order to solve the above problem, the present disclosure provides a data management system of a water treatment device, which obtains a target water inflow through a processing module, and transmits the target water inflow to a management platform, wherein the target water inflow is determined according to a first duration and a second duration; the first time length is determined according to the preset water inflow, and the second time length is determined according to the target water inflow; the target water inflow is less than or equal to the preset water inflow; the management platform receives the target water inflow, determines the operation mode of the water treatment equipment according to the target water inflow, and issues the operation mode to the water treatment equipment, so that the management platform can determine the operation mode of the adaptive water treatment equipment according to the current target water inflow by utilizing the processing module, namely the current actual water inflow of the regulating reservoir, and transmits the acquired target water inflow to the management platform, and the management platform can issue the operation mode to the water treatment equipment, so that the water treatment equipment works according to the operation mode determined by the current target water inflow of the regulating reservoir, the idle phenomenon of the water treatment equipment is avoided, and the consumption of water treatment equipment resources is reduced.
Fig. 2 is a schematic diagram of a data management system of a reclaimed water treatment facility according to an embodiment of the present disclosure, the data management system of the water treatment facility including: aprocessing module 201 and amanagement platform 202, wherein theprocessing module 201 is connected with themanagement platform 202 in a communication way.
And theprocessing module 201 is configured to obtain the target water inflow and transmit the target water inflow to themanagement platform 202.
Wherein the target water inflow is determined according to the first time length and the second time length; the first time length is determined according to the preset water inflow, and the second time length is determined according to the target water inflow; the target water inflow is less than or equal to the preset water inflow; the preset water inflow refers to the maximum sewage inflow, and the first time period refers to the time period T required by the sewage in the regulatingtank 102 from the low liquid level to the high liquid level according to the maximum sewage inflow1. The target water inflow refers to the actual sewage inflow of the regulatingreservoir 102 at the current moment, and the second time period refers to the time period T required by the sewage in the regulatingreservoir 102 from the low liquid level to the high liquid level according to the target water inflow2It should be noted that, in the present embodiment, the amount of water in the regulatingreservoir 102 from the low liquid level to the high liquid level is 5T, but the disclosure is not limited thereto.
Specifically, theprocessing module 201 determines a current target water inflow in theregulation pool 102 according to a first time length obtained by a preset water inflow and a second time length obtained by the target water inflow, and transmits the obtained target water inflow to themanagement platform 202 through wireless communication technologies such as General Packet Radio Service (GPRS), 4G/5G, and the like, where themanagement platform 202 may be, for example, an internet of things management platform, but is not limited thereto, and the disclosure is not particularly limited.
For example, when the floating ball in theregulation tank 102 is located at a low liquid level, theprocessing module 201 records a first time when the floating ball is located at the low liquid level, and when the floating ball in theregulation tank 102 reaches a high liquid level along with the entering of the sewage, records a second time when the floating ball is located at the high liquid level, determines a second time length according to the first time and the second time, and compares the obtained second time length with the first time length determined according to the highest water inflow, so as to determine a current target water inflow in theregulation tank 102, and transmits the target water inflow to themanagement platform 202 through wireless communication technologies such as GPRS and 4G/5G, but the disclosure is not limited thereto.
Themanagement platform 202 is configured to receive the target water inflow, determine an operation mode of the water treatment apparatus according to the target water inflow, and issue the operation mode to the water treatment apparatus.
Wherein, the water treatment equipment is used for purifying sewage and at least comprises a lifting pump, a blower, a reflux pump, an aeration disc and the like. The operation mode is that when the sewage is purified, adaptive operation parameters are set for each power device of the water treatment device, so that the sewage is purified.
Specifically, themanagement platform 202 is in communication connection with theprocessing module 201, when theprocessing module 201 determines the target water inflow according to the first duration and the second duration, the target water inflow is transmitted to themanagement platform 202 through wireless communication technologies such as GPRS and 4G/5G, and themanagement platform 202 receives the target water inflow of the regulatingreservoir 102 through a platform of the internet of things, determines the operation mode of thewater treatment device 101 according to the received target water inflow, and transmits the determined operation mode to the water treatment device, so that the water treatment device can work according to the current actual water inflow, namely the operation parameters determined by the target water inflow, and purification treatment of sewage is achieved.
In the embodiment, the target water inflow is obtained through the processing module and is transmitted to the management platform, wherein the target water inflow is determined according to the first time length and the second time length; the first time length is determined according to the preset water inflow, and the second time length is determined according to the target water inflow; the target water inflow is less than or equal to the preset water inflow; the management platform receives the target water inflow, determines the operation mode of the water treatment equipment according to the target water inflow, and issues the operation mode to the water treatment equipment, so that the management platform can determine the operation mode of the adaptive water treatment equipment according to the current target water inflow by utilizing the processing module, namely the current actual water inflow of the regulating reservoir, and transmits the acquired target water inflow to the management platform, and the management platform can issue the operation mode to the water treatment equipment, so that the water treatment equipment works according to the operation mode determined by the current target water inflow of the regulating reservoir, the idle phenomenon of the water treatment equipment is avoided, and the consumption of water treatment equipment resources is reduced.
Fig. 3 is a schematic diagram of a data management system of a water treatment device in another implementation of the present disclosure, and fig. 3 is a diagram of aprocessing module 201 based on fig. 2, further including: aprocessing unit 2011 and adata acquisition unit 2012; theprocessing unit 2011 is communicatively coupled to thedata acquisition unit 2012. As shown in fig. 3:
theprocessing unit 2011 is configured to determine a target water inflow according to the first duration and the second duration, and transmit the target water inflow to the data acquisition unit.
Specifically, theprocessing unit 2011 determines the current target water inflow in theadjusting tank 102 according to a first time length obtained by the preset water inflow and a second time length obtained by the target water inflow, and transmits the obtained target water inflow to thedata acquisition unit 2012.
Illustratively, when the floating ball in the regulatingreservoir 102 is at the low liquid level, theprocessing module 201 records a first time when the floating ball is at the low liquid level, when the floating ball in the regulatingreservoir 102 reaches the high liquid level along with the entering of the sewage, records a second time when the floating ball is at the high liquid level, and determines a second time length T according to the first time and the second time2The obtained second time length and the first time length T determined according to the highest water inflow1The comparison process is performed to determine the current target water inflow in the regulatingreservoir 102, which may be (1/2)5T, for example, and the target water inflow may be (1/2)5Tdata acquisition unit 2012, for example, but not limited thereto, and the disclosure is not particularly limited thereto.
And thedata acquisition unit 2012 is configured to acquire the target water inflow output by theprocessing unit 2011 and transmit the target water inflow to themanagement platform 202.
Specifically, after theprocessing unit 2011 determines the target water inflow according to the first duration and the second duration, thedata acquisition unit 2012 acquires the target water inflow determined by theprocessing unit 2011 at this time, and transmits the target water inflow to themanagement platform 202, such as the internet of things platform, through wireless communication technologies, such as GPRS, 4G/5G, and the like.
Therefore, in the scheme of the embodiment, the processing unit is used for acquiring the target water inflow of the regulating reservoir, namely the current actual water inflow of the regulating reservoir, the data acquisition unit is used for acquiring the target water inflow acquired by the processing unit and transmitting the target water inflow to the management platform, and the management platform can determine the adaptive operation mode of the water treatment equipment according to the current target water inflow, so that the water treatment equipment works according to the operation mode determined by the current target water inflow of the regulating reservoir, the idle phenomenon of the water treatment equipment is avoided, and the consumption of the water treatment equipment resources is reduced.
On the basis of the above embodiment, theprocessing unit 2011 is configured to determine a third time duration according to the first time duration, the preset water inflow and the bisection method, compare the second time duration with the third time duration, and determine the target water inflow.
And a multiple relation exists between the third time length and the first time length. The bisection method is that in an array given ordered arrangement, a target value and an array middle value are compared, if the target value and the array middle value are equal, a middle value subscript is returned, if the target value is smaller than the middle value, bisection searching is executed again from the first half section of the array, if the target value is larger than the middle value, bisection searching is started from the second half section of the array, in the embodiment, the target water inflow is determined by utilizing the bisection principle, mainly, according to the preset water inflow, the time length from the low liquid level to the high liquid level in the regulatingreservoir 102, namely the third time length of the current time, is obtained by assuming that the water inflow is the middle value of the preset water inflow, namely, when the preset water inflow is half of the preset water inflow, and the relation between the second time length and the third time length is compared and judged, so that the target water inflow is determined. For example, in the embodiment, the preset water inflow is 5T, and according to the preset water inflow, the first time period required by the liquid level in the regulatingreservoir 102 from the low liquid level to the high liquid level is T1According to the dichotomy principle, assuming that the water inflow is 5T which is the middle value of the preset water inflow (1/2), the time required for the liquid level in the regulatingreservoir 102 to reach the high liquid level from the low liquid level is 2T1I.e. the third period of time T3Is 2T1But is not limited thereto, and the present disclosure is not particularly limited.
Specifically, theprocessing unit 2011 calculates a time period from the low liquid level to the high liquid level in the regulatingreservoir 102, that is, a third time period, according to a dichotomy principle, a preset water inflow and the first time period, counts a second time period from the low liquid level to the high liquid level in the regulatingreservoir 102 according to a target water inflow, that is, a water inflow under a current actual condition, compares the second time period with the third time period, and determines the target water inflow according to a size relationship between the second time period and the third time period.
Therefore, in the embodiment, by utilizing the dichotomy principle, presetting the water inflow and the first time length, determining the third time length required by the water level of the regulating reservoir from the low liquid level to the high liquid level, and comparing the second time length with the third time length, so as to determine the target water inflow, so that the water treatment equipment works according to the operation mode determined by the current target water inflow of the regulating reservoir, the idle load phenomenon of the water treatment equipment is avoided, and the consumption of the water treatment equipment resource is reduced.
Fig. 4 is a schematic diagram of the operation of a lift pump of a water treatment apparatus according to another embodiment of the present disclosure, as shown in fig. 4:
and theprocessing unit 2011 is configured to determine the target water inflow when the second duration is equal to the third duration.
Specifically, theprocessing unit 2011 records a first time when a floating ball in the regulatingreservoir 102 is located at a low liquid level according to the target water inflow of thecurrent regulating reservoir 102, records a second time when the floating ball is located at a high liquid level along with the entering of the sewage in the regulatingreservoir 102, and determines a second time length T according to the first time and the second time2And determining a third time length T according to the first time length, the preset water inflow and the dichotomy principle3When the second time period T is2Is equal to the third duration T3Determining the target water inflow as a third time length T3The corresponding water inflow.
Illustratively, when the target water inflow is determined according to the dichotomy principle for the first time, the first time period required when the liquid level in the regulatingreservoir 102 is from the low liquid level to the high liquid level according to thepreset water inflow 5T is T1Assuming that the water inflow is 5T which is the middle value of the preset water inflow (1/2), the time required for the liquid level in the regulatingreservoir 102 to go from the low liquid level to the high liquid level is 2T1I.e. the third period of time T3Is 2T1According to the target water inflow, namely the current actual conditionThe second time period T from the low liquid level to the high liquid level in the regulatingreservoir 102 is recorded2A third time period T3And a second duration T2Performing comparison processing when the third time length T is reached3Is equal to the second duration T2When it is satisfied with T2=T3=2T1At this time, the current target water inflow is determined to be the third time length T3The corresponding water inflow, i.e., the target water inflow is (1/2)5T, but is not limited thereto, and the present disclosure is not particularly limited.
Therefore, in the embodiment, by utilizing the dichotomy principle, presetting the water inflow and the first time length, determining the third time length required by the water level of the regulating reservoir from the low liquid level to the high liquid level, comparing the second time length with the third time length, and determining the target water inflow as the water inflow corresponding to the current third time length when the third time length is equal to the second time length, so that the water treatment equipment works according to the running mode determined by the current target water inflow of the regulating reservoir, the idle phenomenon of the water treatment equipment is avoided, and the consumption of the water treatment equipment resources is reduced.
Fig. 5 is a schematic diagram illustrating the operation of a lift pump of a water treatment apparatus according to still another embodiment of the present disclosure, and fig. 5 is a diagram illustrating, based on fig. 4, when the third duration is not equal to the second duration, further, in an alternative manner, as shown in fig. 5 (a):
theprocessing unit 2011 is configured to determine the first preset range when the second duration is longer than the third duration, and determine the target water inflow according to the first preset range.
Wherein the first predetermined range is a range to which the determined target water inflow belongs when the second duration is longer than the third duration, and the range is between 0 and a middle value of the predetermined water inflow, and for example, according to the dichotomy principle, assuming that the water inflow is a middle value (1/2)5T of thepredetermined water inflow 5T, the third duration T required by the liquid level in the regulatingreservoir 102 from the low liquid level to the high liquid level3Is 2T1Acquiring a second time length T from the low liquid level to the high liquid level of the liquid level in the regulatingreservoir 102 according to the current target water inflow2When T is2>2T1When the water flow is smaller than the preset water flow, the target water flow under the current actual condition is shown1/2)5T, determining the target water inflow to be greater than 0 and less than the middle value of the preset water inflow, i.e. determining the first preset range to be 0 to (1/2)5T, but not limited thereto.
Specifically, theprocessing unit 2011 records a first time when a floating ball in theadjusting tank 102 is located at a low liquid level and a second time when the floating ball is located at a high liquid level according to the target water inflow of thecurrent adjusting tank 102, and determines a second time length T according to the first time and the second time2And determining a third time length T according to the first time length, the preset water inflow, the first time length and the dichotomy principle3When the second time period T is2Greater than a third duration T3And then, determining a first preset range, and dividing the range into two again in the first preset range until the target water inflow is determined when the second duration is equal to the third duration.
Alternatively, as shown in fig. 5 (b): theprocessing unit 2011 is configured to determine a second preset range when the second duration is shorter than the third duration, and determine the target water inflow according to the second preset range.
Wherein the second preset range is a range to which the determined target water inflow belongs when the second duration is less than the third duration, and the range is between a middle value of the preset water inflow and the preset water inflow, for example, according to the dichotomy principle, a middle value (1/2)5T of thepreset water inflow 5T is obtained, and the third duration T is required when the liquid level in the regulatingreservoir 102 is from a low liquid level to a high liquid level3Is 2T1Acquiring a second time length T from the low liquid level to the high liquid level of the liquid level in the regulatingreservoir 102 according to the current target water inflow2When T is2<2T1In this case, it is stated that the target water inflow under the current actual situation is greater than the preset water inflow (1/2)5T, and then the target water inflow is determined to be greater than (1/2)5T and less than the preset water inflow, that is, the determined second preset range is (1/2)5T to 5T, but the disclosure is not limited thereto.
Specifically, theprocessing unit 2011 records a second time period T from a low liquid level to a high liquid level of the liquid level in theadjusting tank 102 according to the current target water inflow of theadjusting tank 1022And according to the first time length, the preset water inflow and the second time lengthDetermining the third duration T according to the law of divisions3When the second time period T is2Less than a third duration T3And then, determining a second preset range, and dividing the second preset range into two again until the second time length is equal to the third time length, and determining the target water inflow.
Illustratively, theprocessing unit 2011 determines the second time period T for the liquid level in theconditioning tank 102 to reach the high liquid level from the low liquid level according to the current target water inflow of theconditioning tank 1022According to the dichotomy principle, assuming that the water inflow is 5T which is the middle value of the preset water inflow (1/2), the third time period for the liquid level in the regulatingreservoir 102 to reach the high liquid level from the low liquid level is T3=2T1When T is2>T3I.e. T2>2T1When the actual target water inflow is less than 5T of the preset water inflow (1/2), namely the current first preset range is determined to be 0 to (1/2)5T, the current first preset range is divided into two within 0 to (1/2)5T again, and according to the dichotomy principle, the third time length for the liquid level in the regulatingreservoir 102 to reach the high liquid level from the low liquid level is T when the water inflow is (1/4)5T3=4T1When the second time period T is2Equal to the third duration 4T1Then, the target water inflow is determined to be the third time length 4T1Corresponding water inflow (1/4)5T, when T2>T3I.e. T2>4T1Then, the target water inflow under the current actual condition is explained to be less than 5T of the water inflow (1/4), namely, the current first preset range is determined to be 0 to (1/4)5T, and the division is carried out again within the first preset range of 0 to (1/4)5T until T is met2=T3Determining the target water inflow as the water inflow corresponding to the third time length, or when T is reached2<T3I.e. T2<2T1When the target water inflow under the current actual condition is larger than the preset water inflow (1/2)5T, namely the current second preset range is determined to be (1/2) 5T-5T, the second preset range is divided into two within (1/2) 5T-5T again, and according to the dichotomy principle, the third time length for the liquid level in theregulating tank 102 to reach the high liquid level from the low liquid level is T when the water inflow (3/4)5T is assumed3=4/3T1When the second time period T is2Equal to third duration 4/3T1Then the target water inflow is determined as the third time length 4/3T1Corresponding water inflow (3/4)5T, when T2<T3When is, i.e. T2<4/3T1Then, the target water inflow under the current actual condition is explained to be larger than the water inflow (3/4)5T, namely the current second preset range is determined to be (3/4) 5T-5T, and the division is carried out again within the second preset range (3/4) 5T-5T until the T is met2=T3And determining the target water inflow as the water inflow corresponding to the current third time period, but is not limited thereto, and the disclosure is not particularly limited.
In this way, in the embodiment, by using the dichotomy principle, presetting the water inflow and the first time length, determining the third time length, comparing the second time length with the third time length, when the second time length is longer than the third time length, determining the first preset range to which the target water inflow belongs, and carrying out dichotomy again in the determined first preset range until the target water inflow is determined, or when the second time length is shorter than the third time length, determining the second preset range to which the target water inflow belongs, and carrying out dichotomy again in the determined second preset range until the target water inflow is determined, so that the water treatment equipment works according to the operation mode determined by the current target water inflow of the regulating reservoir, thereby avoiding the idle phenomenon of the water treatment equipment and reducing the consumption of water treatment equipment resources.
On the basis of the above embodiments, in some embodiments of the present disclosure, themanagement platform 202 is further configured to store at least two operation modes of thewater treatment apparatus 101, where the at least two operation modes correspond to different target water inflow amounts respectively.
The operation mode refers to operation parameters of each power device in the water treatment device during the process of purifying the sewage by the water treatment device, and optionally, the operation parameters may be, for example, an operation time of a lift pump, a sewage backflow time, and an aeration time, but are not limited thereto, and the disclosure is not particularly limited.
Specifically, theprocessing unit 2011 determines a target water inflow according to the first duration and the second duration, and transmits the target water inflow to themanagement platform 202 through a wireless communication technology, and themanagement platform 202 selects an operation mode of the water treatment equipment corresponding to the target water inflow in the storage module, that is, each operation parameter of the water treatment equipment, such as an operation time of the lift pump, a sewage backflow time, and an aeration time, according to the received target water inflow.
Illustratively, when theprocessing unit 2011 determines that the target water inflow (1/2) is 5T according to the first time duration and the second time duration, and transmits the target water inflow (1/2)5T to themanagement platform 202 through the wireless communication technology, themanagement platform 202 selects the operation mode of the water treatment equipment corresponding to the target water inflow in the storage module according to the received target water inflow (1/2)5T, that is, determines each operation parameter of the power equipment, for example, when the current target water inflow of the conditioning tank is (1/2)5T, the lift pump sends the sewage in theconditioning tank 102 to thewater treatment equipment 101 for 20 minutes for water sending, stops running for 10 minutes for heat dissipation, starts running after 10 minutes for heat dissipation, continues sending the sewage into thewater treatment equipment 101 until the sewage in theconditioning tank 102 reaches a low level, the lift pump stops operating, but is not limited thereto, and the present disclosure is not particularly limited.
Therefore, the management platform of the embodiment obtains the target water inflow, namely the actual water inflow, in the regulating reservoir in real time, selects the operation mode of the water treatment equipment corresponding to the target water inflow according to the target water inflow, and sends the corresponding parameters of the operation mode to the water treatment equipment, so that the water treatment equipment works according to the operation mode determined by the current target water inflow of the regulating reservoir, the idle load phenomenon of the water treatment equipment is avoided, and the consumption of water treatment equipment resources is reduced.
Fig. 6 is a schematic diagram of a data management system of a water treatment device in a further embodiment of the present disclosure, and fig. 6 is a diagram of the system based on fig. 3, the system further includes: and the internet ofthings gateway 203 is in communication connection between theprocessing module 201 and themanagement platform 202.
The internet ofthings gateway 203 is a link for connecting the sensing network and the conventional communication network. As gateway equipment, the gateway of the Internet of things can realize protocol conversion between the sensing network and the communication network and between different types of sensing networks, and can realize wide area interconnection and local area interconnection. In addition, the internet of things gateway also needs to have an equipment management function, and an operator can manage all sensing nodes at the bottom layer through the internet of things gateway equipment, know relevant information of all the sensing nodes and realize remote control.
Specifically, the internet ofthings gateway 203 is arranged between themanagement platform 202 and thedata acquisition unit 2012 in theprocessing module 201, that is, the internet ofthings gateway 203 is communicatively connected between themanagement platform 202 and thedata acquisition unit 2012 in theprocessing module 201, when theprocessing unit 2011 in theprocessing module 201 determines the target water inflow of theregulation tank 102 according to the first duration and the second duration, thedata acquisition unit 2012 acquires the target water inflow of theregulation tank 102, and transmits the acquired target water inflow to themanagement platform 202 through the internet ofthings gateway 203, themanagement platform 202 may be, for example, an internet of things platform, and themanagement platform 202, such as the internet of things platform, receives the target water inflow of theregulation tank 102.
Like this, the present embodiment scheme utilizesdata acquisition unit 2012 inprocessing module 201 to gather the target inflow of equalizingbasin 102, the target inflow of equalizingbasin 102 that will gather transmits formanagement platform 202 throughthing networking gateway 203, make things convenient for the operation and maintenance managers to confirm the operational mode of water treatment facilities according to the target inflow of equalizingbasin 102 simultaneously with this mode, it is simple to implement, thing networking gateway need not carry out the transmission of electricity in order to realize the signal with water treatment facilities simultaneously, avoid in actual operation, lead to the unable normal work's of thing networking gateway problem after the water treatment facilities outage.
It should be noted that although in the above detailed description several modules or units of the device for action execution are mentioned, such a division is not mandatory. Indeed, the features and functionality of two or more modules or units described above may be embodied in one module or unit, according to embodiments of the present disclosure. Conversely, the features and functions of one module or unit described above may be further divided into embodiments by a plurality of modules or units. The components shown as modules or units may or may not be physical units, i.e. may be located in one place or may also be distributed over a plurality of network units. Some or all of the modules can be selected according to actual needs to achieve the purpose of the disclosed solution. One of ordinary skill in the art can understand and implement it without inventive effort.
The invention also provides a data management method of the water treatment equipment, which can be realized based on the data management device of the water treatment equipment in each embodiment. Referring to fig. 7, the method is implemented as follows:
and S701, the processing module acquires the target water inflow and transmits the target water inflow to the management platform.
Wherein the target water inflow is determined according to the first time length and the second time length; the first time period is determined according to the preset water inflow, and the second time period is determined according to the target water inflow.
S702, the management platform receives the target water inflow, determines the operation mode of the water treatment equipment according to the target water inflow, and issues the operation mode to the water treatment equipment.
In the embodiment, the target water inflow is obtained through the processing module and is transmitted to the management platform, wherein the target water inflow is determined according to the first time length and the second time length; the first time length is determined according to the preset water inflow, and the second time length is determined according to the target water inflow; the target water inflow is less than or equal to the preset water inflow; the management platform receives the target water inflow, determines the operation mode of the water treatment equipment according to the target water inflow, and issues the operation mode to the water treatment equipment, so that the current actual water inflow, namely the target water inflow, of the regulating reservoir is obtained by the processing module, the obtained target water inflow is transmitted to the management platform, and the management platform can determine the operation mode of the adaptive water treatment equipment according to the current target water inflow, so that the water treatment equipment works according to the operation mode determined by the current target water inflow of the regulating reservoir, the idle phenomenon of the water treatment equipment is avoided, and the consumption of water treatment equipment resources is reduced.
It should be noted that although the various steps of the methods of the present disclosure are depicted in the drawings in a particular order, this does not require or imply that these steps must be performed in this particular order, or that all of the depicted steps must be performed, to achieve desirable results. Additionally or alternatively, certain steps may be omitted, multiple steps combined into one step execution, and/or one step broken down into multiple step executions, etc. Additionally, it will also be readily appreciated that the steps may be performed synchronously or asynchronously, e.g., among multiple modules/processes/threads.
The method in the above embodiments, the specific manner in which each step performs the operation and the corresponding technical effects have been described in detail in the embodiments related to the apparatus, and will not be described in detail herein.
It is noted that, in this document, relational terms such as "first" and "second," and the like, may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The foregoing are merely exemplary embodiments of the present disclosure, which enable those skilled in the art to understand or practice the present disclosure. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the disclosure. Thus, the present disclosure is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.