CN113486606B - Water treatment system model training method, operation method, system, equipment and medium - Google Patents

Water treatment system model training method, operation method, system, equipment and medium Download PDF

Info

Publication number
CN113486606B
CN113486606B CN202110732888.8A CN202110732888A CN113486606B CN 113486606 B CN113486606 B CN 113486606B CN 202110732888 A CN202110732888 A CN 202110732888A CN 113486606 B CN113486606 B CN 113486606B
Authority
CN
China
Prior art keywords
treatment system
water treatment
water
preset time
model
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.)
Active
Application number
CN202110732888.8A
Other languages
Chinese (zh)
Other versions
CN113486606A (en
Inventor
陆继诚
王昊
吴宝荣
黄凯
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Municipal Engineering Design Insitute Group Co Ltd
Original Assignee
Shanghai Municipal Engineering Design Insitute Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Municipal Engineering Design Insitute Group Co Ltd filed Critical Shanghai Municipal Engineering Design Insitute Group Co Ltd
Priority to CN202110732888.8A priority Critical patent/CN113486606B/en
Publication of CN113486606A publication Critical patent/CN113486606A/en
Application granted granted Critical
Publication of CN113486606B publication Critical patent/CN113486606B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation
    • G06F30/28Design optimisation, verification or simulation using fluid dynamics, e.g. using Navier-Stokes equations or computational fluid dynamics [CFD]
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/13Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/18Network design, e.g. design based on topological or interconnect aspects of utility systems, piping, heating ventilation air conditioning [HVAC] or cabling
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q10/00Administration; Management
    • G06Q10/04Forecasting or optimisation specially adapted for administrative or management purposes, e.g. linear programming or "cutting stock problem"
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q10/00Administration; Management
    • G06Q10/06Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
    • G06Q10/063Operations research, analysis or management
    • G06Q10/0631Resource planning, allocation, distributing or scheduling for enterprises or organisations
    • G06Q10/06312Adjustment or analysis of established resource schedule, e.g. resource or task levelling, or dynamic rescheduling
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q10/00Administration; Management
    • G06Q10/06Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
    • G06Q10/063Operations research, analysis or management
    • G06Q10/0631Resource planning, allocation, distributing or scheduling for enterprises or organisations
    • G06Q10/06315Needs-based resource requirements planning or analysis
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q50/00Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
    • G06Q50/06Energy or water supply
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F2113/00Details relating to the application field
    • G06F2113/08Fluids
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F2113/00Details relating to the application field
    • G06F2113/14Pipes
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F2119/00Details relating to the type or aim of the analysis or the optimisation
    • G06F2119/14Force analysis or force optimisation, e.g. static or dynamic forces

Landscapes

  • Engineering & Computer Science (AREA)
  • Business, Economics & Management (AREA)
  • Physics & Mathematics (AREA)
  • Human Resources & Organizations (AREA)
  • Theoretical Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Economics (AREA)
  • Strategic Management (AREA)
  • Geometry (AREA)
  • Entrepreneurship & Innovation (AREA)
  • Computer Hardware Design (AREA)
  • Tourism & Hospitality (AREA)
  • Marketing (AREA)
  • General Business, Economics & Management (AREA)
  • Development Economics (AREA)
  • Operations Research (AREA)
  • Quality & Reliability (AREA)
  • General Engineering & Computer Science (AREA)
  • Game Theory and Decision Science (AREA)
  • Mathematical Analysis (AREA)
  • Mathematical Optimization (AREA)
  • Pure & Applied Mathematics (AREA)
  • Evolutionary Computation (AREA)
  • Educational Administration (AREA)
  • Health & Medical Sciences (AREA)
  • Computational Mathematics (AREA)
  • Primary Health Care (AREA)
  • Algebra (AREA)
  • Computing Systems (AREA)
  • Fluid Mechanics (AREA)
  • Mathematical Physics (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • General Health & Medical Sciences (AREA)
  • Water Supply & Treatment (AREA)
  • Public Health (AREA)
  • Computer Networks & Wireless Communication (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)

Abstract

The invention discloses a water treatment system model training method, an operation method, a system, equipment and a medium. The water treatment system model training method comprises the following steps: acquiring historical operating data of the water treatment system; inputting first historical operation data and a preset period of the water treatment system at a first preset time into a water treatment system model for simulation to obtain predicted operation data corresponding to a second preset time; the second preset time is determined according to the first preset time and the preset period; determining an error value of the water treatment system model according to the predicted operation data and second historical operation data of the second preset time; and adjusting parameters of the water treatment system model until the error value is within a preset precision range to obtain the optimized water treatment system model. The method improves the simulation precision of the water treatment system model, reduces the risk caused by human errors, and improves the operation efficiency of the water treatment system.

Description

Water treatment system model training method, operation method, system, equipment and medium
Technical Field
The invention relates to the technical field of system simulation, in particular to a water treatment system model training method, an operation method, a system, equipment and a medium.
Background
Water purification plants are an important segment of municipal water supply systems. The complete water purification process of the water purification plant starts from taking water from natural water, and finally supplying the water to users through urban pipe networks after water purification processes such as coagulation, precipitation, filtration and the like. Water treatment plants usually comprise treatment units with different functions and pipelines, water pumps and valves between the units, and the instantaneous water inflow and instantaneous water outflow of each treatment unit can be regulated by the upstream water pumps and valves. In order to ensure the water quality purification effect, the treatment capacity of the treatment unit needs to be kept basically stable, but the actual water consumption of a user is continuously changed, so that the operation of the treatment unit at a high water level is ensured as much as possible. Because different treatment units exist in a water purification plant, the treatment units have different regulation and storage capacities, special requirements such as sludge discharge and backwashing exist, and complex conditions such as working condition change of a water supply pump exist, the water purification plant can operate efficiently and in an energy-saving manner, and field management personnel are often required to coordinate and control the operation of each treatment unit and the water pump according to experience.
Disclosure of Invention
The invention provides a water treatment system model training method, an operation method, a system, equipment and a medium, aiming at overcoming the defect that the normal operation of a water treatment system can be ensured only by coordinating and controlling the operation of the water treatment system by field management personnel according to experience in the prior art.
The invention solves the technical problems through the following technical scheme:
the invention provides a water treatment system model training method, which comprises the following steps:
obtaining historical operating data of the water treatment system,
inputting first historical operation data and a preset period of the water treatment system at a first preset time into a water treatment system model for simulation to obtain predicted operation data corresponding to a second preset time;
the second preset time is determined according to the first preset time and the preset period;
determining an error value of the water treatment system model according to the predicted operation data and second historical operation data of the second preset time;
and adjusting parameters of the water treatment system model until the error value is within a preset precision range to obtain the optimized water treatment system model.
Preferably, the water treatment system comprises a treatment structure, a pipeline, a valve and a water pump;
before the step of inputting the first historical operation data and the preset period of the water treatment system at the first preset time into the water treatment system model for simulation, the water treatment system model training method further comprises the following steps:
establishing a processing construction model and a pipeline model by using a hydraulics calculation formula according to the parameters of the processing construction and the pipeline;
establishing a water pump model according to a flow-lift curve of the water pump;
establishing a valve model according to a relationship curve of the head loss coefficient and the opening degree of the valve;
and combining the treatment building model, the pipeline model, the valve model and the water pump model to obtain the water treatment system model.
Preferably, the operational data includes a water inflow of the treatment structure, a water level of the treatment structure, a water outflow of the treatment structure, an opening degree of the valve, and a power of the water pump.
The invention also provides a water treatment system operation method, which comprises the following steps:
acquiring operation data of the water treatment system at a third preset time;
inputting the running data of the third preset time and the preset time period into the optimized water treatment system model obtained by the water treatment system model training method to obtain running data of a fourth preset time;
the fourth preset time is determined according to the third preset time and the preset time period;
and if the running data of the fourth preset time exceeds a preset running range, adjusting the running data of the third preset time, and inputting the adjusted running data of the third preset time and a preset time period into the optimized water treatment system model until the running data of the fourth preset time is in the running range.
The invention also provides a water treatment system model training system, which comprises:
a data acquisition module for acquiring historical operating data of the water treatment system,
the simulation prediction module is used for inputting first historical operation data and a preset period of the water treatment system at first preset time into a water treatment system model for simulation to obtain predicted operation data corresponding to second preset time;
the second preset time is determined according to the first preset time and the preset period;
an error determination module for determining an error value of the water treatment system model based on the predicted operational data and second historical operational data for the second preset time;
and the parameter adjusting module is used for adjusting the parameters of the water treatment system model until the error value is within a preset precision range so as to obtain the optimized water treatment system model.
Preferably, the water treatment system comprises a treatment structure, a pipeline, a valve and a water pump;
the water treatment system model training system further comprises:
the model building module is used for building a processing building model and a pipeline model by using a hydraulics calculation formula according to the processing building and the parameters of the pipeline;
the model building module is also used for building a water pump model according to the flow-lift curve of the water pump;
the model establishing module is also used for establishing a valve model according to a relationship curve of the head loss coefficient and the opening degree of the valve;
the model building module is also used for combining the treatment building model, the pipeline model, the valve model and the water pump model to obtain the water treatment system model.
Preferably, the operation data includes a water inlet quantity constructed by the treatment, a water level constructed by the treatment, a water outlet quantity constructed by the treatment, an opening degree of the valve and power of the water pump.
The present invention also provides a water treatment system operating system, comprising:
the operation data acquisition module is used for acquiring operation data of the water treatment system at a third preset time;
the operation data prediction module is used for inputting the operation data of the third preset time and a preset time period into the optimized water treatment system model obtained by the water treatment system model training system to obtain operation data of a fourth preset time;
the fourth preset time is determined according to the third preset time and the preset time period;
and the operation data adjusting module is used for adjusting the operation data of the third preset time and calling the operation data predicting module to input the adjusted operation data of the third preset time and a preset time period into the optimized water treatment system model if the operation data of the fourth preset time exceeds a preset operation range until the operation data of the fourth preset time is in the operation range.
The invention also provides an electronic device comprising a memory, a processor and a computer program stored on the memory and executable on the processor, wherein the processor implements the water treatment system model training method and/or the water treatment system operation method when executing the computer program.
The present invention also provides a computer-readable storage medium having stored thereon a computer program which, when executed by a processor, implements a water treatment system model training method as described above and/or a water treatment system operating method as described above.
The positive progress effects of the invention are as follows:
the invention realizes the modeling of the water treatment system by inputting the historical operating data of the water treatment system into the water treatment system model for simulation and comparing the obtained predicted operating data with the corresponding historical operating data to adjust the model parameters, thereby improving the simulation precision of the water treatment system model, reducing the risk brought by human errors and improving the operating efficiency of the water treatment system by applying the water treatment system model to the operation and control of the water treatment system.
Drawings
Fig. 1 is a flowchart of a water treatment system model training method according to embodiment 1 of the present invention.
Fig. 2 is a flowchart of a water treatment system model training method according to embodiment 2 of the present invention.
Fig. 3 is a flowchart of a method of operating a water treatment system according to embodiment 3 of the present invention.
Fig. 4 is a block diagram of a water treatment system model training system according to embodiment 4 of the present invention.
Fig. 5 is a block diagram showing a water treatment system model training system according to embodiment 5 of the present invention.
Fig. 6 is a block diagram showing the configuration of a water treatment system operation system according to embodiment 6 of the present invention.
Fig. 7 is a schematic diagram of a hardware structure of an electronic device according to embodiment 7 of the present invention.
Detailed Description
The invention is further illustrated by the following examples, which are not intended to limit the scope of the invention.
Example 1
As shown in fig. 1, the present embodiment provides a water treatment system model training method, which includes:
s101, acquiring historical operating data of a water treatment system;
s102, inputting first historical operation data and a preset period of the water treatment system at first preset time into a water treatment system model for simulation to obtain predicted operation data corresponding to second preset time;
the second preset time is determined according to the first preset time and the preset period.
Specifically, the historical operation data of the water treatment system comprises first operation data of the water treatment system at a first preset time and second operation data of the water treatment system at a second preset time after at least one time period; in order to improve the training effect of the water treatment system model, the operation data after a plurality of time periods can be obtained and compared with the corresponding prediction data of the water treatment system model.
S103, determining an error value of the water treatment system model according to the predicted operation data and second historical operation data of second preset time;
s104, judging whether the error value is within a preset precision range, and if not, continuing to step S1041; if yes, go to step S1042;
s1041, adjusting parameters of the water treatment system model, and then returning to the step S102 to simulate the water treatment system model based on the adjusted parameters.
And S10402, obtaining the optimized water treatment system model.
If the error value of the water treatment system model is within the preset allowed precision range, the precision of the water treatment system model is higher, and the water treatment system model can be used for predicting the operation of the water treatment system. Otherwise, adjusting the parameters of the water treatment system model by combining a manual searching mode and an optimization algorithm searching mode until the water treatment system model meets the precision requirement.
According to the water treatment system model training method, historical operation data of the water treatment system are input into the water treatment system model for simulation, and the obtained predicted operation data are compared with the corresponding historical operation data to adjust model parameters, so that modeling of the water treatment system is achieved, simulation precision of the water treatment system model is improved, risks caused by human errors are reduced by applying the water treatment system model to operation and control of the water treatment system, and operation efficiency of the water treatment system is improved.
Example 2
As shown in fig. 2, the water treatment system model training method of the present embodiment is a further improvement of embodiment 1, specifically:
the water treatment system comprises a treatment structure, a pipeline, a valve and a water pump; a typical water treatment system in a water treatment plant includes treatment structures, typically including flocculation and sedimentation units, filtration treatment units, clean water tanks, and water pumping houses, and piping and valves communicating between the treatment structures; the instantaneous water inflow and the instantaneous water outflow of each treatment unit can be adjusted by adjusting the upstream raw water pump and the valve. The treatment structure has the regulation and storage capacity, the flocculation precipitation unit has the special requirement of sludge discharge, and the filtration treatment unit has the special requirement of back flush wastewater.
Before step S102, the water treatment system model training method further includes:
s201, establishing a processing construction model and a pipeline model by using a hydraulics calculation formula according to parameters of the processing construction and the pipeline;
the calculation formula of the pipeline according to the hydraulics theory is as follows:
Q I +Q O =0
H I =H O -h f
Figure BDA0003140415120000061
Figure BDA0003140415120000062
Figure BDA0003140415120000071
the meaning of each parameter is as follows:
Figure BDA0003140415120000072
the processing and construction take a clean water tank as an example, and the hydraulic model formula of the clean water tank is as follows:
Figure BDA0003140415120000073
H I =H O =H t
s.t.H t ≥H L
H t ≥H y :
Figure BDA0003140415120000074
the meaning of each parameter is as follows:
Figure BDA0003140415120000075
s202, establishing a water pump model according to a flow-lift curve of the water pump;
in actual operation, a water pump of the water pump room works on a working condition point of a curve, and the actual working lift is determined by the water level of the clean water tank, the pressure of a pump opening and the head loss; if the water pump adopts a variable frequency speed regulating device, a device supplier provides flow-lift curves under different frequencies.
S203, establishing a valve model according to a relationship curve of the head loss coefficient and the opening degree of the valve;
and S204, combining the treatment building model, the pipeline model, the valve model and the water pump model to obtain a water treatment system model.
The operation data comprises the water inflow constructed by treatment, the water level constructed by treatment, the water outlet constructed by treatment, the opening degree of a valve and the power of a water pump.
The water treatment system model of the present embodiment is a simulation system based on the modeica modeling language, but the establishment of the water treatment system model is not limited to the use of the modeica modeling language.
The water treatment system model training method of the embodiment realizes modeling of the water treatment system by utilizing parameters and physical formulas of treatment structures, pipelines, valves and water pumps, improves simulation precision of the water treatment system model, reduces risks caused by human errors by applying the water treatment system model to operation and control of the water treatment system, and improves operation efficiency of the water treatment system.
Example 3
As shown in fig. 3, the present embodiment provides a method for operating a water treatment system, including:
s301, acquiring operation data of the water treatment system at a third preset time;
specifically, at present, a water demand prediction technology based on data analysis in a short time is mature, and the change of the water inflow or the water outflow of the water treatment system in a short time in the future can be obtained by using the water demand prediction technology. For example, in actual production, when the upstream inflow or outflow of the water treatment system is predicted to change, the operating water level and the inflow or outflow of the clean water tank after a certain period of time can be estimated.
S302, inputting the running data of the third preset time and the preset time period into the optimized water treatment system model obtained by the water treatment system model training method of the embodiment 1 or the embodiment 2 to obtain the running data of the fourth preset time;
the fourth preset time is determined according to the third preset time and the preset time period;
s303, judging whether the operation data of the fourth preset time exceeds a preset operation range, if not, executing a step S304, and if so, executing a step S305;
s304, adjusting the running data of the third preset time, then returning to the step S302, and inputting the adjusted running data of the third preset time into the water treatment system model;
and S305, adjusting the operation mode of the water treatment system according to the adjusted operation data of the third preset time.
Specifically, the water treatment system should be ensured to be operated at a high water level as much as possible, the occurrence of overflow working conditions is avoided as much as possible, and the water level constructed by the water treatment system should be kept within a preset operation range. And adjusting the operation mode of the water treatment system according to the adjusted operation data of the third preset time, and ensuring that the water level constructed by treatment is kept in a preset operation range.
According to the water treatment system operation method, the optimized water treatment system model is used for predicting the future operation data of the water treatment system, the operation mode of the water treatment system is adjusted according to the prediction result, the water level constructed by treatment is ensured to be kept at a high water level, the overflow working condition is avoided, the risk caused by human errors is reduced, and the operation efficiency of the water treatment system is improved.
Example 4
As shown in fig. 4, the present embodiment provides a water treatment system model training system, which includes:
a data acquisition module 1, wherein the data acquisition module 1 is used for acquiring historical operating data of the water treatment system,
the simulation prediction module 2 is used for inputting first historical operation data and a preset period of the water treatment system at a first preset time into a water treatment system model for simulation to obtain predicted operation data corresponding to a second preset time;
the second preset time is determined according to the first preset time and the preset period;
specifically, the historical operation data of the water treatment system comprises first operation data of the water treatment system at a first preset time and second operation data of the water treatment system at a second preset time after at least one time period; in order to improve the training effect of the water treatment system model, the operation data after a plurality of time periods can be obtained and compared with the corresponding prediction data of the water treatment system model.
The error determining module 3 is used for determining an error value of the water treatment system model according to the predicted operation data and second historical operation data of second preset time;
and the parameter adjusting module 4 is used for adjusting the parameters of the water treatment system model until the error value is within a preset precision range so as to obtain the optimized water treatment system model.
If the error value of the water treatment system model is within the preset allowed accuracy range, the accuracy of the water treatment system model is high, and the water treatment system model can be used for predicting the operation of the water treatment system. Otherwise, adjusting the parameters of the water treatment system model by combining a manual searching mode and an optimization algorithm searching mode until the water treatment system model meets the precision requirement.
The water treatment system model training system of the embodiment inputs historical operation data of the water treatment system into the water treatment system model for simulation, and compares the obtained predicted operation data with corresponding historical operation data to adjust model parameters, so that modeling of the water treatment system is realized, simulation precision of the water treatment system model is improved, risks caused by human errors are reduced by applying the water treatment system model to operation and control of the water treatment system, and operation efficiency of the water treatment system is improved.
Example 5
As shown in fig. 5, the water treatment system model training system of this embodiment is a further improvement of embodiment 4, specifically:
the water treatment system comprises a treatment structure, a pipeline, a valve and a water pump; a typical water treatment system in a water treatment plant includes treatment structures, typically including flocculation and sedimentation units, filtration treatment units, clean water tanks, and water pumping houses, and piping and valves communicating between the treatment structures; the instantaneous water inflow and the instantaneous water outflow of each treatment unit can be adjusted by adjusting the upstream raw water pump and the valve. The treatment structure has the regulation and storage capacity, the flocculation precipitation unit has the special requirement of sludge discharge, and the filtration treatment unit has the special requirement of backwashing wastewater.
The water treatment system model training system further comprises:
the model building module 5 is used for building a processing construction model and a pipeline model by using a hydraulics calculation formula according to the parameters of the processing construction and the pipeline;
the calculation formula of the pipeline according to the hydraulics theory is as follows:
Q I +Q O =0
H I =H O -h f
Figure BDA0003140415120000101
Figure BDA0003140415120000111
Figure BDA0003140415120000112
the meaning of each parameter is as follows:
Figure BDA0003140415120000113
the processing and construction are carried out by taking a clean water pool as an example, and the hydraulic model formula of the clean water pool is as follows:
Figure BDA0003140415120000114
H I =H O =H t
s.t.H t ≥H L
H t ≥H y :
Figure BDA0003140415120000115
the meaning of each parameter is as follows:
Figure BDA0003140415120000116
the model building module 5 is also used for building a water pump model according to a flow-lift curve of the water pump;
in actual operation, a water pump of the water pump delivery room works on a working condition point of a curve, and the actual working lift is determined by the water level of the clean water tank, the pressure of a pump opening and the head loss; if the water pump adopts a variable frequency speed regulating device, a device supplier provides flow-lift curves under different frequencies.
The model establishing module 5 is also used for establishing a valve model according to a head loss coefficient-opening degree relation curve of the valve;
the model building module 5 is also used for carrying out combined processing on the building model, the pipeline model, the valve model and the water pump model to obtain a water treatment system model.
The operation data comprises the water inflow constructed by treatment, the water level constructed by treatment, the water outlet constructed by treatment, the opening degree of a valve and the power of a water pump.
The water treatment system model of the present embodiment is a simulation system based on the Modelica modeling language, but the establishment of the water treatment system model is not limited to the use of the Modelica modeling language.
The water treatment system model training system of the embodiment realizes the modeling of the water treatment system by utilizing the parameters and the physical formulas of the treatment structure, the pipeline, the valve and the water pump, improves the simulation precision of the water treatment system model, reduces the risk caused by human errors by applying the water treatment system model to the operation and control of the water treatment system, and improves the operation efficiency of the water treatment system.
Example 6
As shown in fig. 6, the present embodiment provides a water treatment system operating system including:
the operation data acquisition module 6 is used for acquiring the operation data of the water treatment system at a third preset time;
specifically, at present, a water demand prediction technology based on data analysis in a short time is mature, and the change of the water inflow or the water outflow of the water treatment system in a short time in the future can be acquired by using the water demand prediction technology. For example, in actual production, when the upstream inflow or outflow of the water treatment system is predicted to change, the operating water level and the inflow or outflow of the clean water tank after a certain period of time can be estimated.
The operation data prediction module 7 is configured to input the operation data at the third preset time and the preset time period into the optimized water treatment system model obtained by using the water treatment system model training system of embodiment 4 or embodiment 5, so as to obtain operation data at a fourth preset time;
the fourth preset time is determined according to the third preset time and the preset time period;
and the operation data adjusting module 8 is used for adjusting the operation data of the third preset time and calling the operation data predicting module to input the adjusted operation data of the third preset time and the preset time period into the optimized water treatment system model if the operation data of the fourth preset time exceeds the preset operation range until the operation data of the fourth preset time is in the operation range.
Specifically, the water treatment system should be ensured to be operated at a high water level as much as possible, the occurrence of overflow working conditions is avoided as much as possible, and the water level of the water treatment system should be kept within a preset operation range. And adjusting the operation mode of the water treatment system according to the adjusted operation data of the third preset time, and ensuring that the water level constructed by treatment is kept in a preset operation range.
The water treatment system operation system of the embodiment predicts the future operation data of the water treatment system by using the optimized water treatment system model, adjusts the operation mode of the water treatment system according to the prediction result, ensures that the water level constructed by treatment is kept at a high water level, avoids the occurrence of an overflow working condition, reduces the risk brought by human errors, and improves the operation efficiency of the water treatment system.
Example 7
Fig. 7 is a schematic structural diagram of an electronic device according to embodiment 7 of the present invention. The electronic device comprises a memory, a processor and a computer program stored on the memory and capable of running on the processor, wherein the processor executes the program to realize the water treatment system model training method of embodiment 1 and embodiment 2 or the water treatment system running method of embodiment 3. The electronic device 30 shown in fig. 7 is only an example, and should not bring any limitation to the functions and the scope of use of the embodiment of the present invention.
As shown in fig. 7, the electronic device 30 may be embodied in the form of a general purpose computing device, which may be, for example, a server device. The components of the electronic device 30 may include, but are not limited to: the at least one processor 31, the at least one memory 32, and a bus 33 connecting the various system components (including the memory 32 and the processor 31).
The bus 33 includes a data bus, an address bus, and a control bus.
The memory 32 may include volatile memory, such as Random Access Memory (RAM) 321 and/or cache memory 322, and may further include Read Only Memory (ROM) 323.
Memory 32 may also include a program/utility 325 having a set (at least one) of program modules 324, such program modules 324 including, but not limited to: an operating system, one or more application programs, other program modules, and program data, each of which or some combination thereof may comprise an implementation of a network environment.
The processor 31 executes various functional applications and data processing, such as the model training method of embodiment 1 of the present invention or the spam recognition method of embodiment 2, by running a computer program stored in the memory 32.
The electronic device 30 may also communicate with one or more external devices 34 (e.g., keyboard, pointing device, etc.). Such communication may be through input/output (I/O) interfaces 35. Also, model-generating device 30 may also communicate with one or more networks (e.g., a Local Area Network (LAN), a Wide Area Network (WAN), and/or a public network, such as the Internet) via network adapter 36. As shown, network adapter 36 communicates with the other modules of model-generating device 30 via bus 33. It should be understood that although not shown in the figures, other hardware and/or software modules may be used in conjunction with the model-generating device 30, including but not limited to: microcode, device drivers, redundant processors, external disk drive arrays, RAID (disk array) systems, tape drives, and data backup storage systems, etc.
It should be noted that although in the above detailed description several units/modules or sub-units/modules of the electronic device are mentioned, such a division is merely exemplary and not mandatory. Indeed, the features and functionality of two or more of the units/modules described above may be embodied in one unit/module according to embodiments of the invention. Conversely, the features and functions of one unit/module described above may be further divided into embodiments by a plurality of units/modules.
Example 8
The present embodiment provides a computer-readable storage medium on which a computer program is stored, the program, when executed by a processor, implementing the steps of the water treatment system model training method of embodiment 1, embodiment 2, or the water treatment system operating method of embodiment 3.
More specific examples, among others, that the readable storage medium may employ may include, but are not limited to: a portable disk, hard disk, random access memory, read only memory, erasable programmable read only memory, optical storage device, magnetic storage device, or any suitable combination of the foregoing.
In a possible implementation, the invention can also be implemented in the form of a program product comprising program code for causing a terminal device to perform the steps of implementing the water treatment system model training method of example 1, example 2 or the water treatment system operating method of example 3, when the program product is run on the terminal device.
Where program code for carrying out the invention is written in any combination of one or more programming languages, the program code may be executed entirely on the user device, partly on the user device, as a stand-alone software package, partly on the user device, partly on a remote device or entirely on the remote device.
While specific embodiments of the invention have been described above, it will be understood by those skilled in the art that this is by way of example only, and that the scope of the invention is defined by the appended claims. Various changes or modifications to these embodiments may be made by those skilled in the art without departing from the principle and spirit of this invention, and these changes and modifications are within the scope of this invention.

Claims (8)

1. A water treatment system model training method, comprising:
acquiring historical operation data of the water treatment system, wherein the water treatment system comprises a treatment structure, a pipeline, a valve and a water pump;
according to the parameters of the treatment structure and the pipeline, a hydraulic calculation formula is utilized to establish a treatment structure model and a pipeline model, a water pump model is established according to a flow-lift curve of the water pump, a valve model is established according to a head loss coefficient-opening degree relation curve of the valve, and the treatment structure model, the pipeline model, the valve model and the water pump model are combined to obtain the water treatment system model;
inputting first historical operation data and a preset period of the water treatment system at a first preset time into a water treatment system model for simulation to obtain predicted operation data corresponding to a second preset time;
the second preset time is determined according to the first preset time and the preset period;
determining an error value of the water treatment system model according to the predicted operation data and second historical operation data of the second preset time; adjusting parameters of the water treatment system model until the error value is within a preset precision range to obtain an optimized water treatment system model;
wherein the pipeline model is established using the following hydraulic calculation formula:
Figure DEST_PATH_IMAGE002
Figure DEST_PATH_IMAGE004
Figure DEST_PATH_IMAGE006
Figure DEST_PATH_IMAGE008
Figure DEST_PATH_IMAGE010
Figure DEST_PATH_IMAGE012
the water inflow constructed for the treatment,
Figure DEST_PATH_IMAGE014
the water output constructed for the treatment,
Figure DEST_PATH_IMAGE016
is the water level, and is the water level,
Figure DEST_PATH_IMAGE018
to follow the wayThe loss of the head of water,
Figure DEST_PATH_IMAGE020
in order to be the flow rate of the gas,
Figure DEST_PATH_IMAGE022
is the cross-sectional area of the pipeline,
Figure DEST_PATH_IMAGE024
is a pipe diameter,
Figure DEST_PATH_IMAGE026
in order to be a flow velocity coefficient,
Figure DEST_PATH_IMAGE028
is the hydraulic radius, l is the length of the pipeline;
establishing the processing and constructing model by using the following hydraulic calculation formula:
Figure DEST_PATH_IMAGE030
Figure DEST_PATH_IMAGE032
Figure DEST_PATH_IMAGE034
Figure DEST_PATH_IMAGE036
Figure DEST_PATH_IMAGE038
Figure DEST_PATH_IMAGE040
is overflow waterThe amount of the compound (A) is,
Figure DEST_PATH_IMAGE042
a water level is built for the treatment,
Figure DEST_PATH_IMAGE044
is the lowest water level and is the water level of the water pump,
Figure DEST_PATH_IMAGE046
the height of the overflow weir crest is the height of the overflow weir crest,
Figure DEST_PATH_IMAGE048
in order to be the flow coefficient,
Figure DEST_PATH_IMAGE050
is the weir width, g is the gravitational acceleration, and t is the time.
2. The water treatment system model training method of claim 1, wherein the operational data comprises a water inlet of the treatment configuration, a water level of the treatment configuration, a water outlet of the treatment configuration, an opening of the valve, and a power of the water pump.
3. A method of operating a water treatment system, the method comprising:
acquiring operation data of the water treatment system at a third preset time;
inputting the third preset time of operation data and a preset time period into the optimized water treatment system model obtained by the water treatment system model training method according to claim 1 or 2 to obtain fourth preset time of operation data;
the fourth preset time is determined according to the third preset time and the preset time period;
and if the operation data of the fourth preset time exceeds a preset operation range, adjusting the operation data of the third preset time and inputting the adjusted operation data of the third preset time and a preset time period into the optimized water treatment system model until the operation data of the fourth preset time is in the operation range.
4. A water treatment system model training system, comprising:
the data acquisition module is used for acquiring historical operating data of the water treatment system, wherein the water treatment system comprises a treatment structure, a pipeline, a valve and a water pump;
the module establishing module is used for establishing a treatment construction model and a pipeline model by using a hydraulics calculation formula according to the parameters of the treatment construction and the pipeline, establishing a water pump model according to a flow-lift curve of the water pump, establishing a valve model according to a head loss coefficient-opening degree relation curve of the valve, and combining the treatment construction model, the pipeline model, the valve model and the water pump model to obtain the water treatment system model;
the simulation prediction module is used for inputting first historical operation data and a preset period of the water treatment system at first preset time into a water treatment system model for simulation to obtain predicted operation data corresponding to second preset time;
the second preset time is determined according to the first preset time and the preset period;
an error determination module for determining an error value of the water treatment system model based on the predicted operation data and second historical operation data for the second predetermined time;
the parameter adjusting module is used for adjusting the parameters of the water treatment system model until the error value is within a preset precision range so as to obtain an optimized water treatment system model;
wherein the module building module is used for building the pipeline model by using the following hydraulic calculation formula:
Figure 361126DEST_PATH_IMAGE002
Figure 668480DEST_PATH_IMAGE004
Figure 74315DEST_PATH_IMAGE006
Figure 859738DEST_PATH_IMAGE008
Figure 34629DEST_PATH_IMAGE010
the water inflow constructed for the treatment,
Figure 716146DEST_PATH_IMAGE014
the water output constructed for the treatment,
Figure 874857DEST_PATH_IMAGE018
in order to achieve the on-the-way head loss,
Figure 463971DEST_PATH_IMAGE020
in order to be the flow rate of the gas,
Figure 493369DEST_PATH_IMAGE022
is the sectional area of the pipeline,
Figure 611366DEST_PATH_IMAGE024
is a pipe diameter,
Figure 522953DEST_PATH_IMAGE026
in order to be a flow velocity coefficient,
Figure 384598DEST_PATH_IMAGE028
is the hydraulic radius, l is the length of the pipeline;
the module building module is used for building the processing building model by using the following hydraulic calculation formula:
Figure 534082DEST_PATH_IMAGE030
Figure 822981DEST_PATH_IMAGE032
Figure 413407DEST_PATH_IMAGE034
Figure 547585DEST_PATH_IMAGE036
Figure 659898DEST_PATH_IMAGE038
Figure DEST_PATH_IMAGE052
the amount of the overflow water is the amount of the overflow water,
Figure DEST_PATH_IMAGE054
a water level is built for the treatment,
Figure DEST_PATH_IMAGE056
is the lowest water level and is the water level of the water pump,
Figure DEST_PATH_IMAGE058
is the height of an overflow weir crest,
Figure DEST_PATH_IMAGE060
in order to be the flow coefficient,
Figure DEST_PATH_IMAGE062
is the weir width, g is the gravitational acceleration, and t is the time.
5. The water treatment system model training system of claim 4 wherein the operational data comprises a water inlet of the treatment configuration, a water level of the treatment configuration, a water outlet of the treatment configuration, an opening of the valve, and a power of the water pump.
6. A water treatment system operating system, comprising:
the operation data acquisition module is used for acquiring operation data of the water treatment system at a third preset time;
an operation data prediction module, configured to input the operation data at the third preset time and a preset time period into an optimized water treatment system model obtained by using the water treatment system model training system according to claim 4 or 5, so as to obtain operation data at a fourth preset time;
the fourth preset time is determined according to the third preset time and the preset time period;
and the operation data adjusting module is used for adjusting the operation data of the third preset time and calling the operation data predicting module to input the adjusted operation data of the third preset time and a preset time period into the optimized water treatment system model if the operation data of the fourth preset time exceeds a preset operation range until the operation data of the fourth preset time is in the operation range.
7. An electronic device comprising a memory, a processor and a computer program stored on the memory and executable on the processor, wherein the processor implements the water treatment system model training method of claim 1 or 2 and/or the water treatment system operation method of claim 3 when executing the computer program.
8. A computer-readable storage medium, on which a computer program is stored, which, when being executed by a processor, carries out the water treatment system model training method of claim 1 or 2 and/or the water treatment system operating method of claim 3.
CN202110732888.8A 2021-06-30 2021-06-30 Water treatment system model training method, operation method, system, equipment and medium Active CN113486606B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110732888.8A CN113486606B (en) 2021-06-30 2021-06-30 Water treatment system model training method, operation method, system, equipment and medium

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110732888.8A CN113486606B (en) 2021-06-30 2021-06-30 Water treatment system model training method, operation method, system, equipment and medium

Publications (2)

Publication Number Publication Date
CN113486606A CN113486606A (en) 2021-10-08
CN113486606B true CN113486606B (en) 2023-01-20

Family

ID=77936790

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110732888.8A Active CN113486606B (en) 2021-06-30 2021-06-30 Water treatment system model training method, operation method, system, equipment and medium

Country Status (1)

Country Link
CN (1) CN113486606B (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110092507A (en) * 2019-05-30 2019-08-06 中国水利水电科学研究院 A kind of method and device of Industrial Wastewater Treatment
CN112381336A (en) * 2020-12-11 2021-02-19 中国民航科学技术研究院 Flight delay duration prediction method and system
CN112631221A (en) * 2020-12-16 2021-04-09 四川绿水环保工程有限公司 Sewage treatment remote monitoring system and method thereof
CN112989538A (en) * 2021-03-30 2021-06-18 清华大学 Control method and control device for urban drainage system

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111832790A (en) * 2019-10-28 2020-10-27 吉林建筑大学 Method and system for predicting medium and long-term water demand of water supply pipe network

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110092507A (en) * 2019-05-30 2019-08-06 中国水利水电科学研究院 A kind of method and device of Industrial Wastewater Treatment
CN112381336A (en) * 2020-12-11 2021-02-19 中国民航科学技术研究院 Flight delay duration prediction method and system
CN112631221A (en) * 2020-12-16 2021-04-09 四川绿水环保工程有限公司 Sewage treatment remote monitoring system and method thereof
CN112989538A (en) * 2021-03-30 2021-06-18 清华大学 Control method and control device for urban drainage system

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
在城市给水系统优化调度中若干关键问题的研究;于庆江;《中国优秀博硕士学位论文全文数据库(硕士)工程科技Ⅱ辑》;20040415;第11-57页 *
管网压力控制模型与供水系统低碳实时调度;游庆元等;《城镇供水》;20190915;第35-51页 *

Also Published As

Publication number Publication date
CN113486606A (en) 2021-10-08

Similar Documents

Publication Publication Date Title
CN103744293A (en) Waste water treatment monitoring method and system based on fuzzy neural network
Yang et al. Optimal scheduling and control of a multi-pump boosting system
CN102183972B (en) Method for controlling water level of reservoir of urban drainage system
CN112408524B (en) High-load processing system, method, device and equipment for pipe network regulation and storage coupling water plant
JPH10143251A (en) Water distribution facility controller
CN105068567A (en) Water supply network regulation and storage method based on water tank
Gan et al. Application of intelligent methods in energy efficiency enhancement of pump system: A review
JP4841848B2 (en) Optimal pump operation method, information processing system, optimal pump operation program, optimal flow distribution method for multiple pumps
CN112431772A (en) Optimal dispatching operation method for flood prevention and drainage pump station group in polder region
CN113486606B (en) Water treatment system model training method, operation method, system, equipment and medium
Zhang et al. An optimal regulation method for parallel water-intake pump group of drinking water treatment process
CN111680429A (en) Water tank active storage adjusting method and system, electronic equipment and storage medium
CN114542442A (en) Water treatment lift pump scheduling control method and device, electronic equipment and medium
KR20060092660A (en) Automatic control device and method for wastewater treatment using fuzzy control
CN109782594B (en) Design method of safe water supply controller of water service system
CN114687715A (en) Method and device for controlling water injection system of oil field
CN114357664B (en) Modeling method and system for mathematical model of variable-frequency speed-regulating water pump
Feng et al. Water allocation network design concerning process disturbance
CN114240151A (en) Water production control method and device, electronic equipment and storage medium
CN108009307A (en) Sewage treatment plant's managerial experiences succession method
CN107783577A (en) Inlet pumping station perseverance liquid level multistage flow control system
CN104914897A (en) Continuous activated sludge process aeration control method and system
CN113589854B (en) Sewage station regulating tank sewage quantitative discharge control method and system
CN116167188B (en) Circulating water energy-saving data processing method and system
CN111753262B (en) Air conditioner cooling water system design method based on probability analysis

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
GR01 Patent grant
GR01 Patent grant