CN114458962A - Management method and system for partitioned metering DMA - Google Patents

Management method and system for partitioned metering DMA Download PDF

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Publication number
CN114458962A
CN114458962A CN202210077917.6A CN202210077917A CN114458962A CN 114458962 A CN114458962 A CN 114458962A CN 202210077917 A CN202210077917 A CN 202210077917A CN 114458962 A CN114458962 A CN 114458962A
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partition
valve
flow
flow meter
user
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CN202210077917.6A
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CN114458962B (en
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张赣
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Nanjing Huiran Measurement And Control Technology Co ltd
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Nanjing Huiran Measurement And Control Technology Co ltd
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17DPIPE-LINE SYSTEMS; PIPE-LINES
    • F17D1/00Pipe-line systems
    • F17D1/08Pipe-line systems for liquids or viscous products
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17DPIPE-LINE SYSTEMS; PIPE-LINES
    • F17D3/00Arrangements for supervising or controlling working operations
    • F17D3/01Arrangements for supervising or controlling working operations for controlling, signalling, or supervising the conveyance of a product
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17DPIPE-LINE SYSTEMS; PIPE-LINES
    • F17D3/00Arrangements for supervising or controlling working operations
    • F17D3/18Arrangements for supervising or controlling working operations for measuring the quantity of conveyed product
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17DPIPE-LINE SYSTEMS; PIPE-LINES
    • F17D5/00Protection or supervision of installations
    • F17D5/02Preventing, monitoring, or locating loss
    • F17D5/06Preventing, monitoring, or locating loss using electric or acoustic means
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06NCOMPUTING ARRANGEMENTS BASED ON SPECIFIC COMPUTATIONAL MODELS
    • G06N3/00Computing arrangements based on biological models
    • G06N3/12Computing arrangements based on biological models using genetic models
    • G06N3/126Evolutionary algorithms, e.g. genetic algorithms or genetic programming

Abstract

The application discloses a management method and a system for partitioned metering DMA, wherein the method comprises the following steps: obtaining a plurality of partitions obtained by partitioning a pipe network in a preset geographic area by using a preset algorithm; displaying a plurality of partitions on a display page; receiving at least one flow meter and at least one valve selected by a user from the first zone, and receiving movement instructions from the user; traversing the connection relationship of the at least one flow meter and the at least one valve in the upstream and downstream of the first partition, and determining a first flow meter and a first valve which have a direct flow relationship with the at least one flow meter and the at least one valve; the at least one flow meter and the at least one valve and the first flow meter and the first valve are moved to the second zone. Through the method and the device, the problem that partitions can not be flexibly adjusted after the partition of the pipe network is performed according to a preset algorithm in the prior art is solved, so that the partitions in the pipe network can be flexibly adjusted, and support is provided for better leakage detection.

Description

Management method and system for partitioned metering DMA
Technical Field
The application relates to the field of pipe network partition metering, in particular to a management method and a management system of partition metering DMA.
Background
Zone Metering (DMA) is defined as a separate, isolated zone in a water distribution system, typically by closing valves or installing flow meters to form a virtual or actual isolated zone. By metering the amount of water entering or exiting this region and quantifying the level of leakage through flow analysis, leak detection personnel can more accurately determine where and when it is more advantageous to detect leaks and perform active leakage control. Which is one of the most popular methods in the control of pipe network leakage in recent years abroad.
The partition is generally divided according to a predetermined algorithm, and after the partition is divided, the flow meter or the valve in the partition cannot be flexibly modified, which may cause inconvenience in use to some extent and may not be flexibly used for leakage detection.
Disclosure of Invention
The embodiment of the application provides a management method and a management system for partition metering DMA (direct memory access), which are used for at least solving the problem that partitions cannot be flexibly adjusted after a pipe network is partitioned according to a preset algorithm in the prior art.
According to an aspect of the present application, there is provided a management method for partitioned metering DMA, including: obtaining a plurality of subareas obtained by using a preset algorithm to divide a pipe network in a preset geographic area, wherein each subarea comprises a plurality of flow meters and a plurality of valves; displaying the plurality of sections on a display page, wherein the flow meters and valves in each section are displayed using preconfigured display symbols; receiving at least one flow meter and at least one valve selected by a user from a first zone, and receiving a movement instruction from the user, wherein the movement instruction is used for instructing to move the at least one flow meter and the at least one valve to a second zone; traversing the connection relationship between the at least one flow meter and the at least one valve in the upstream and downstream of the first partition, and determining a first flow meter and a first valve which have direct flow relationship with the at least one flow meter and the at least one valve, wherein the flow between the flow meters and/or the valves having direct flow relationship needs to be counted in one partition; moving the at least one flow meter and the at least one valve and the first flow meter and the first valve to the second zone.
Further, still include: preserving connections between all flow meters and all valves in the first and second partitions prior to moving the at least one flow meter and the at least one valve.
Further, still include: displaying the modification of the partition by the user; providing a recovery control after each of said modifications; and receiving the operation of the user on the recovery control, and recovering the partition to the partition before modification.
Further, receiving the at least one flow meter and the at least one valve selected by the user from the first partition comprises: receiving an area marked out in the first partition by the user; determining all flow meters and all valves included in the region selected by the user.
According to another aspect of the present application, there is also provided a management system for partitioned metering DMA, including: the system comprises an acquisition module, a storage module and a control module, wherein the acquisition module is used for acquiring a plurality of subareas obtained by using a preset algorithm to divide a pipe network in a preset geographic area, and each subarea comprises a plurality of flow meters and a plurality of valves; a display module for displaying the plurality of zones on a display page, wherein the flow meters and valves in each zone are displayed using preconfigured display symbols; the receiving module is used for receiving at least one flow meter and at least one valve selected from a first partition by a user and receiving a movement instruction from the user, wherein the movement instruction is used for instructing to move the at least one flow meter and the at least one valve to a second partition; the determining module is used for traversing the connection relationship between the at least one flow meter and the at least one valve in the upstream and downstream of the first partition, and determining a first flow meter and a first valve which have direct flow relationship with the at least one flow meter and the at least one valve, wherein the flow between the flow meters and/or the valves which have direct flow relationship needs to be counted in one partition; a movement module to move the at least one flow meter and the at least one valve and the first flow meter and the first valve to the second zone.
Further, still include: and the storage module is used for storing the connection relations between all the flow meters and all the valves in the first partition and the second partition before the at least one flow meter and the at least one valve are moved.
Further, still include: the recovery module is used for displaying the modification of the partition by the user; providing a recovery control after each of said modifications; and receiving the operation of the user on the recovery control, and recovering the partition to the partition before modification.
Further, the receiving module is configured to: receiving an area marked out in the first partition by the user; determining all flow meters and all valves included in the region selected by the user.
According to another aspect of the present application, there is also provided a memory for storing software for performing the above-described method.
According to another aspect of the application, there is also provided a processor for running software for performing the above method.
In the embodiment of the application, a plurality of subareas obtained by dividing a pipe network in a preset geographic area by using a preset algorithm are adopted, wherein each subarea comprises a plurality of flow meters and a plurality of valves; displaying the plurality of sections on a display page, wherein the flow meters and valves in each section are displayed using preconfigured display symbols; receiving at least one flow meter and at least one valve selected by a user from a first zone, and receiving a movement instruction from the user, wherein the movement instruction is used for instructing to move the at least one flow meter and the at least one valve to a second zone; traversing the connection relationship between the at least one flow meter and the at least one valve in the upstream and downstream of the first partition, and determining a first flow meter and a first valve which have direct flow relationship with the at least one flow meter and the at least one valve, wherein the flow between the flow meters and/or the valves having direct flow relationship needs to be counted in one partition; moving the at least one flow meter and the at least one valve and the first flow meter and the first valve to the second zone. Through the method and the device, the problem that partitions can not be flexibly adjusted after the partition of the pipe network is performed according to a preset algorithm in the prior art is solved, so that the partitions in the pipe network can be flexibly adjusted, and support is provided for better leakage detection.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, illustrate embodiments of the application and, together with the description, serve to explain the application and are not intended to limit the application. In the drawings:
fig. 1 is a flowchart of a management method of partition metering DMA according to an embodiment of the present application.
Detailed Description
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
It should be noted that the steps illustrated in the flowcharts of the figures may be performed in a computer system such as a set of computer-executable instructions and that, although a logical order is illustrated in the flowcharts, in some cases, the steps illustrated or described may be performed in an order different than presented herein.
In the present embodiment, the DMA partitions are divided in advance according to a specific algorithm, and the following description is given with reference to several examples.
For example: a water supply network auxiliary DMA partition method based on graph theory comprises the following steps: step 1, abstracting a pipe network into an undirected graph model consisting of two elements, namely pipe sections and nodes, wherein the connection relationship between the nodes and edges is a topological structure of the pipe network; step 2, determining the water supply area of each water source by using an undirected graph; step 3, generating a Palm Tree of an undirected graph in the water supply area of each water source by utilizing a depth-first search and a dual-communication component algorithm; step 4, dividing fine subareas in the water supply areas of the water sources according to the number of users and the number of subarea boundary points; and 5, abstracting the divided fine areas into point elements, constructing a new topological network model together with the water supply pipeline which does not form the subareas to obtain a simplified pipe network structure, increasing the number of users, and skipping to the step 3 until the independent subareas meeting the actual DMA scale requirement are divided.
For another example, a graph partitioning-based water supply network DMA automatic partitioning method includes the following steps: acquiring a water supply network hydraulic model and the total daily water supply amount; setting partition parameters; partitioning the water supply network hydraulic model by using a multi-stage recursive bisection algorithm according to the set partitioning parameters to obtain partitioning results and partitioning boundary pipe sections; and selecting the valve opening and closing of the partition boundary pipe section and installing and arranging the flow meter by using a genetic algorithm by taking the engineering cost of partition transformation as a target function and the fluctuation range of the pressure of the pipe network and the water age of the nodes as constraint conditions, thereby obtaining the valve opening and closing selection of the partition boundary pipe section and the installing and arranging scheme of the flow meter.
After partitioning a DMA partition, a management method of a partition metering DMA is provided in this embodiment, fig. 1 is a flowchart of the management method of the partition metering DMA according to an embodiment of the present application, and the steps shown in fig. 1 are explained below.
Step S102, obtaining a plurality of subareas obtained by using a preset algorithm to divide a pipe network in a preset geographic area, wherein each subarea comprises a plurality of flow meters and a plurality of valves;
step S104, displaying the plurality of subareas on a display page, wherein the flow meter and the valve in each subarea are displayed by using a preset display symbol;
step S106, receiving at least one flow meter and at least one valve selected from a first subarea by a user, and receiving a movement instruction from the user, wherein the movement instruction is used for instructing to move the at least one flow meter and the at least one valve to a second subarea;
for example, receiving an area demarcated by the user in the first partition; determining all flow meters and all valves included in the region selected by the user.
As an alternative embodiment, taking the plurality of partitions as an overall partition, obtaining the degrees of a flow meter (e.g., a smart water meter) in the overall partition, where the degrees are used to indicate the total flow into the overall partition; and acquiring the total flow of each partition, judging whether the total flow of the whole partition is equal to the total flow of each partition, and if not, displaying prompt information which is used for indicating the user to adjust the partitions. After the user performs partition adjustment, if the total flow of the whole partition is still unequal to the total flow of each partition, displaying second prompt information, wherein the second prompt information is used for indicating the user to perform leakage detection. The leak detection method is described in the following examples.
As another optional implementation, the identification information of the owner of each flow meter and valve of each partition is displayed, whether the flow meter and valve corresponding to the same identification information are located in different partitions is determined, if the flow meter and valve corresponding to the same identification information are located in different partitions, the flow meter and valve corresponding to the same identification information are highlighted, and prompt information for instructing the user to adjust the partitions is displayed.
Step S108, traversing the connection relation between the at least one flow meter and the at least one valve in the upstream and downstream of the first partition, and determining a first flow meter and a first valve which have direct flow relation with the at least one flow meter and the at least one valve, wherein the flow between the flow meters and/or valves having direct flow relation needs to be counted in one partition;
step S110, moving the at least one flow meter and the at least one valve and the first flow meter and the first valve to the second zone.
The method solves the problem that partitions cannot be flexibly adjusted after the pipe network is partitioned according to a preset algorithm in the prior art, so that the partitions in the pipe network can be flexibly adjusted, and support is provided for better leakage detection.
Optionally, the method further comprises: preserving connections between all flow meters and all valves in the first and second partitions prior to moving the at least one flow meter and the at least one valve.
As an alternative embodiment, the flow meters, valves, and topological relationships between the flow meters and valves included in each zone before each movement can be saved, and the topological relationships can be used to indicate the water supply lines connected between the flow meters and valves. Encrypting and compressing data (the data comprises a flow meter, a valve and a topological relation between the flow meter and the valve) in each partition in all partitions before moving by using identification information of the partition as a key to obtain a corresponding compressed packet, and generating unique identification information for each compressed packet, wherein the unique identification information comprises: and generating time and identification information of the partition, and storing the compressed packet of each partition.
As another optional implementation, the compressed packets of all partitions before moving are stored in the same folder, the folder is compressed to obtain first compressed packets corresponding to all partitions, the first compressed packets are stored, the compressed packets of all partitions before moving for the second time are subjected to the same processing to obtain second compressed packets, and so on to obtain the nth compressed packet. Allocating a unique identifier to each of the first to Nth compressed packets; carrying out Hash operation on a unique identifier of a first compressed packet and the content of the first compressed packet to obtain first verification information, carrying out Hash operation on a unique identifier of a second compressed packet, the content of the second compressed packet and the first verification information to obtain second verification information, and the like, carrying out Hash operation on the unique identifier of an Nth compressed packet, the content of the Nth compressed packet and the N-1 th verification information to obtain Nth verification information, and storing the first to Nth compressed packets and the verification information corresponding to each compressed packet. This approach of processing makes the information less susceptible to tampering.
In an embodiment, the recovering may further include: displaying the modification of the partition by the user; providing a recovery control after each of said modifications; and receiving the operation of the user on the recovery control, and recovering the partition to the partition before modification.
The technical solution in this embodiment may be applied to a platform, which may be referred to as a DMA partition metering and leakage analysis positioning monitoring big data platform, and includes: the system comprises a real-time monitoring module, a data analysis module and a system foundation module; the data analysis module and the basic module are connected with the real-time monitoring module; the real-time monitoring module is used for partitioning and monitoring the DMA of the urban water supply network in real time and sending the acquired big data to the data analysis module; the data analysis module is used for processing and analyzing the acquired big data; and the system basic module is used for setting and inquiring the system.
Wherein, the real-time monitoring module includes: the real-time map monitoring system comprises a real-time data monitoring unit and a real-time map monitoring unit; the real-time data monitoring unit is used for monitoring big data of the urban water supply network in real time; the real-time map monitoring unit is used for monitoring big data on a map in real time, wherein the big data comprises: instantaneous flow, forward flow, reverse flow, line pressure, and battery voltage. The big data further comprises: zone name, pipe diameter size, pipeline material and the like. Data such as the zone name, the pipe diameter, pipeline materials and the like are completed by system filing, and a hardware system provides real-time data: instantaneous flow, forward flow, reverse flow, line pressure, and battery voltage. The DMA partition metering and leakage analysis positioning monitoring big data platform is applied to town water supply pipes.
Wherein the data analysis module comprises: the system comprises a leakage arrangement unit, a leakage analysis unit, a flow analysis unit, a pressure analysis unit and an information query unit; the leakage scheduling unit is used for scheduling the leakage rate of the statistical data of different DMA partitions in a certain time period according to the statistical data; the leakage analysis unit comprises a night flow analysis subunit, a pressure flow analysis subunit and a pipe network leakage analysis subunit; the flow analysis unit is used for acquiring flow statistical data in the DMA subarea and drawing a flow analysis chart according to the flow statistical data; the pressure analysis unit is used for drawing a cylindrical area diagram according to the maximum value and the minimum value of the pressure in a certain fixed time period in the DMA region; and the information query unit is used for querying the historical data, the communication log and the alarm information of the DMA area. The leakage rate is calculated according to the following formula: the leakage rate = (water supply amount-effective water supply amount)/water supply amount = (water leakage amount/water supply amount) × 100%. After the DMA partition is selected, the leak rate of the area is displayed in the speed dashboard. The leakage function related calculation formula and definition are as follows: the yield-sales difference water = total water supply-effective water supply. Differential yield = differential yield/total water supply.
Definition of the nighttime minimum flow method: the minimum flow at night (night time period is generally 0 to 4, when the flow is minimum and the pipeline pressure is maximum) is an important index for evaluating the actual leakage level of the independent metering area. The night minimum flow method is used for analyzing night flow of an independent metering area and further evaluating the actual leakage condition of the area. There are two common nighttime minimum flow treatment methods, comparative: and comparing the minimum water supply quantity measured at night with the average daily water supply quantity, and if the ratio of the minimum night water supply quantity to the average daily water supply quantity exceeds a certain percentage point, determining that the regional pipe network is possibly abnormal. Empirical method: parameters are selected according to working experience, a water standard chart is drawn according to the parameters, and the actual water supply amount is compared with the water standard chart, so that whether the pipe network is abnormal or not can be obtained. The night flow analysis subunit is used for acquiring the minimum night flow and drawing a picture for analysis; the pressure and flow analysis subunit is used for drawing a pipe network pressure analysis chart according to the subareas and the time intervals selected by the user; and the pipe network leakage analysis subunit is used for acquiring the water inlet and outlet flow of the partition according to a DMA partition principle of the water supply pipe network, and acquiring the minimum night flow of the partition according to the calculated water inlet and outlet flow.
The system basic module comprises a parameter setting unit, a system setting unit and a log information unit; the parameter setting unit is used for inputting the data of the DMA into the system according to the field pipe network information; the system setting unit is used for setting the authority of the user; and the log information unit is used for recording log information of user login and sensitive operation in an intercepting and filtering mode.
After the DMA area division is performed, a leakage detection scheme is also provided in the present embodiment, in which leakage detection can be performed, which is described in detail below.
Dividing a water supply network into a plurality of DMAs according to the DMA partition principle of the urban pipe network (mainly according to the number of users, the monthly average water consumption and the length of a pipeline), arranging a flowmeter at the inlet of each DMA and continuously monitoring the minimum night flow of the DMA. If the minimum night flow fluctuates within a certain fixed range, the regional pipe network is in a normal state; if the minimum nighttime flow suddenly increases abnormally and does not fall back to a normal level for several consecutive days, it can be determined that there may be a loss in the area. When the flow data shows that the DMA is possibly leaked, the data of the water leakage and leakage recorder in the related area of the DMA is rapidly collected and subjected to signal analysis, and the position of a leakage point in the DMA is further judged. The steps involved in this scheme are explained below:
1) and (3) according to data such as urban pipe networks, roads, rivers and the like, comprehensively considering the size of the DMA (including the number of users and the length of a pipeline), and dividing the boundary of the temporary DMA. The basic indexes of the temporary DMA are counted, and the basic indexes mainly comprise: the number of users, the monthly water consumption and the length of the pipeline. And adjusting the number of the temporary DMA users and the length of the pipeline to obtain formal DMA, wherein each index of the DMA needs to be counted again after adjustment, the number of the DMA users is about 3000, the length of the pipeline is about 10 kilometers, and the index of the length of the pipeline has priority. And finally, selecting parameters of a water inlet and a flowmeter, and checking whether the DMA needs to install a new valve and a new pipeline or not to ensure the integrity and the independence of the pipeline in the DMA.
2) A flow meter (such as a pipeline type electromagnetic flow meter and an ultrasonic flow meter) with a data storage function is installed at a water inlet of the DMA, and is connected with a data storage to store flow data.
3) And carrying out comprehensive manual leak detection on the DMA, and quickly repairing the DMA after finding the leak, so as to ensure that the phenomena of tube explosion and the like do not exist in the DMA.
4) After manual leak detection and leakage repair, DMA flow data is continuously monitored for more than 30 days, for recorded daily flow data, the minimum continuous value on the current day is taken as the minimum night flow on the current day (generally occurring between 1:00 and 5:00 in the early morning), and the obtained minimum night flow on the current day and the corresponding date are plotted to form a minimum night flow curve. The fluctuation range of the curve is the normal fluctuation range of the DMA minimum night flow, and the fluctuation center is the normal value of the minimum night flow.
5) And after determining the normal fluctuation range of the minimum night flow of the DMA and the normal value of the minimum night flow, periodically and manually downloading DMA flow data stored in the data memory, wherein the downloading period is between 7 and 14 days. Judging whether DMA is missed or not according to the change condition of the minimum night flow curve in the downloading period:
i) if the minimum night flow curve has any one or any two or more of the following three conditions:
a) the curve fluctuates up and down on the normal value, and the fluctuation range is within the normal fluctuation range; b) The occasional discontinuous minimum night flow increase occurs and exceeds the normal fluctuation range; c) The data downloading date is that the data is returned to the normal value, and the difference value of the data and the normal value is not beyond the normal fluctuation range. It is determined that there is no leak in the DMA internal water supply pipeline.
ii) if the minimum night flow curve continuously rises until the date of data downloading still does not fall back to the minimum night flow normal value, the minimum night flow change trend of the DMA is monitored and tracked with emphasis. If the minimum night flow value of the DMA exceeds the minimum night flow normal value within 5 consecutive days, judging that the DMA has a loss risk and needing subsequent loss monitoring; if the minimum night flow value is recovered to the normal value within 5 days, subsequent leakage monitoring is not needed.
6) And according to the judgment result of the minimum night flow curve of the flowmeter, performing leakage monitoring and troubleshooting and leakage point positioning on the DMA with leakage risk by using a leakage recorder. The specific operation steps are as follows:
first, a loss recorder is installed on a DMA area water supply network. The layout principle of the leakage recorder is as follows: for the pipeline with the diameter of 75 mm-200 mm, the arrangement distance of the leakage recorder is 150 m-200 m; for the pipeline with the diameter of 200 mm-400 mm, the arrangement distance of the leakage recorder is between 100 m-150 m. The leakage recorder is arranged on an auxiliary structure of the pipeline, wherein the auxiliary structure refers to any one of an inspection well, a fire hydrant, an exhaust valve, a gate and the like. Then, the DMA is subjected to drop-out signal collection. In any day from 2 nd day to 6 th day after the arrangement of the leakage recorder, the portable signal collection host passes through the vicinity of the arrangement position of the recorder at a speed of less than 30km/h, wherein the distance between the signal collection host and the leakage recorder is within 20 m; the signals recorded by the leakage recorder are received by the host computer, and then whether leakage exists or not is determined and a leakage point is determined.
7) And dispatching workers to go to the leaking pipe sections for checking and confirming according to the information of the leakage recorder, and repairing the determined leakage points.
8) And after repairing the leakage points determined by the investigation, re-collecting the data of the inlet flow meter, and further judging whether other leakage still exists in the DMA area by using the method. If the minimum night flow value of the DMA exceeds the minimum night flow normal value within 5 consecutive days, judging that the leakage risk still exists, and continuing to use the analysis result of the leakage recorder to carry out leakage point positioning and manual repair until the DMA has no leakage. If the difference between the minimum night flow value and the minimum night flow normal value of the DMA is within 10% within 5 consecutive days, the DMA is judged to have no leakage risk, and a leakage recorder is not required to be used for leakage monitoring and troubleshooting.
In this embodiment, an electronic device is provided, comprising a memory in which a computer program is stored and a processor configured to run the computer program to perform the method in the above embodiments.
The programs described above may be run on a processor or stored in memory (or referred to as computer-readable media), which includes both non-transitory and non-transitory, removable and non-removable media, that enable storage of information by any method or technology. The information may be computer readable instructions, data structures, modules of a program, or other data. Examples of computer storage media include, but are not limited to, phase change memory (PRAM), Static Random Access Memory (SRAM), Dynamic Random Access Memory (DRAM), other types of Random Access Memory (RAM), Read Only Memory (ROM), Electrically Erasable Programmable Read Only Memory (EEPROM), flash memory or other memory technology, compact disc read only memory (CD-ROM), Digital Versatile Discs (DVD) or other optical storage, magnetic cassettes, magnetic tape magnetic disk storage or other magnetic storage devices, or any other non-transmission medium that can be used to store information that can be accessed by a computing device. As defined herein, a computer readable medium does not include a transitory computer readable medium such as a modulated data signal and a carrier wave.
These computer programs may also be loaded onto a computer or other programmable data processing apparatus to cause a series of operational steps to be performed on the computer or other programmable apparatus to produce a computer implemented process such that the instructions which execute on the computer or other programmable apparatus provide steps for implementing the functions specified in the flowchart flow or flows and/or block diagram block or blocks, and corresponding steps may be implemented by different modules.
This embodiment provides an apparatus or system, referred to as a partition metering DMA management system, comprising: the system comprises an acquisition module, a storage module and a control module, wherein the acquisition module is used for acquiring a plurality of subareas obtained by using a preset algorithm to divide a pipe network in a preset geographic area, and each subarea comprises a plurality of flow meters and a plurality of valves; a display module for displaying the plurality of zones on a display page, wherein the flow meters and valves in each zone are displayed using preconfigured display symbols; the receiving module is used for receiving at least one flow meter and at least one valve selected from a first partition by a user and receiving a movement instruction from the user, wherein the movement instruction is used for instructing to move the at least one flow meter and the at least one valve to a second partition; the determining module is used for traversing the connection relationship between the at least one flow meter and the at least one valve in the upstream and downstream of the first partition, and determining a first flow meter and a first valve which have direct flow relationship with the at least one flow meter and the at least one valve, wherein the flow between the flow meters and/or the valves which have direct flow relationship needs to be counted in one partition; a movement module to move the at least one flow meter and the at least one valve and the first flow meter and the first valve to the second zone.
The system or the apparatus is used for implementing the functions of the method in the foregoing embodiments, and each module in the system or the apparatus corresponds to each step in the method, which has been described in the method and is not described herein again.
For example, it also includes: and the storage module is used for storing the connection relations between all the flow meters and all the valves in the first partition and the second partition before the at least one flow meter and the at least one valve are moved. Optionally, the method further comprises: the recovery module is used for displaying the modification of the partition by the user; providing a recovery control after each of said modifications; and receiving the operation of the user on the recovery control, and recovering the partition to the partition before modification.
For another example, the receiving module is configured to: receiving an area marked out in the first partition by the user; determining all flow meters and all valves included in the region selected by the user.
The embodiment solves the problem that partitions can not be flexibly adjusted after the pipe network is partitioned according to a preset algorithm in the prior art, so that the partitions in the pipe network can be flexibly adjusted, and support is provided for better leakage detection.
The above are merely examples of the present application and are not intended to limit the present application. Various modifications and changes may occur to those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application should be included in the scope of the claims of the present application.

Claims (10)

1. A management method for partition metering DMA is characterized by comprising the following steps:
obtaining a plurality of subareas obtained by using a preset algorithm to divide a pipe network in a preset geographic area, wherein each subarea comprises a plurality of flow meters and a plurality of valves;
displaying the plurality of sections on a display page, wherein the flow meters and valves in each section are displayed using preconfigured display symbols;
receiving at least one flow meter and at least one valve selected by a user from a first zone, and receiving a movement instruction from the user, wherein the movement instruction is used for instructing to move the at least one flow meter and the at least one valve to a second zone;
traversing the connection relationship between the at least one flow meter and the at least one valve in the upstream and downstream of the first partition, and determining a first flow meter and a first valve which have direct flow relationship with the at least one flow meter and the at least one valve, wherein the flow between the flow meters and/or the valves having direct flow relationship needs to be counted in one partition;
moving the at least one flow meter and the at least one valve and the first flow meter and the first valve to the second zone.
2. The method of claim 1, further comprising:
preserving connections between all flow meters and all valves in the first and second partitions prior to moving the at least one flow meter and the at least one valve.
3. The method of claim 2, further comprising:
displaying the modification of the partition by the user;
providing a recovery control after each of said modifications;
and receiving the operation of the user on the recovery control, and recovering the partition to the partition before modification.
4. The method of any one of claims 1 to 3, wherein receiving at least one flow meter and at least one valve selected by the user from the first zone comprises:
receiving an area marked out in the first partition by the user;
determining all flow meters and all valves included in the region selected by the user.
5. A system for managing partition metered DMA, comprising:
the system comprises an acquisition module, a storage module and a control module, wherein the acquisition module is used for acquiring a plurality of subareas obtained by using a preset algorithm to divide a pipe network in a preset geographic area, and each subarea comprises a plurality of flow meters and a plurality of valves;
a display module for displaying the plurality of zones on a display page, wherein the flow meters and valves in each zone are displayed using preconfigured display symbols;
the receiving module is used for receiving at least one flow meter and at least one valve selected from a first partition by a user and receiving a movement instruction from the user, wherein the movement instruction is used for instructing to move the at least one flow meter and the at least one valve to a second partition;
the determining module is used for traversing the connection relationship between the at least one flow meter and the at least one valve in the upstream and downstream of the first partition, and determining a first flow meter and a first valve which have direct flow relationship with the at least one flow meter and the at least one valve, wherein the flow between the flow meters and/or the valves which have direct flow relationship needs to be counted in one partition;
a movement module to move the at least one flow meter and the at least one valve and the first flow meter and the first valve to the second zone.
6. The system of claim 5, further comprising:
and the storage module is used for storing the connection relations between all the flow meters and all the valves in the first partition and the second partition before the at least one flow meter and the at least one valve are moved.
7. The system of claim 6, further comprising:
the recovery module is used for displaying the modification of the partition by the user; providing a recovery control after each of said modifications; and receiving the operation of the user on the recovery control, and recovering the partition to the partition before modification.
8. The system of any one of claims 5 to 7, wherein the receiving module is configured to:
receiving an area marked out in the first partition by the user;
determining all flow meters and all valves included in the region selected by the user.
9. A memory for storing software, characterized in that the software is adapted to perform the method of any of claims 1 to 4.
10. A processor for executing software, characterized in that the software is adapted to perform the method of any of claims 1 to 4.
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Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008048748B3 (en) * 2008-09-24 2010-01-21 Siemens Aktiengesellschaft Method for detecting and locating leakages in region of e.g. water supply network, involves isolating location of leakages based on leakage information for regions, where location lies in intersection of regions
CN105243509A (en) * 2015-10-30 2016-01-13 成都兴联宜科技有限公司 Intelligent water affair system for smart city
CN105716803A (en) * 2016-01-29 2016-06-29 深圳市捷先数码科技股份有限公司 Integrated analysis device for leakage monitoring of water supply pipe network and method of analysis device
CN109214549A (en) * 2018-08-01 2019-01-15 武汉众智鸿图科技有限公司 A kind of water supply network auxiliary DMA partition method and system based on graph theory
CN109784540A (en) * 2018-12-18 2019-05-21 深圳市东深电子股份有限公司 A kind of water supply layout optimization system and optimization method based on DMA subregion
CN110185092A (en) * 2019-04-19 2019-08-30 浙江大学 A kind of urban water supply system leakage monitoring method based on dynamic DMA subregion
CN111080483A (en) * 2019-12-17 2020-04-28 上海市城市建设设计研究总院(集团)有限公司 DMA automatic partitioning method for water supply network based on graph division
CN111814289A (en) * 2020-09-08 2020-10-23 成都同飞科技有限责任公司 Water supply pipe network pipe burst analysis method and analysis system based on schema theory
CN112184482A (en) * 2020-09-28 2021-01-05 深圳市科荣软件股份有限公司 Water supply pipe network leakage management method, system and storage medium
CN112381366A (en) * 2020-10-30 2021-02-19 上海市政工程设计研究总院(集团)有限公司 Progressive reconfigurable water supply pipe network partitioning method

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008048748B3 (en) * 2008-09-24 2010-01-21 Siemens Aktiengesellschaft Method for detecting and locating leakages in region of e.g. water supply network, involves isolating location of leakages based on leakage information for regions, where location lies in intersection of regions
CN105243509A (en) * 2015-10-30 2016-01-13 成都兴联宜科技有限公司 Intelligent water affair system for smart city
CN105716803A (en) * 2016-01-29 2016-06-29 深圳市捷先数码科技股份有限公司 Integrated analysis device for leakage monitoring of water supply pipe network and method of analysis device
CN109214549A (en) * 2018-08-01 2019-01-15 武汉众智鸿图科技有限公司 A kind of water supply network auxiliary DMA partition method and system based on graph theory
CN109784540A (en) * 2018-12-18 2019-05-21 深圳市东深电子股份有限公司 A kind of water supply layout optimization system and optimization method based on DMA subregion
CN110185092A (en) * 2019-04-19 2019-08-30 浙江大学 A kind of urban water supply system leakage monitoring method based on dynamic DMA subregion
CN111080483A (en) * 2019-12-17 2020-04-28 上海市城市建设设计研究总院(集团)有限公司 DMA automatic partitioning method for water supply network based on graph division
CN111814289A (en) * 2020-09-08 2020-10-23 成都同飞科技有限责任公司 Water supply pipe network pipe burst analysis method and analysis system based on schema theory
CN112184482A (en) * 2020-09-28 2021-01-05 深圳市科荣软件股份有限公司 Water supply pipe network leakage management method, system and storage medium
CN112381366A (en) * 2020-10-30 2021-02-19 上海市政工程设计研究总院(集团)有限公司 Progressive reconfigurable water supply pipe network partitioning method

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