A method and system for water volume scheduling of tap water

Abstract

The present invention discloses a water volume scheduling method and system for tap water. The water supply volume of each water consumption node is determined according to multiple water consumption nodes in the water use area, corresponding water consumption time periods, and the load of the water supply system, realizing multi-dimensional control of multiple water consumption nodes in the water use area, corresponding water consumption time periods, and the load of the water supply system, and ensuring the accuracy of the water supply volume of each water consumption node. Further, during the water supply process of each water consumption node, the floating range of the water supply volume of each water consumption node is determined according to the water consumption ratio of each water consumption node, the length of the tap water flow path, and the loss amount of the underground pipeline; a water volume scheduling system is constructed according to the excess tap water volume, the corresponding tap water flow path, and adjacent water consumption nodes, ensuring the accuracy of the water volume scheduling system, and then triggering the autonomous scheduling of the tap water volume based on this water volume scheduling system, ensuring the autonomous scheduling and balance control between multiple water consumption nodes.

Description

Technical Field

[0001] The present invention relates to the technical field of tap water, and particularly to a method and system for water volume scheduling of tap water. Background Art

[0002] With the development of technology, tap water is applied to people's lives and widely used in water consumption areas, which can be people's living areas, industrial areas or natural areas. Tap water is discharged from the water supply system and enters each water consumption node along the tap water flow path. Since the existing tap water volume control methods usually preliminarily evaluate the water supply volume of each water consumption node based on past data and conduct single-dimensional control, this method cannot ensure the accuracy of the water supply volume of each water consumption node and cannot achieve autonomous scheduling between multiple water consumption nodes. Summary of the Invention

[0003] To overcome the deficiencies of the prior art, the present invention provides a method for water volume scheduling of tap water, which is applied to the water volume scheduling scenario of tap water;

[0004] The method for water volume scheduling of tap water includes:

[0005] Determine the water consumption area based on the urban layout map and underground pipelines;

[0006] Determine the corresponding regional water consumption based on the detection of the water consumption area;

[0007] Determine multiple water consumption nodes in the water consumption area according to the regional water consumption, the tap water flow path and the water consumption system;

[0008] Determine the water supply volume of each water consumption node according to multiple water consumption nodes in the water consumption area, the corresponding water consumption time period and the load of the water supply system, and supply water to each water consumption node correspondingly;

[0009] During the water supply process of each water consumption node, determine the water consumption ratio of each water consumption node based on the water consumption volume of each water consumption node, the corresponding usage scenario and the water supply volume of each water consumption node, and determine the floating range of the water supply volume of each water consumption node according to the water consumption ratio of each water consumption node, the length of the tap water flow path and the loss amount of the underground pipeline;

[0010] If the actual water supply volume exceeds the floating range of the water supply volume of the corresponding water consumption node, determine the excess tap water volume based on the actual water supply volume and the floating range of the water supply volume of the water consumption node, construct a water volume scheduling system according to the excess tap water volume, the corresponding tap water flow path and the adjacent water consumption nodes, and trigger the autonomous scheduling of the tap water volume based on this water volume scheduling system.

[0011] In addition, an embodiment of the present invention further provides a water volume scheduling system for tap water, and the water volume scheduling system for tap water includes:

[0012] A water consumption area module, configured to determine a water consumption area based on a town layout map and underground pipelines;

[0013] A water consumption volume module, configured to determine the corresponding regional water consumption volume according to the detection of the water consumption area;

[0014] A water consumption node module, configured to determine multiple water consumption nodes in the water consumption area according to the regional water consumption volume, the tap water flow path, and the water consumption system;

[0015] A water supply volume module, configured to determine the water supply volume of each water consumption node according to multiple water consumption nodes in the water consumption area, the corresponding water consumption time period, and the load of the water supply system, and perform corresponding water supply to each water consumption node;

[0016] A floating range module, configured to, during the water supply process of each water consumption node, determine the water consumption ratio of each water consumption node based on the water consumption volume of each water consumption node, the corresponding usage scenario, and the water supply volume of each water consumption node, and determine the floating range of the water supply volume of each water consumption node according to the water consumption ratio of each water consumption node, the length of the tap water flow path, and the loss amount of the underground pipeline;

[0017] A scheduling module, configured to, if the actual water supply volume exceeds the floating range of the water supply volume of the corresponding water consumption node, determine the tap water excess amount based on the actual water supply volume and the floating range of the water supply volume of the water consumption node, construct a water volume scheduling system according to the tap water excess amount, the corresponding tap water flow path, and adjacent water consumption nodes, and trigger the autonomous scheduling of the tap water volume based on the water volume scheduling system.

[0018] A water volume scheduling method for tap water provided by the present invention determines the water supply volume of each water consumption node according to multiple water consumption nodes in the water consumption area, the corresponding water consumption time period, and the load of the water supply system, realizing multi-dimensional control of multiple water consumption nodes in the water consumption area, the corresponding water consumption time period, and the load of the water supply system, and ensuring the accuracy of the water supply volume of each water consumption node. Further, during the water supply process of each water consumption node, the floating range of the water supply volume of each water consumption node is determined according to the water consumption ratio of each water consumption node, the length of the tap water flow path, and the loss amount of the underground pipeline; a water volume scheduling system is constructed according to the tap water excess amount, the corresponding tap water flow path, and adjacent water consumption nodes, ensuring the accuracy of the water volume scheduling system, and then triggering the autonomous scheduling of the tap water volume based on the water volume scheduling system, ensuring the autonomous scheduling and balance control between multiple water consumption nodes. Description of the Drawings

[0019] To more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the accompanying drawings required for the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only some embodiments of the present invention. For those of ordinary skill in the art, without creative efforts, other accompanying drawings can be obtained based on these drawings.

[0020] Figure 1 It is a schematic flowchart of the water volume scheduling method for tap water in an embodiment of the present invention;

[0021] Figure 2 It is a schematic flowchart of S11 in the water volume scheduling method for tap water in an embodiment of the present invention;

[0022] Figure 3 It is a schematic flowchart of S12 in the water volume scheduling method for tap water in an embodiment of the present invention;

[0023] Figure 4 It is a schematic flowchart of S13 in the water volume scheduling method for tap water in an embodiment of the present invention;

[0024] Figure 5 It is a schematic flowchart of S14 in the water volume scheduling method for tap water in an embodiment of the present invention;

[0025] Figure 6 It is a schematic flowchart of S15 in the water volume scheduling method for tap water in an embodiment of the present invention;

[0026] Figure 7 It is a schematic flowchart of S16 in the water volume scheduling method for tap water in an embodiment of the present invention;

[0027] Figure 8 It is a schematic diagram of the structural composition of the water volume scheduling system for tap water in an embodiment of the present invention;

[0028] Figure 9 It is a hardware diagram of an electronic device shown according to an exemplary embodiment. Detailed implementation manners

[0029] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some embodiments of the present invention, rather than all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts belong to the scope of protection of the present invention.

[0030] Please refer to Figures 1 to 9 , a water volume scheduling method for tap water, which is applied to the water volume scheduling scenario of tap water; the water volume scheduling method for tap water includes:

[0031] Step S11: Determine the water - using areas based on the town layout map and the underground pipelines;

[0032] Step S12: Determine the corresponding regional water consumption according to the detection of the water - using areas;

[0033] Step S13: Determine multiple water - consumption nodes in the water - using areas according to the regional water consumption, the tap - water flow path, and the water - consumption system;

[0034] Step S14: Determine the water supply of each water - consumption node according to the multiple water - consumption nodes in the water - using areas, the corresponding water - consumption time period, and the load of the water - supply system, and conduct corresponding water supply to each water - consumption node;

[0035] Step S15: During the water - supply process of each water - consumption node, determine the water - consumption ratio of each water - consumption node based on the water consumption of each water - consumption node, the corresponding usage scenario, and the water supply of each water - consumption node. Determine the floating range of the water supply of each water - consumption node according to the water - consumption ratio of each water - consumption node, the length of the tap - water flow path, and the loss of the underground pipelines;

[0036] Step S16: If the actual water supply exceeds the floating range of the water supply of the corresponding water - consumption node, determine the excess tap - water volume based on the actual water supply and the floating range of the water supply of the water - consumption node. Construct a water - volume scheduling system according to the excess tap - water volume, the corresponding tap - water flow path, and the adjacent water - consumption nodes, and trigger the autonomous scheduling of the tap - water volume based on this water - volume scheduling system.

[0037] Reference Figure 2 , in step S11, determine the water - using areas based on the town layout map and the underground pipelines;

[0038] In the specific implementation process of the present invention, the specific steps may be:

[0039] S111: Collect the town layout map;

[0040] S112: Determine the residential part according to the traversal of the town layout map;

[0041] S113: Determine the underground pipelines based on the residential part and the pipeline connection map;

[0042] S114: Associate the town layout map and the underground pipelines;

[0043] S115: Determine the water - using areas based on the town layout map and the underground pipelines.

[0044] In the embodiments of the present application, a town layout map is collected, introduced, and controlled. At the same time, the residential part is determined according to the traversal of the town layout map, realizing the traversal of the town layout map and ensuring the accuracy of the residential part, so as to further control the residential part.

[0045] Specifically, collecting a town layout map means obtaining the geographical layout information of a town. Usually, this information is presented in the form of a map and includes key elements such as roads, buildings, water systems, and public facilities. These layout maps may come from government agencies, urban planning departments, or professional geographic information service providers; integrating the collected town layout map into the water volume control software to make it part of the software. This step usually involves data format conversion, coordinate system unification, and graphical interface design to ensure that the layout map can be correctly displayed and operated within the software.

[0046] In the software, a series of management and control operations are performed on the layout map. This may include functions such as viewing, zooming, panning, and annotating, enabling users to flexibly browse and analyze the layout map according to their needs. In addition, the control may also involve data update and maintenance to ensure the accuracy and timeliness of the layout map information. By means of an algorithm or manual operation, the layout map is traversed, that is, each part of the layout map is checked one by one. During the traversal process, the residential area is identified and determined according to the characteristics of the layout map (such as building density, road network, etc.). This step is the key to identifying and managing water volume requirements because the residential area is usually the main source of water consumption.

[0047] At the same time, all relevant parts of the layout map have been checked and evaluated. This is the basis for ensuring the accuracy of the residential part. By traversing the layout map and determining the residential part, the software can accurately identify and mark the residential area. This accuracy is crucial for subsequent water volume control because it directly affects the accuracy and effectiveness of functions such as water volume distribution, anomaly detection, and data analysis. Finally, by introducing and controlling the layout map and determining the accuracy of the residential part, the software provides a powerful tool for users to further control the residential part. This includes monitoring water consumption, predicting demand changes, optimizing resource allocation, and responding to anomalies in a timely manner.

[0048] Therefore, based on the residential part and the pipeline connection diagram, the underground pipeline is determined. The residential part and the pipeline connection diagram are introduced, and the overall consideration of the residential part and the pipeline connection diagram is compatible, realizing the multi-dimensional control of the residential part and the pipeline connection diagram and ensuring the accuracy of the underground pipeline.

[0049] Specifically, in the water volume control system, underground pipelines are a key component of water resource transportation. To accurately determine the location, orientation, and connection relationships of these pipelines, the system needs to comprehensively consider information about the residential area (such as population density, water usage demand, etc.) and the pipeline connection diagram (i.e., the actual layout and connection method of the pipeline network). Information about the residential area helps predict and plan water usage, while the pipeline connection diagram provides detailed information about the physical layout of the pipelines. By combining these two aspects of information, the system can more accurately determine the configuration of the underground pipelines to meet the water usage needs of the residential area.

[0050] In the system design phase, the residential area and the pipeline connection diagram are input as key data. This means that the system needs to be able to read, parse, and store this graphical and data information. To achieve this, the system may adopt Geographic Information System (GIS) technology to digitally represent and process this information. By introducing this graphical and data information, the system can establish a comprehensive water volume control model that includes detailed information about the residential area and the pipeline network. When designing the water volume control system, it is necessary to ensure that the system can be compatible with and process the overall information of the residential area and the pipeline connection diagram. This means that the system not only focuses on individual pipelines or residential areas but considers the interactions and dependencies between these elements from a global perspective. For example, the system may need to consider how the water usage demands of different residential areas affect the flow and pressure distribution of the pipeline network, and how the layout of the pipeline network affects the distribution and transportation efficiency of water resources.

[0051] To achieve effective management of the residential area and the pipeline connection diagram, the system needs to support multi-dimensional control. This includes the time dimension (such as the comparison between real-time data and historical data), the space dimension (such as water usage differences between different geographical regions), and the attribute dimension (such as the materials, diameters, and flow rates of different pipelines, etc.). Through multi-dimensional control, the system can provide a more comprehensive view of water volume control, helping managers better understand and manage the complex relationships between the residential area and the pipeline network. Through the comprehensive application of the above steps and technologies, the water volume control system can ensure the accuracy of underground pipelines. This means that the system can accurately identify the location, orientation, and connection relationships of the pipelines, and how they meet the water usage needs of the residential area. This accuracy is crucial for improving water supply efficiency, reducing leakage rates, and optimizing resource allocation. By ensuring the accuracy of the pipelines, the system can provide strong support for the sustainable development of the town.

[0052] Furthermore, in the water volume control system, the urban layout map and underground pipelines are two core elements. The urban layout map provides information on the physical structure and functional areas of the city, such as residential areas, commercial areas, industrial areas, etc. This information is crucial for understanding the water usage needs and patterns in different regions. Underground pipelines, on the other hand, are the infrastructure for water resource transportation, responsible for delivering water from the water source to various water usage points. Linking these two means that the system can combine geographical spatial information with the actual layout of the pipeline network, thus forming a comprehensive view of water volume control. By associating the urban layout map and underground pipelines, the system can more accurately determine water usage areas. These areas are determined comprehensively based on multiple factors such as population distribution, water usage demand, pipeline layout, and transportation capacity. For example, the system can identify which residential areas are close to the water source, which areas may face insufficient water supply pressure, and which pipeline networks may need to be optimized or upgraded to meet future water usage demands.

[0053] In the water volume control system, the multiple interactions between the urban layout map and underground pipelines are crucial. This means that the system not only displays this information but also allows users to perform interactive operations, such as zooming in, zooming out, panning the layout map, selecting specific pipelines or areas for detailed viewing, and simulating water usage demands and pipeline transportation situations under different conditions. This interactivity enables managers to gain a deeper understanding of the city's water usage situation and make more informed decisions. By associating the urban layout map and underground pipelines and enabling multiple interactions, the water volume control system can ensure precise control of water usage areas. This means that the system can monitor and analyze water usage demands, pipeline status, and water resource allocation in real-time, promptly discover and solve potential problems. For example, the system can predict which areas may face water shortages during a specific time period and thus take measures in advance for adjustment and optimization. In addition, through precise control of water usage areas, the system can also help managers formulate more effective water resource management strategies, such as water conservation measures, pipeline maintenance, and upgrade plans.

[0054] Reference Figure 3 , in step S12, the corresponding regional water consumption is determined based on the detection of the water usage area;

[0055] In the specific implementation process of the present invention, the specific steps can be:

[0056] S121: Freeze the water usage area;

[0057] S122: Divide multiple sub-water usage areas based on the water usage area and the ways of using tap water;

[0058] S123: Match the corresponding detection model according to multiple sub-water usage areas, their corresponding locations, and the connection relationship table;

[0059] S124: Associate the water usage area and the detection model;

[0060] S125: Determine the corresponding regional water consumption according to the water use area and the detection model.

[0061] In the embodiments of the present application, in the water volume control system, it is first necessary to clarify and define the water use areas. This is usually determined comprehensively based on factors such as urban layout maps, population distribution, water use demands, etc. The definition of water use areas is the basis for water volume management and planning, which helps managers better understand the water use conditions and demands in different areas. Incorporate the defined water use areas into the water volume control system as the core management objects. This means that the system needs to be able to identify, record, and analyze the water use data of these areas, including water consumption, water use patterns, water use efficiency, etc.

[0062] After introducing the water use areas, the system needs to further control and manage them. This includes real-time monitoring of water consumption, analyzing water use trends, predicting future demands, detecting abnormal situations, etc. Through these measures, the system can ensure the stable operation of the water use areas and promptly discover and solve potential problems. To manage water resources more precisely, the system needs to further divide multiple sub-water use areas based on the water use areas and the ways of using tap water. These sub-water use areas may be divided according to factors such as water use nature (such as domestic water, industrial water, agricultural water, etc.), water use scale (such as large communities, small industrial areas, etc.), or water use time periods (such as peak periods, off-peak periods).

[0063] When dividing the sub-water use areas, the system needs to comprehensively consider the overall situation of the water use areas and the specific demands of the ways of using tap water. This includes the water use differences between different areas, the water resource competition relationships between different use ways, and the changing trends of future water use demands, etc. Through overall consideration, the system can ensure that the division of sub-water use areas not only meets the actual demands but also has forward-looking. The system realizes the all-round control of the water use areas and the ways of using tap water by introducing multi-dimensional data and analysis tools. This includes the time dimension (such as the comparison of real-time data and historical data), the space dimension (such as the water use differences between different sub-water use areas), the attribute dimension (such as the water consumption and water use efficiency of different use ways), etc. Through multi-dimensional control, the system can provide a more comprehensive view of water volume management, helping managers better understand and manage the complex relationships between the water use areas and the ways of using tap water. Through the comprehensive application of the above steps and technologies, the system can ensure the rationality of the division of multiple sub-water use areas. This means that each sub-water use area can accurately reflect its water use demands and characteristics, and at the same time maintain reasonable connections and coordination with other sub-water use areas. This rationality is of great significance for improving water supply efficiency, reducing leakage rates, optimizing resource allocation, and promoting the sustainable utilization of water resources.

[0064] Therefore, in the water volume control system, due to differences in factors such as geographical location, water use requirements, and water resource conditions in different sub - water use areas, different detection models may be required to monitor and manage water resources. Therefore, the system needs to match the most suitable detection model according to the specific conditions of multiple sub - water use areas, as well as their positional and connectivity relationships (such as the connection situation of the pipeline network). These detection models may include flow monitoring models, pressure monitoring models, water quality monitoring models, etc., which are used to monitor and analyze the water use status of sub - water use areas in real time.

[0065] To achieve the above - mentioned matching process, the system needs to introduce information about multiple sub - water use areas, including their specific locations, boundary ranges, water use natures, etc. At the same time, the system also needs to obtain the connectivity relationship table between these sub - water use areas, which details how different sub - water use areas are interconnected and transport water resources through the pipeline network. This information is the basis for the system to match detection models.

[0066] After introducing this information, the system needs to conduct multi - dimensional control and management of it. This includes verifying the accuracy and integrity of the information to ensure that the positional and connectivity relationships between different sub - water use areas are clearly and accurately described. In addition, the system also needs to consider the mutual influences and dependencies between different sub - water use areas, as well as possible changes in water use requirements in the future. Through multi - dimensional control, the system can more comprehensively understand and manage multiple sub - water use areas and their connectivity relationships. By matching detection models based on multiple sub - water use areas, corresponding positions, and the connectivity relationship table, and conducting multi - dimensional control on them, the system can ensure the accuracy of the selected detection model. This means that the detection model can accurately reflect the water use status of different sub - water use areas, detect and handle potential problems in a timely manner. At the same time, because the system considers the mutual influences and dependencies between different sub - water use areas, the selected detection model can also better adapt to changes in future water use requirements, providing strong support for the stable operation of the water volume control system.

[0067] Specifically, in the water volume control system, the water use area and the detection model are two key elements. The water use area represents different geographical and functional partitions, and each area has its specific water use requirements and patterns. The detection model is a tool used to monitor and analyze these water use requirements and patterns. It can collect and process data in real time to provide accurate information about the water use status. Associating the water use area and the detection model means that the system can apply a specific detection model to the corresponding water use area to more precisely understand and manage the water use situation in these areas.

[0068] Once a water usage area is associated with a detection model, the system can utilize these models to monitor and analyze the water consumption of different water usage areas in real time. The detection model collects data on aspects such as water consumption, water use efficiency, and water use patterns, and processes this data through algorithms to calculate the water consumption of each water usage area. This calculation method takes into account various factors such as weather conditions, population density, and industrial structure, enabling more accurate water consumption estimates.

[0069] To implement the above process, the system needs to introduce relevant information about water usage areas and detection models. This includes the boundaries of water usage areas, the nature of water use, historical water use data, etc., as well as the type, parameters, and data sources of detection models. This information is the basis for the system to establish associations and perform calculations. During the process of association and determination of water consumption, the system needs to consider water usage areas and detection models as a whole. This means that the system not only focuses on the situation of individual water usage areas or detection models but also takes into account their mutual relationships and impacts. For example, the water consumption of a water usage area may be affected by the water use patterns of adjacent areas, and the accuracy of a detection model may be limited by the quality of data sources or algorithm parameters. By considering the whole, the system can more comprehensively understand and manage the relationship between water usage areas and detection models.

[0070] To achieve accurate regional water consumption calculation, the system needs to support multiple interactions between water usage areas and detection models. This includes real-time transmission, processing, and analysis of data, as well as feedback and adjustment of results. Through this interaction, the system can dynamically respond to changes in different water usage areas, timely adjust the parameters and algorithms of the detection model to ensure the accuracy and timeliness of calculations. Through the comprehensive application of the above steps and technologies, the water volume control system can ensure the accuracy of regional water consumption. This means that the system can monitor and analyze the water consumption of different water usage areas in real time and accurately, providing reliable data support for managers. This accuracy is of great significance for formulating reasonable water resource management strategies, optimizing water resource allocation, reducing leakage rates, etc.

[0071] Reference Figure 4 , in step S13, multiple water consumption nodes of the water usage area are determined according to the regional water consumption, the tap water flow path, and the water consumption system;

[0072] In the specific implementation process of the present invention, the specific steps can be:

[0073] S131: Fix the regional water consumption;

[0074] S132: Determine the tap water flow path based on the multiple interactions of multiple sub - water usage areas and the pipeline connection diagram;

[0075] S133: Associate the regional water consumption, the tap water flow path, and the water consumption system;

[0076] S134: Determine the first node parameters based on the regional water consumption and the tap water flow path, and determine the second node parameters based on the regional water consumption and the water consumption system;

[0077] S135: Determine multiple water consumption nodes in the water consumption area according to the first node parameters, the second node parameters, and the multiple interactions in the water consumption area.

[0078] In the embodiments of the present application, for the water volume control system, it is first necessary to clarify and define the water consumption of each water consumption area. This is usually determined comprehensively based on factors such as historical water consumption data, water consumption trend analysis, and future demand prediction. Defining the regional water consumption is the basis of water volume management, which helps managers better understand the water usage status and needs of different regions, so as to formulate reasonable water resource management strategies. Incorporate the defined regional water consumption into the water volume control system as the core management indicator. This means that the system needs to be able to monitor, analyze, and record the water consumption data of each water consumption area in real time, including real-time water consumption, historical water consumption, peak water consumption, etc.

[0079] After introducing the regional water consumption, the system needs to effectively control it. This includes setting water consumption thresholds, monitoring abnormal water consumption situations, predicting future water consumption trends, formulating water-saving measures, etc. Through the control of regional water consumption, the system can ensure the rational use of water resources, reduce the leakage rate, and improve the water supply efficiency. In order to manage water resources more precisely, the system needs to determine the tap water flow path based on multiple sub-water consumption areas and the pipeline connection diagram. This usually involves a detailed analysis of the pipeline network, including parameters such as the diameter, material, flow direction, and pressure of the pipeline. Through multiple interactions (such as data input, model simulation, result visualization, etc.), the system can simulate and predict the tap water flow conditions under different conditions, so as to determine the most reasonable flow path.

[0080] To achieve the above process, the system needs to support multiple interactions between multiple sub-water consumption areas and the pipeline connection diagram. This includes real-time transmission, processing, and analysis of data, as well as feedback and adjustment of results. Through this interaction, the system can dynamically respond to changes in different sub-water consumption areas and the pipeline network, ensuring the accuracy and adaptability of the tap water flow path. Through the comprehensive application of the above steps and technologies, the water volume control system can ensure the accuracy of the tap water flow path. This means that the system can simulate and predict the tap water flow conditions in real time and accurately, providing reliable information for managers on water resource allocation and transportation.

[0081] Furthermore, the water consumption of the associated area, the tap water flow path, and the water consumption system are correlated; the first node parameters are determined based on the regional water consumption and the tap water flow path, and the second node parameters are determined based on the regional water consumption and the water consumption system; multiple water consumption nodes in the water consumption area are determined according to the first node parameters, the second node parameters, and the multiple interactions in the water consumption area, which incorporates the overall consideration of the regional water consumption, the tap water flow path, and the water consumption system, realizes the multi-dimensional control of the regional water consumption, the tap water flow path, and the water consumption system, and ensures the accuracy of multiple water consumption nodes in the water consumption area.

[0082] In the water volume control system, the regional water consumption, the tap water flow path, and the water consumption system are three core elements. The regional water consumption represents the water consumption requirements of different water consumption areas; the tap water flow path describes the transmission process of water resources from the source to the water consumption area; the water consumption system covers various water use facilities, pipeline networks, and possible leakage points in the water consumption area. Correlating these three elements means that the system needs to comprehensively consider the mutual relationships and influences among them to ensure the rational allocation and efficient utilization of water resources. The system first needs to determine the first node parameters based on the regional water consumption and the tap water flow path. These parameters may include key indicators such as flow rate, pressure, and water quality, which play a crucial role in the process of tap water flow. By monitoring and analyzing these parameters, the system can understand the real-time flow state of tap water and whether it meets the needs of the water consumption area.

[0083] In addition to considering the tap water flow path, the system also needs to determine the second node parameters based on the regional water consumption and the water consumption system. These parameters may include the water consumption of water use facilities, the leakage rate of pipeline networks, and water quality changes. By monitoring these parameters, the system can evaluate the water resource utilization efficiency in the water consumption area and whether there are potential waste or pollution problems. After obtaining the first node parameters and the second node parameters, the system needs to comprehensively consider these parameters and the specific situation of the water consumption area to determine multiple water consumption nodes. The water consumption nodes may include high-water-consumption facilities, pipeline segments with serious leakage, and water use points with abnormal water quality. Through multiple interactions (such as data analysis, model simulation, on-site investigation, etc.), the system can accurately identify these water consumption nodes, providing strong support for subsequent water-saving measures and improvement plans.

[0084] When determining multiple water-consuming nodes in a water-using area, the system needs to be compatible with the overall consideration of the regional water consumption, the flow path of tap water, and the water consumption system. This means that the system not only focuses on the situation of individual elements but also considers the mutual relationships and impacts among them. Through overall consideration, the system can more comprehensively understand the water consumption status and demands of the water-using area, thereby formulating more reasonable and effective water resource management strategies. Through the comprehensive application of the above steps and technologies, the water volume control system realizes multi-dimensional control over the regional water consumption, the flow path of tap water, and the water consumption system. This means that the system can monitor and manage water resources from multiple perspectives and levels, ensuring the rational allocation, efficient utilization, and environmental protection of water resources.

[0085] Reference Figure 5 , S14: Determine the water supply volume of each water-consuming node according to multiple water-consuming nodes in the water-using area, the corresponding water consumption time period, and the load of the water supply system, and conduct corresponding water supply to each water-consuming node;

[0086] In the specific implementation process of the present invention, the specific steps can be:

[0087] S141: Fix multiple water-consuming nodes in the water-using area;

[0088] S142: Determine the water supply system according to the traceability of the water-using area;

[0089] S143: Determine the load of the water supply system based on the on-line detection of the water supply system;

[0090] S144: Associate multiple water-consuming nodes in the water-using area, the corresponding water consumption time period, and the load of the water supply system, and conduct multiple interactions on multiple water-consuming nodes in the water-using area, the corresponding water consumption time period, and the load of the water supply system;

[0091] S145: Determine the water supply volume of each water-consuming node based on the multiple interactions of multiple water-consuming nodes in the water-using area, the corresponding water consumption time period, and the load of the water supply system, and trigger corresponding water supply to each water-consuming node according to the water supply volume of each water-consuming node.

[0092] In the water volume control system, it is first necessary to fix multiple water-consuming nodes in the water-using area. The water-consuming nodes may include various water-using facilities, pipeline connection points, leakage areas, etc. They are the key factors leading to water resource consumption and waste. Through detailed investigation and analysis, the system can determine the specific locations, water consumption volumes, and potential water-saving opportunities of these water-consuming nodes. Once the water-consuming nodes are fixed, they will be introduced into the water volume control system and become the core objects of management. The system needs to be able to monitor the water usage conditions of these water-consuming nodes in real time, including key indicators such as water consumption volume, water usage time, and water quality. This real-time monitoring helps to promptly discover and solve water usage problems and improve the utilization efficiency of water resources.

[0093] After introducing water-consuming nodes, the system needs to effectively manage and control them. This includes setting water usage thresholds, monitoring abnormal water usage situations, implementing water-saving measures, etc. Through the management and control of water-consuming nodes, the system can ensure the reasonable allocation and efficient utilization of water resources, reducing the leakage rate and waste phenomenon. To achieve more precise water resource management, the system needs to determine the water supply system based on the traceability of the water usage area. The traceability process may involve the analysis of historical water usage data, the detailed investigation of the pipeline network, and the on-site inspection of water supply facilities, etc.

[0094] Through traceability, the system can clearly understand the source, transmission path, and final water usage situation of water resources, thereby determining the structure and function of the water supply system. Through the above traceability process, the system can achieve the comprehensive traceability of the water usage area, ensuring the accuracy of the water supply system. This means that the system can accurately describe each link and component of the water supply system, as well as their interactions and influences. This accuracy is of great significance for formulating reasonable water resource management strategies, optimizing the water supply network structure, and improving water supply efficiency, etc.

[0095] After determining the water supply system, the system needs to effectively manage and control it. This includes monitoring the operating status of the water supply system, predicting future water usage demands, formulating emergency water supply plans, etc. Through the management and control of the water supply system, the system can ensure the stable supply and efficient utilization of water resources, meet the demands of the water usage area, and reduce potential risks.

[0096] Therefore, based on the online detection of the water supply system to determine the load of the water supply system, the online detection of the water supply system is realized, ensuring the accuracy of the load of the water supply system. At the same time, multiple water-consuming nodes in the water usage area, the corresponding water-consuming time periods, and the load of the water supply system are associated, and multiple interactions are carried out among the multiple water-consuming nodes in the water usage area, the corresponding water-consuming time periods, and the load of the water supply system, realizing the multiple interactions of the multiple water-consuming nodes in the water usage area, the corresponding water-consuming time periods, and the load of the water supply system.

[0097] Specifically, the online detection of the water supply system is a real-time and continuous detection method for monitoring the operating status of the water supply system. Through online detection, the system can obtain key parameters such as pressure, flow rate, and water quality of the water supply system in real time, thereby accurately judging the load situation of the water supply system. The load generally refers to the pressure and flow rate that the water supply system bears to meet the water usage demand. Through online detection, the accuracy of the load of the water supply system can be ensured, providing a reliable basis for subsequent management and regulation. Realizing the online detection of the water supply system depends on advanced sensor technology, data acquisition and processing technology, and real-time monitoring and analysis systems. These technologies can ensure that all key links of the water supply system are monitored in real time, so as to discover and solve potential problems in a timely manner.

[0098] Through online detection, the load of the water supply system can be accurately determined. This accuracy is not only reflected in the accurate measurement of the current load of the water supply system, but also in the prediction of future load trends. Based on real-time data and historical data, the system can establish a load prediction model to provide strong support for the optimal scheduling and energy conservation of the water supply system. To comprehensively understand the operation of the water supply system, it is necessary to associate it with multiple water consumption nodes in the water use area and their corresponding water consumption time periods. Water consumption nodes are various water use facilities or areas within the water use area, and they have different water consumption amounts at different time periods. By associating water consumption nodes, water consumption time periods with the load of the water supply system, the internal connections and mutual influences between them can be revealed.

[0099] Multiple interactions refer to the complex interaction process carried out between different levels, different dimensions and different time periods. In the water volume control system, it is necessary to conduct multiple interaction analyses on multiple water consumption nodes in the water use area, the corresponding water consumption time periods, and the load of the water supply system. This analysis helps to reveal the dynamic relationship between the water supply system and the water use area, as well as their change trends at different time periods. Through multiple interaction analysis, the system can achieve a comprehensive association and dynamic analysis among multiple water consumption nodes in the water use area, the corresponding water consumption time periods, and the load of the water supply system. This interaction not only helps to grasp the operation status and water use demand of the water supply system in real time, but also provides a scientific basis for formulating water-saving measures, optimizing the water supply network structure, improving water supply efficiency, etc.

[0100] Furthermore, collect real-time data of multiple water consumption nodes in the water use area, including water consumption amount, water consumption time period, etc. At the same time, the system also needs to monitor the load situation of the water supply system in real time, that is, key parameters such as the pressure and flow rate of the water supply system. By comparing and analyzing these data with the historical data of the water supply system, the system can identify the water use demand of different water consumption nodes at different time periods and the load capacity of the water supply system. Based on this information, the system calculates the reasonable water supply amounts of each water consumption node at different time periods through a multiple interaction algorithm. Once the water supply amounts of each water consumption node are determined, the system needs to trigger corresponding water supply operations according to these water supply amounts. This usually involves adjusting parameters such as the pump speed and valve opening degree of the water supply system to ensure that the water supply system can supply water to each water consumption node according to the predetermined water supply amount. This process requires a high degree of automation and intelligence to ensure the timeliness and accuracy of water supply.

[0101] To implement the above process, the system must be able to introduce and process multiple interactive information of water consumption nodes in the water - using area, corresponding water - consumption time periods, and the load of the water - supply system. This means that the system needs to have strong data collection, processing, and analysis capabilities, as well as flexible algorithm models to cope with complex water - using demands and changes in the load of the water - supply system. By introducing multiple interactive information and adopting advanced algorithm models, the system can achieve precise control of the water supply volume for each water - consumption node. This not only helps to meet the actual water - using demands of the water - using area but also effectively avoids waste of water resources and overload of the water - supply system. The timeliness and accuracy of water - supply operations are emphasized. The system needs to quickly adjust the state of the water - supply system according to the calculated water - supply volume in real - time to ensure that each water - consumption node can obtain the required amount of water. This real - time response ability is crucial for improving the efficiency of the water - supply system and user satisfaction.

[0102] At the same time, it is compatible with multiple water - consumption nodes in the water - using area, corresponding water - consumption time periods, and the load of the water - supply system, and overall considers multiple water - consumption nodes in the water - using area, corresponding water - consumption time periods, and the load of the water - supply system, achieving multi - dimensional control of multiple water - consumption nodes in the water - using area, corresponding water - consumption time periods, and the load of the water - supply system, ensuring the accuracy of the water - supply volume for each water - consumption node, and thus conducting corresponding water supply for each water - consumption node.

[0103] Reference Figure 6 S15: During the water - supply process of each water - consumption node, determine the water - consumption ratio of each water - consumption node based on the water - consumption volume, corresponding usage scenarios, and water - supply volume of each water - consumption node, and determine the floating range of the water - supply volume of each water - consumption node according to the water - consumption ratio of each water - consumption node, the length of the tap - water flow path, and the loss of the underground pipeline;

[0104] In the specific implementation process of the present invention, the specific steps can be:

[0105] S151: Real - time monitor the water - supply process of each water - consumption node;

[0106] S152: During the water - supply process of each water - consumption node, monitor each water - consumption node to collect the water - consumption volume and water - supply volume of each water - consumption node;

[0107] S153: Determine the corresponding usage scenario based on the water - consumption volume of each water - consumption node and the space where the water - consumption node is located;

[0108] S154: Associate the water - consumption volume, corresponding usage scenario, and water - supply volume of each water - consumption node, and determine the water - consumption ratio of each water - consumption node according to the water - consumption volume, corresponding usage scenario, and water - supply volume of each water - consumption node;

[0109] S155: Collect the length of the tap water flow path and the loss amount of the underground pipeline;

[0110] S156: Determine the floating range of the water supply volume of each water consumption node based on the water consumption ratio of each water consumption node, the length of the tap water flow path, and the loss amount of the underground pipeline.

[0111] In the embodiments of the present application, through sensors and other monitoring devices installed in the water pipe network, the water supply process of each water consumption node can be monitored in real time. This includes monitoring key parameters such as water flow rate, pressure, water quality, etc., as well as the operating status of the water supply system. Real-time monitoring helps to promptly discover abnormalities or potential problems in the water supply process, ensuring the stability and reliability of the water supply system. Based on real-time monitoring, the system needs to conduct subsequent control over the water supply process of each water consumption node. This includes adjusting the water supply strategy according to real-time data, optimizing the water supply network structure, implementing water-saving measures, etc. Through subsequent control, the system can ensure the efficiency and sustainability of the water supply process while meeting the actual needs of the water use area.

[0112] During the water supply process, the system needs to continuously monitor each water consumption node to collect its water consumption and water supply volume data. These data are important bases for evaluating water supply efficiency, identifying water leakage points, formulating water-saving measures, etc. Through data collection, the system can establish a complete water use database to provide support for subsequent analysis and decision-making. Introduce the water consumption and water supply volume data of each water consumption node collected into the water volume control system. These data will be used for real-time analysis and calculation to evaluate the performance and efficiency of the water supply system. At the same time, these data are also the basis for formulating subsequent control measures and optimizing the water supply strategy. Based on the collected data, the system needs to control the water consumption and water supply volume of each water consumption node. This includes setting reasonable water use thresholds, monitoring abnormal water use situations, implementing water-saving measures, etc. Through control, the system can ensure that the water use behavior of each water consumption node meets the water-saving requirements while improving the overall efficiency of the water supply system.

[0113] Therefore, by analyzing the water consumption data of each water consumption node and its spatial location information, the specific usage scenarios corresponding to these water consumption nodes can be inferred. For example, nodes with high water consumption may be located in industrial areas or agricultural irrigation areas, while nodes with low water consumption may be located in residential areas or commercial areas. Through this correlation analysis of space and water consumption, the system can more accurately understand the water use needs and patterns in different regions.

[0114] In the process of determining usage scenarios, the system needs to consider both the water consumption of water-consuming nodes and the spaces they are located in. This means that the system needs to be able to process and integrate these two types of data to form a comprehensive picture of water usage. This compatibility ensures that the system can more comprehensively understand the characteristics of each water-consuming node and provide support for subsequent analysis and decision-making.

[0115] The system not only focuses on the water consumption or spatial location of individual water-consuming nodes, but considers these two aspects as a whole. This overall consideration helps to reveal the internal connections and mutual influences among water-consuming nodes, as well as their distribution patterns at different spatial scales. This is of great significance for formulating targeted water-saving measures and optimizing water supply strategies. Through multi-dimensional analysis of the water consumption and location spaces of water-consuming nodes, the system can achieve a comprehensive grasp of these nodes. This includes classifying, comparing, and evaluating water-consuming nodes from multiple perspectives such as time, space, and water consumption. Through this multi-dimensional control, the system can more accurately identify potential water resource waste problems and develop corresponding solutions. Through the above process, the system can ensure that the determined usage scenarios are highly accurate. This accuracy is not only reflected in the accurate identification of the spaces where water-consuming nodes are located, but also in the in-depth understanding of the water usage requirements of water-consuming nodes. This helps the system to provide more personalized water-saving suggestions and optimization plans for different usage scenarios, thereby improving the utilization efficiency of water resources.

[0116] Furthermore, the water consumption data of each water-consuming node, the usage scenarios they are in (such as industrial areas, residential areas, agricultural areas, etc.), and the water supply information are correlated. This correlation is the basis for subsequent analysis and decision-making, and helps to understand the water usage requirements and water supply situations of water-consuming nodes under different usage scenarios. After correlating water consumption, usage scenarios, and water supply, the system can further analyze these data to determine the water consumption ratio of each water-consuming node. The water consumption ratio refers to the proportion of the water consumption of a certain water-consuming node in the total water consumption of the entire water supply system, which reflects the water usage efficiency and relative importance of this node in the system.

[0117] In the process of determining the water consumption ratio, the system needs to be compatible with and consider the three dimensions of water consumption, usage scenarios, and water supply as a whole. This means that the system not only needs to focus on the data of individual water-consuming nodes, but also understand the mutual relationships and influences among them. This overall consideration helps to reveal the commonalities and differences in water consumption behaviors under different usage scenarios, providing a scientific basis for formulating water-saving measures and optimizing water supply strategies.

[0118] Through multi-dimensional analysis of water consumption, usage scenarios, and water supply volume, the system can achieve comprehensive control over each water consumption node. This multi-dimensional control not only includes physical dimensions such as time and space but also assessment dimensions such as water use efficiency and water-saving potential. Through this control, the system can more accurately identify potential water resource waste problems and provide a basis for formulating targeted solutions. Through the above process, the system can ensure that the determined water consumption ratio is highly accurate. This accuracy is not only reflected in the accurate measurement of the water consumption of a single water consumption node but also in the in-depth understanding of the water consumption behavior of the entire water supply system. This helps the system provide more accurate water-saving suggestions and optimization plans for water consumption nodes under different usage scenarios, thereby improving the utilization efficiency of water resources.

[0119] Therefore, the length of the flowing path of tap water and the loss of underground pipelines are collected; based on the water consumption ratio of each water consumption node, the length of the flowing path of tap water, and the loss of underground pipelines, the floating range of the water supply volume of each water consumption node is determined. The water consumption ratio of each water consumption node, the length of the flowing path of tap water, and the loss of underground pipelines are introduced, and the water consumption ratio of each water consumption node, the length of the flowing path of tap water, and the loss of underground pipelines are considered as a whole, achieving multi-dimensional control of the water consumption ratio of each water consumption node, the length of the flowing path of tap water, and the loss of underground pipelines, ensuring accurate control of the floating range of the water supply volume of each water consumption node, and accommodating the consideration of the floating range of the water supply volume of each water consumption node.

[0120] Specifically, key data are collected, including the length of the flowing path of tap water from the water source to each water consumption node and the loss of underground pipelines on these paths. The length of the flowing path affects the resistance and energy consumption of the water flow, while the pipeline loss reflects the actual loss of water during transmission. These data are the basis for subsequent analysis and decision-making. After mastering the length of the flowing path of tap water, the loss of underground pipelines, and the water consumption ratio of each water consumption node, the system can comprehensively analyze these data to determine a reasonable floating range of water supply volume for each water consumption node. This range takes into account the physical losses during water flow, the differences in water use requirements of different nodes, and the overall stability of the water supply system.

[0121] In the process of determining the floating range of water supply volume, the system needs to introduce and comprehensively consider three key factors: water consumption ratio, flow path length, and pipeline loss. This means that the system not only needs to focus on the changes of individual factors but also understand the interactions and influences among them. This comprehensive consideration helps to more accurately reflect the actual situation of the water supply system and provides a scientific basis for formulating water-saving measures and optimizing water supply strategies. Through multi-dimensional analysis of the water consumption ratio, flow path length, and pipeline loss, the system can achieve a comprehensive control of the water supply volume. This control not only includes the direct measurement and monitoring of the water supply volume but also involves the evaluation of the overall performance, stability, and water-saving potential of the water supply system. Through this multi-dimensional control, the system can more accurately identify potential water resource waste problems and provide a basis for formulating targeted solutions.

[0122] Through the above process, the system can ensure that the floating range of water supply volume determined for each water consumption node has a high degree of accuracy. This accuracy is not only reflected in the accurate measurement of the water supply volume but also in the in-depth understanding of the overall performance of the water supply system. This helps the system to provide more accurate water supply strategies for water consumption nodes under different usage scenarios, thereby improving the utilization efficiency of water resources and reducing unnecessary waste. When determining the floating range of water supply volume, the system also needs to consider the compatibility of this range with other factors. For example, the floating range should be able to adapt to changes in water demand, the maintenance requirements of the water supply system, and the requirements of water-saving policies. By ensuring these compatibilities, the system can more flexibly adjust the water supply strategy in actual applications to cope with various challenges.

[0123] Reference Figure 7 , S16: If the actual water supply volume exceeds the floating range of the water supply volume of the corresponding water consumption node, then determine the excess amount of tap water based on the actual water supply volume and the floating range of the water supply volume of the water consumption node, construct a water volume scheduling system according to the excess amount of tap water, the corresponding tap water flow path, and the adjacent water consumption nodes, and trigger the autonomous scheduling of the water volume of tap water based on this water volume scheduling system;

[0124] In the specific implementation process of the present invention, the specific steps can be:

[0125] S161: Fix the floating range of the water supply volume of the water consumption node;

[0126] S162: Collect the actual water supply volume and conduct an online comparison of the actual water supply volume and the floating range of the water supply volume of the corresponding water consumption node;

[0127] S163: If the actual water supply volume exceeds the floating range of the water supply volume of the corresponding water consumption node, then compare the actual water supply volume and the floating range of the water supply volume of the water consumption node and determine the excess amount of tap water;

[0128] S164: Determine adjacent water-consuming nodes based on traversing the water-consuming nodes corresponding to the excess tap water volume;

[0129] S165: Associate the excess tap water volume, the corresponding tap water flow path, and the adjacent water-consuming nodes, and perform multiple interactions on the excess tap water volume, the corresponding tap water flow path, and the adjacent water-consuming nodes;

[0130] S166: Construct a water volume scheduling system based on the multiple interactions of the excess tap water volume, the corresponding tap water flow path, and the adjacent water-consuming nodes, and trigger the autonomous scheduling of the tap water volume based on this water volume scheduling system.

[0131] Specifically, a reasonable water supply floating range is set for each water-consuming node according to factors such as the historical water consumption data of the water-consuming node, the length of the tap water flow path, the loss of the underground pipeline, and the water consumption ratio of the node. This range takes into account both the normal water consumption needs of the node and reserves a certain buffer space to cope with fluctuations in water consumption. The system collects the actual water supply data of each water-consuming node in real time through sensors or other monitoring devices installed in the water supply network. These data reflect the actual water consumption situation of the node at a certain moment or during a certain period.

[0132] The system compares the collected actual water supply data with the water supply floating range of the corresponding water-consuming node in an online manner. This comparison is real-time, which means that the system can immediately detect whether the actual water supply exceeds the set floating range. If the actual water supply exceeds the range, the system can trigger an alarm or take corresponding control measures to ensure the stability of the water supply system and the water-saving effect. By comparing the actual water supply with the floating range online, the system can timely detect and respond to abnormal situations in the water supply process. This helps to reduce water resource waste, improve the efficiency of the water supply system, and ensure the normal water consumption needs of each water-consuming node. At the same time, this online comparison also provides a real-time feedback mechanism for the water volume control system, enabling it to continuously optimize and adjust the water supply strategy according to the actual situation.

[0133] Furthermore, when the system detects that the actual water supply of a certain water-consuming node exceeds its set water supply floating range, it will first compare the actual water supply with the floating range. This step is to confirm the excess water volume, that is, the excess tap water volume. Through comparison, the system can calculate the difference between the actual water supply and the upper limit of the floating range, which is the excess tap water volume. This excess volume reflects the excess water consumption of the water-consuming node at the current moment or during the current period.

[0134] The system will introduce the calculated excess tap water volume as a key parameter into the subsequent analysis and processing procedures. This parameter is an important basis for determining adjacent water-consuming nodes and adjusting the water supply strategy subsequently. The system will locate the corresponding water-consuming nodes based on the excess tap water volume and conduct traversal. The purpose of traversal is to understand the water usage situation of this node, including its water usage history, water usage patterns, and possible water usage anomalies, etc. The system will determine other water-consuming nodes adjacent to the water-consuming node corresponding to the excess volume based on factors such as geographical location and water supply network layout. These adjacent nodes may be affected by the excess volume or have some kind of association in water usage behavior with this node.

[0135] Therefore, associate the excess tap water volume, the corresponding tap water flow path, and the adjacent water-consuming nodes, and conduct multiple interactions on the excess tap water volume, the corresponding tap water flow path, and the adjacent water-consuming nodes; construct a water volume scheduling system according to the multiple interactions of the excess tap water volume, the corresponding tap water flow path, and the adjacent water-consuming nodes, which accommodates the overall consideration of the excess tap water volume, the corresponding tap water flow path, and the adjacent water-consuming nodes, realizes the multiple interactions of the excess tap water volume, the corresponding tap water flow path, and the adjacent water-consuming nodes, thus ensuring the accuracy of the water volume scheduling system, and then triggering the autonomous scheduling of the tap water volume based on this water volume scheduling system, ensuring the autonomous scheduling and balance control among multiple water-consuming nodes.

[0136] Specifically, the system first associates the three key elements: the excess tap water volume, the corresponding tap water flow path, and the adjacent water-consuming nodes. The excess tap water volume reflects water usage anomalies, the flow path reveals the transmission path of water flow, and the adjacent water-consuming nodes may be affected by the excess volume or have some kind of association with the excess volume. After associating these key elements, the system will conduct multiple interaction analyses on them. Such interactions may include spatial association analysis (such as geographical location, water supply network layout), temporal dynamic change analysis (such as water usage history, water usage trends), and causal relationship analysis (such as the impact of the excess volume on adjacent nodes), etc. Through these interaction analyses, the system can more deeply understand the interaction and influence among the elements.

[0137] Based on the results of multiple interaction analyses, the system constructs a water volume scheduling system. This system aims to formulate and adjust water supply strategies according to the comprehensive situation of the excess tap water volume, the corresponding flow paths, and the adjacent water-consuming nodes. It may include water volume allocation algorithms, suggestions for water-saving measures, optimization plans for the water supply network, etc. At the same time, when constructing the water volume scheduling system, the system needs to be compatible with and overall consider the three elements of the excess tap water volume, the corresponding flow paths, and the adjacent water-consuming nodes. This means that the system not only needs to pay attention to the changes of individual elements but also understand the mutual relationships and influences among them to ensure the rationality and effectiveness of the scheduling system. Through multiple interaction analyses and overall consideration, the system can ensure the accuracy of the water volume scheduling system. This accuracy is reflected in the sensitive capture of water volume changes, the dynamic adjustment of water supply strategies, and the effectiveness of the balance control among multiple water-consuming nodes.

[0138] Based on the constructed water volume scheduling system, the system can trigger the autonomous scheduling of tap water. This autonomous scheduling means that the system can automatically adjust the water supply strategy according to real-time data and analysis results to cope with abnormal water use and ensure the stability of the water supply system. It may include measures such as adjusting the water supply pressure, opening or closing valves, and optimizing the water supply path. At the same time as triggering the autonomous scheduling, the system also needs to ensure the balance control among multiple water-consuming nodes. This means that the system needs to ensure that when adjusting the water supply strategy, it will not cause the situation that some nodes use excessive water while other nodes are short of water. By comprehensively considering the water use demands and water supply capabilities of each node, the system can achieve the reasonable allocation of water volume and balance control.

[0139] Please refer to Figure 8 , Figure 8 which is a schematic diagram of the structural composition of the tap water volume scheduling system in the embodiment of the present invention.

[0140] As Figure 8 shown, a tap water volume scheduling system, the tap water volume scheduling system includes:

[0141] A water use area module 21 for determining the water use area based on the urban layout map and the underground pipeline;

[0142] A water consumption volume module 22 for determining the corresponding regional water consumption volume according to the detection of the water use area;

[0143] A water-consuming node module 23 for determining multiple water-consuming nodes in the water use area according to the regional water consumption volume, the tap water flow path, and the water consumption system;

[0144] A water supply volume module 24 for determining the water supply volume of each water-consuming node according to multiple water-consuming nodes in the water use area, the corresponding water consumption time period, and the load of the water supply system, and performing corresponding water supply to each water-consuming node;

[0145] The floating range module 25 is used to determine the water consumption ratio of each water-consuming node during the water supply process of each water-consuming node based on the water consumption of each water-consuming node, the corresponding usage scenario, and the water supply of each water-consuming node, and determine the floating range of the water supply of each water-consuming node according to the water consumption ratio of each water-consuming node, the length of the tap water flow path, and the loss of the underground pipeline;

[0146] The scheduling module 26 is used to, if the actual water supply exceeds the floating range of the water supply of the corresponding water-consuming node, determine the excess tap water volume based on the actual water supply and the floating range of the water supply of the water-consuming node, construct a water volume scheduling system according to the excess tap water volume, the corresponding tap water flow path, and the adjacent water-consuming nodes, and trigger the autonomous scheduling of the water volume of the tap water based on this water volume scheduling system.

[0147] Please refer to Figure 9 and, with reference to Figure 9 below, describe the electronic device 40 according to this embodiment of the present invention. Figure 9 The electronic device 40 shown is only an example and should not impose any limitations on the functions and usage scope of the embodiments of the present invention.

[0148] As Figure 9 shown, the electronic device 40 is presented in the form of a general computing device. The components of the electronic device 40 may include, but are not limited to: the above-mentioned at least one processing unit 41, the above-mentioned at least one storage unit 42, and a bus 43 connecting different system components (including the storage unit 42 and the processing unit 41).

[0149] Among them, the storage unit stores program code, and the program code can be executed by the processing unit 41, so that the processing unit 41 executes the steps according to various exemplary embodiments of the present invention described in the "Embodiment Method" part of this specification.

[0150] The storage unit 42 may include a readable medium in the form of a volatile storage unit, such as a random access storage unit (RAM) 421 and / or a cache storage unit 422, and may further include a read-only storage unit (ROM) 423.

[0151] The storage unit 42 may further include a program / utility 424 having a set (at least one) of program modules 425. Such program modules 425 include, but are not limited to: an operating system, one or more application programs, other program modules, and program data. The implementation of a network environment may be included in each or some combination of these examples.

[0152] The bus 43 can represent one or more of several types of bus architectures, including a memory unit bus or a memory unit controller, a peripheral bus, an Accelerated Graphics Port, a processing unit, or a local bus using any of the multiple bus architectures.

[0153] The electronic device 40 can also communicate with one or more external devices (such as a keyboard, a pointing device, a Bluetooth device, etc.), can also communicate with one or more devices that enable a user to interact with the electronic device 40, and / or can communicate with any device that enables the electronic device 40 to communicate with one or more other computing devices (such as a router, a modem, etc.). This kind of communication can be carried out through the input / output (I / O) interface 44. Moreover, the electronic device 40 can also communicate with one or more networks (such as a local area network (LAN), a wide area network (WAN), and / or a public network, such as the Internet) through the network adapter 45. As Figure 9 shown, the network adapter 45 communicates with other modules of the electronic device 40 through the bus 43. It should be understood that although Figure 9 not shown in the figure, other hardware and / or software modules can be used in combination with the electronic device 40, including but not limited to: microcode, device drivers, redundant processing units, external disk drive arrays, RAID systems, tape drives, and data backup planning systems, etc.

[0154] In addition, the above has introduced in detail the water volume scheduling method and system of tap water provided by the embodiments of the present invention. In this article, specific examples have been used to elaborate on the principle and implementation manner of the present invention. The description of the above embodiments is only used to help understand the method and its core idea of the present invention; for those of ordinary skill in the art, according to the idea of the present invention, there will be changes in the specific implementation manner and application scope. In summary, the content of this specification should not be construed as a limitation to the present invention.

Claims

1. A method for dispatching tap water, characterized in that: Applied to water volume scheduling scenarios for tap water; The method for dispatching the amount of tap water comprises: Determine water use areas based on town layout and underground pipes; Determine the water consumption of the corresponding area based on the detection of the water use area; Determine multiple water consumption nodes in the water use area based on regional water consumption, tap water flow path and water consumption system; the water consumption system covers various water use facilities, pipeline networks and possible leakage points in the water use area; determine the first node parameter based on regional water consumption and tap water flow path, and determine the second node parameter based on regional water consumption and water consumption system; determine multiple water consumption nodes in the water use area based on the first node parameter, the second node parameter and multiple interactions of the water use area; the first node parameter includes flow, pressure and water quality; the second node parameter includes water consumption of water use facilities, leakage rate of pipeline network and water quality change; Determine the water supply volume of each water consumption node according to multiple water consumption nodes in the water use area, the corresponding water consumption time period and the load of the water supply system, and supply water to each water consumption node accordingly; In the water supply process of each water consumption node, the water consumption ratio of each water consumption node is determined based on the water consumption of each water consumption node, the corresponding usage scenario, and the water supply of each water consumption node. The floating range of the water supply of each water consumption node is determined according to the water consumption ratio of each water consumption node, the length of the tap water flow path, and the loss of the underground pipeline; If the actual water supply exceeds the floating range of the water supply of the corresponding water consumption node, the excess tap water is determined based on the actual water supply and the floating range of the water supply of the water consumption node. A water scheduling system is constructed according to the excess tap water, the corresponding tap water flow path and the adjacent water consumption nodes, and the autonomous scheduling of the tap water is triggered based on the water scheduling system.

2. The method for dispatching tap water according to claim 1, characterized in that: The water use area is determined based on the town layout map and underground pipelines, including: Collect town layout maps; Determine the residential part by traversing the town layout map; Identify underground pipes based on residential areas and pipe connection diagrams; Associated town layouts and underground pipes; Determine water use areas based on town layout and underground pipes.

3. The method for dispatching tap water according to claim 2, characterized in that: Determining the corresponding regional water consumption according to the detection of the water-using area includes: Fixed water use area; Divide into multiple sub-water use areas based on water use areas and tap water use methods; Matching corresponding detection models according to multiple sub-water use areas, corresponding locations and connectivity relationship tables; Associating water use areas and testing models; Determine the corresponding regional water consumption based on the water use area and detection model.

4. The method for dispatching tap water according to claim 3, characterized in that: The method of determining a plurality of water consumption nodes in a water use area according to regional water consumption, a tap water flow path, and a water consumption system includes: Water consumption in fixed area; Determine the water flow path based on multiple interactions of multiple water use sub-areas and pipe connection diagrams; Associated regional water consumption, water flow paths and water consumption systems.

5. The method for dispatching tap water according to claim 4, characterized in that: The method of determining the water supply amount of each water consumption node according to the multiple water consumption nodes in the water use area, the corresponding water consumption time period and the load of the water supply system, and supplying water to each water consumption node accordingly includes: Multiple water consumption nodes in fixed water use areas; Determine the water supply system based on the tracing of water use areas; Determining the load of the water supply system based on online detection of the water supply system; Associating multiple water consumption nodes in a water use area, corresponding water consumption time periods, and the load of a water supply system, and performing multiple interactions on multiple water consumption nodes in a water use area, corresponding water consumption time periods, and the load of a water supply system; The water supply of each water consumption node is determined based on multiple interactions among multiple water consumption nodes in the water use area, corresponding water consumption time periods, and the load of the water supply system, and each water consumption node is triggered to perform corresponding water supply according to the water supply of each water consumption node.

6. The method for dispatching tap water according to claim 5, characterized in that: In the water supply process of each water consumption node, the water consumption ratio of each water consumption node is determined based on the water consumption of each water consumption node, the corresponding usage scenario, and the water supply of each water consumption node, and the floating range of the water supply of each water consumption node is determined according to the water consumption ratio of each water consumption node, the length of the tap water flow path, and the loss of the underground pipeline, including: Real-time monitoring of the water supply process of each water consumption node; During the water supply process of each water consumption node, each water consumption node is monitored to collect the water consumption of each water consumption node and the water supply of each water consumption node; Determine the corresponding usage scenario based on the water consumption of each water consumption node and the space where the water consumption node is located; The water consumption of each water consumption node, the corresponding usage scenario, and the water supply of each water consumption node are associated, and the water consumption ratio of each water consumption node is determined according to the water consumption of each water consumption node, the corresponding usage scenario, and the water supply of each water consumption node.

7. The method for dispatching tap water according to claim 6, characterized in that: In the water supply process of each water consumption node, the water consumption ratio of each water consumption node is determined based on the water consumption of each water consumption node, the corresponding usage scenario, and the water supply of each water consumption node, and the floating range of the water supply of each water consumption node is determined according to the water consumption ratio of each water consumption node, the length of the tap water flow path, and the loss of the underground pipeline, and further includes: Collect the length of the tap water flow path and the loss of underground pipes; The floating range of water supply of each water consumption node is determined based on the water consumption ratio of each water consumption node, the length of the tap water flow path and the loss of the underground pipeline.

8. The method for dispatching tap water according to claim 7, characterized in that: If the actual water supply exceeds the floating range of the water supply of the corresponding water consumption node, the excess amount of tap water is determined based on the actual water supply and the floating range of the water supply of the water consumption node, a water scheduling system is constructed according to the excess amount of tap water, the corresponding tap water flow path and the adjacent water consumption nodes, and the autonomous scheduling of the tap water is triggered based on the water scheduling system, including: The floating range of water supply of fixed water consumption nodes; Collect the actual water supply and make online comparison between the actual water supply and the floating range of the water supply of the corresponding water consumption nodes; If the actual water supply exceeds the floating range of the water supply of the corresponding water consumption node, the actual water supply and the floating range of the water supply of the water consumption node are compared to determine the excess amount of tap water.

9. The method for dispatching tap water according to claim 8, characterized in that: If the actual water supply exceeds the floating range of the water supply of the corresponding water consumption node, the excess amount of tap water is determined based on the actual water supply and the floating range of the water supply of the water consumption node, a water scheduling system is constructed according to the excess amount of tap water, the corresponding tap water flow path and the adjacent water consumption nodes, and the autonomous scheduling of the tap water is triggered based on the water scheduling system, which also includes: Determining adjacent water consumption nodes based on traversing the water consumption nodes corresponding to the excess amount of tap water; Associating the excess amount of tap water, the corresponding tap water flow path and the adjacent water consumption nodes, and performing multiple interactions on the excess amount of tap water, the corresponding tap water flow path and the adjacent water consumption nodes; A water scheduling system is constructed according to the multiple interactions of the excess tap water, the corresponding tap water flow path and the adjacent water consumption nodes, and autonomous scheduling of the tap water volume is triggered based on the water scheduling system.

10. A tap water dispatching system, characterized in that: The water quantity dispatching system of tap water is applied to the water quantity dispatching method of tap water as claimed in any one of claims 1 to 9, and the water quantity dispatching system of tap water comprises: The water use area module is used to determine the water use area based on the town layout map and underground pipelines; A water consumption module, used to determine the water consumption of a corresponding area according to the detection of the water use area; The water consumption node module is used to determine multiple water consumption nodes in the water use area according to the regional water consumption, the flow path of tap water and the water consumption system; the water consumption system covers various water use facilities, pipeline networks and possible leakage points in the water use area; the first node parameter is determined based on the regional water consumption and the flow path of tap water, and the second node parameter is determined based on the regional water consumption and the water consumption system; multiple water consumption nodes in the water use area are determined according to the first node parameter, the second node parameter and multiple interactions of the water use area; the first node parameter includes flow, pressure and water quality; the second node parameter includes the water consumption of the water use facility, the leakage rate of the pipeline network and the change of water quality; A water supply module is used to determine the water supply of each water consumption node according to multiple water consumption nodes in the water use area, the corresponding water consumption time period and the load of the water supply system, and to supply water to each water consumption node accordingly; The floating range module is used to determine the water consumption ratio of each water consumption node based on the water consumption of each water consumption node, the corresponding usage scenario, and the water supply of each water consumption node during the water supply process of each water consumption node, and determine the floating range of the water supply of each water consumption node according to the water consumption ratio of each water consumption node, the length of the tap water flow path, and the loss of the underground pipeline; The scheduling module is used to determine the excess amount of tap water based on the actual water supply and the floating range of the water supply of the water consumption node if the actual water supply exceeds the floating range of the water supply of the corresponding water consumption node, build a water scheduling system according to the excess amount of tap water, the corresponding tap water flow path and the adjacent water consumption nodes, and trigger the autonomous scheduling of the tap water based on the water scheduling system.

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