Tap water volume scheduling method and system

Abstract

The invention discloses a tap water quantity scheduling method and system, and the method comprises the steps: determining the water supply quantity of each water consumption node according to a plurality of water consumption nodes of a water consumption region, a corresponding water consumption time period, and the load of a water supply system; multi-dimensional control over the multiple water consumption nodes in the water consumption area, the corresponding water consumption time periods and the load of the water supply system is achieved, and the accuracy of the water supply amount of all the water consumption nodes is guaranteed. Further, in the water supply process of each water consumption node, the floating range of the water supply amount of each water consumption node is determined according to the water consumption proportion of each water consumption node, the length of the tap water flowing path and the loss amount of the underground pipeline; according to the tap water excess, the corresponding tap water flowing path and the adjacent water consumption nodes, the water volume scheduling system is constructed, the accuracy of the water volume scheduling system is guaranteed, then autonomous scheduling of the water volume of the tap water is triggered based on the water volume scheduling system, and autonomous scheduling and balanced management and control among the multiple water consumption nodes are guaranteed.

Description

Technical Field

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

[0002] With the development of science and technology, tap water is used in people's lives and is widely used in water-using areas, which are people's living areas, industrial areas or natural areas. Tap water is discharged from the water supply system and enters various water-consuming nodes along the tap water flow path. Since the existing tap water volume control method usually makes a preliminary assessment of the water supply of each water-consuming node based on previous data and performs single-dimensional control, this method cannot guarantee the accuracy of the water supply of each water-consuming node and cannot achieve autonomous scheduling between multiple water-consuming nodes. Summary of the invention

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

[0004] In addition, an embodiment of the present invention further provides a water quantity dispatching system for tap water, the water quantity dispatching system for tap water comprising: 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; A water consumption node module is used to determine multiple water consumption nodes in a water use area based on regional water consumption, tap water flow path, and water consumption system; 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.

[0005] The present invention provides a method for scheduling water supply of tap water, which determines 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, thereby realizing multi-dimensional control of multiple water consumption nodes in the water use area, the corresponding water consumption time period and the load of the water supply system, and ensuring the accuracy of the water supply of each water consumption node. Furthermore, in the water supply process 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; a water scheduling system is constructed according to the excess tap water, the corresponding tap water flow path and the adjacent water consumption nodes, ensuring the accuracy of the water scheduling system, and then triggering the autonomous scheduling of the water supply of tap water based on the water scheduling system, ensuring the autonomous scheduling and balance control between multiple water consumption nodes. BRIEF DESCRIPTION OF THE DRAWINGS

[0006] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0007] Figure 1 is a flow chart of a method for dispatching tap water in an embodiment of the present invention; Figure 2is a flow chart of S11 in the method for dispatching water volume of tap water in an embodiment of the present invention; Figure 3 is a flow chart of S12 in the method for scheduling water volume of tap water in an embodiment of the present invention; Figure 4 is a flow chart of S13 in the method for scheduling water volume of tap water in an embodiment of the present invention; Figure 5 is a flow chart of S14 in the method for dispatching water volume of tap water in an embodiment of the present invention; Figure 6 is a flow chart of S15 in the method for scheduling water volume of tap water in an embodiment of the present invention; Figure 7 is a flow chart of S16 in the method for scheduling water volume of tap water in an embodiment of the present invention; Figure 8 Schematic diagram of the structure of the water quantity dispatching system of the tap water in the embodiment of the present invention; Fig. 9 The figure is a hardware diagram of an electronic device according to an exemplary embodiment. DETAILED DESCRIPTION

[0008] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0009] See also Figures 1 to 9 , a tap water quantity dispatching method is applied to the tap water quantity dispatching scenario; the tap water quantity dispatching method includes: Step S11: Determine the water use area based on the town layout map and underground pipelines; Step S12: determining the water consumption of the corresponding area according to the detection of the water use area; Step S13: determining a plurality of 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; Step S14: determining the water supply 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; Step S15: during 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; Step S16: 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, and 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.

[0010] refer to Figure 2 , in step S11, the water use area is determined based on the town layout map and underground pipelines; In the specific implementation process of the present invention, the specific steps may be: S111: Collect town layout map; S112: Determine the residential area according to the traversal of the town layout map; S113: Determine the underground pipeline based on the residential area and the pipeline connection diagram; S114: Associated town layout and underground pipelines; S115: Determine the water use area based on the town layout map and underground pipelines.

[0011] In an embodiment of the present application, a town layout map is collected and introduced to control the town layout map. At the same time, the residential part is determined based on the traversal of the town layout map, and the traversal of the town layout map is realized, ensuring the accuracy of the residential part, so as to further control the residential part.

[0012] Specifically, collecting town layout maps refers to obtaining the geographic layout information of the town, which is usually presented in the form of a map, including 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; the collected town layout maps are integrated into the water volume control software to make it a 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 in the software.

[0013] 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 annotation, allowing users to flexibly browse and analyze the layout map as needed. In addition, management and control may also involve updating and maintaining data to ensure the accuracy and timeliness of the layout map information. Through algorithms or manual operations, the layout map is traversed, that is, each part of the layout map is checked one by one. During the traversal process, residential areas are identified and determined based on the characteristics of the layout map (such as building density, road network, etc.). This step is key to identifying and managing water needs, as residential areas are usually the main source of water consumption.

[0014] At the same time, all relevant parts of the layout have been checked and evaluated. This is the basis for ensuring the accuracy of the residential part. By traversing the layout and determining the residential part, the software is able to accurately identify and mark the residential area. This accuracy is crucial for subsequent water management, as it directly affects the accuracy and effectiveness of functions such as water allocation, anomaly detection, and data analysis. Finally, by introducing and controlling the layout and determining the accuracy of the residential part, the software provides users with a powerful tool to further control the residential part. This includes monitoring water consumption, predicting demand changes, optimizing resource allocation, and responding to abnormal situations in a timely manner.

[0015] Therefore, the underground pipelines are determined based on the residential part and the pipeline connection diagram. The residential part and the pipeline connection diagram are introduced, which is compatible with the overall consideration of the residential part and the pipeline connection diagram, realizes the multi-dimensional control of the residential part and the pipeline connection diagram, and ensures the accuracy of the underground pipelines.

[0016] Specifically, in the water volume control system, underground pipelines are a key component of water resource transportation. In order to accurately determine the location, direction and connection relationship of these pipelines, the system needs to comprehensively consider the information of the residential area (such as population density, water demand, etc.) and the pipeline connection diagram (that is, the actual layout and connection method of the pipeline network). The information of the residential area helps to predict and plan water consumption, while the pipeline connection diagram provides detailed information on the physical layout of the pipeline. By combining these two aspects of information, the system can more accurately determine the configuration of underground pipelines to meet the water demand of the residential area.

[0017] During the system design phase, residential and pipeline connection diagrams are used as key data inputs. This means that the system needs to be able to read, parse and store these graphics and data information. To achieve this, the system may use geographic information system (GIS) technology to digitally represent and process this information. By introducing these graphics and data, the system is able to build a comprehensive water quantity control model that includes detailed information about residential areas and pipeline networks. When designing a water quantity control system, it is necessary to ensure that the system is compatible with and processes the overall information of residential parts and pipeline connection diagrams. This means that the system not only focuses on a single pipeline or residential area, but also considers the interactions and dependencies between these elements from a global perspective. For example, the system may need to consider how the water demand of different residential areas affects the flow and pressure distribution of the pipeline network, and how the layout of the pipeline network affects the distribution and delivery efficiency of water resources.

[0018] In order to effectively manage the residential part and the pipeline connection diagram, the system needs to support multi-dimensional control. This includes time dimensions (such as the comparison of real-time data with historical data), spatial dimensions (such as differences in water use between different geographical areas), and attribute dimensions (such as the material, diameter, and flow rate of different pipes). Through multi-dimensional control, the system can provide a more comprehensive view of water volume control, helping managers to better understand and manage the complex relationship between the residential part 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, direction, and connection relationship of the pipelines, and how they meet the water demand of the residential part. This accuracy is crucial to 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 towns.

[0019] Furthermore, in the water quantity control system, town layout map and underground pipelines are two core elements. The town layout map provides information on the physical structure and functional areas of the town, such as residential areas, commercial areas, industrial areas, etc., which is crucial to understanding the water demand and patterns of different areas. Underground pipelines are the infrastructure for water resource transportation, responsible for transporting water from the water source to various water points. Linking the two means that the system can combine geospatial information with the actual layout of the pipeline network to form a comprehensive water quantity control view. By linking the town layout map and underground pipelines, the system can more accurately determine the water use areas. These areas are determined based on a combination of factors such as population distribution, water demand, pipeline layout and transportation capacity. For example, the system can identify which residential areas are close to water sources, which areas may face insufficient water supply pressure, and which pipeline networks may need to be optimized or upgraded to meet future water demand.

[0020] In the water quantity control system, multiple interactions between the town layout and underground pipes are key. This means that the system not only displays this information, but also allows users to interact, such as zooming in, out, and panning the layout, selecting specific pipes or areas for detailed viewing, and simulating water demand and pipeline transportation under different conditions. This interactivity allows managers to have a deeper understanding of the town's water use and make more informed decisions. By linking the town layout and underground pipes and enabling multiple interactions, the water quantity control system can ensure accurate control of water use areas. This means that the system can monitor and analyze water demand, pipeline status, and water resource allocation in real time, and promptly identify and solve potential problems. For example, the system can predict which areas may face water shortages within a specific time period, so as to take measures in advance to adjust and optimize. In addition, through accurate control of water use areas, the system can also help managers develop more effective water resource management strategies, such as water conservation measures, pipeline maintenance and upgrade plans, etc.

[0021] refer to Figure 3 , in step S12, the water consumption of the corresponding area is determined according to the detection of the water-using area; In the specific implementation process of the present invention, the specific steps may be: S121: Fixed water use area; S122: Divide into multiple sub-water use areas based on the water use area and the way of using tap water; S123: matching corresponding detection models according to multiple sub-water use areas, corresponding positions and connectivity relationship tables; S124: Associating water use areas and detection models; S125: Determine the water consumption of the corresponding area according to the water use area and the detection model.

[0022] In an embodiment of the present application, in the water volume control system, it is first necessary to clarify and freeze the water use areas. This is usually determined based on a comprehensive combination of factors such as the town layout map, population distribution, and water demand. The freezing of water use areas is the basis of water volume management and planning, which helps managers to have a clearer understanding of the water use conditions and needs in different areas. The frozen water use areas are included in the water volume control system as 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.

[0023] After the water use area is introduced, the system needs to further control and manage it. This includes real-time monitoring of water consumption, analysis of water use trends, prediction of future demand, detection of abnormal situations, etc. Through these measures, the system can ensure the stable operation of the water use area and promptly identify and solve potential problems. In order to manage water resources more finely, the system needs to further divide multiple sub-water use areas based on water use areas and tap water use methods. These sub-water use areas may be divided according to factors such as the nature of water use (such as residential water use, industrial water use, agricultural water use, etc.), water use scale (such as large communities, small industrial areas, etc.) or water use time (such as peak period, trough period).

[0024] When dividing sub-water use areas, the system needs to comprehensively consider the overall situation of the water use area and the specific needs of the water use channels. This includes the differences in water use between different areas, the competition for water resources between different use channels, and the changing trend of water demand in the future. Through overall consideration, the system can ensure that the division of sub-water use areas is both in line with actual needs and forward-looking. The system has achieved all-round control of water use areas and water use channels by introducing multi-dimensional data and analysis tools. This includes time dimensions (such as the comparison of real-time data and historical data), spatial dimensions (such as water use differences between different sub-water use areas), attribute dimensions (such as water use volume and water use efficiency of different use channels), etc. Through multi-dimensional control, the system can provide a more comprehensive view of water volume management, helping managers to better understand and manage the complex relationship between water use areas and water use channels. 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 demand and characteristics, while maintaining 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 use of water resources.

[0025] Therefore, in the water quantity control system, different sub-water use areas may need to use different detection models to monitor and manage water resources due to differences in their geographical location, water demand, water resource conditions and other factors. 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 location relationship and connectivity relationship (such as the connection 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 conditions of sub-water use areas in real time.

[0026] In order to achieve the above matching process, the system needs to introduce information about multiple sub-water use areas, including their specific locations, boundary ranges, water use properties, etc. At the same time, the system also needs to obtain a connectivity table between these sub-water use areas, which describes in detail how different sub-water use areas are connected and water resources are transported through the pipeline network. This information is the basis of the system matching detection model.

[0027] After introducing this information, the system needs to control and manage it in multiple dimensions. This includes verifying the accuracy and completeness of the information, ensuring that the positional relationship and connectivity relationship between different sub-water use areas are clearly described and correct. In addition, the system also needs to consider the mutual influence and dependency between different sub-water use areas, as well as the possible changes in their water demand in the future. Through multi-dimensional control, the system can more comprehensively understand and manage multiple sub-water use areas and their connectivity. By matching the detection model according to multiple sub-water use areas, corresponding locations, and connectivity tables, and controlling it in multiple dimensions, 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, and promptly discover and deal with potential problems. At the same time, because the system takes into account the mutual influence and dependency between different sub-water use areas, the selected detection model can also better adapt to future changes in water demand, providing strong support for the stable operation of the water volume control system.

[0028] Specifically, in the water volume control system, water use areas and detection models are two key elements. Water use areas represent different geographical and functional divisions, each with its own specific water use needs and patterns. Detection models are tools used to monitor and analyze these water use needs and patterns. They can collect and process data in real time to provide accurate information about water use conditions. Associating water use areas and detection models means that the system can apply specific detection models to corresponding water use areas in order to more accurately understand and manage water use in these areas.

[0029] Once the water use areas are associated with the detection models, the system can use these models to monitor and analyze water consumption in different water use areas in real time. The detection model collects data on water use, water use efficiency, water use patterns, etc., and processes this data through algorithms to calculate the water consumption of each water use area. This calculation method takes into account multiple factors such as weather conditions, population density, industrial structure, etc., thereby providing more accurate water consumption estimates.

[0030] In order to achieve the above process, the system needs to introduce relevant information about water use areas and detection models. This includes the boundaries of water use areas, water use properties, historical water use data, etc., as well as the types, parameters, data sources, etc. of detection models. This information is the basis for the system to establish associations and perform calculations. In the process of associating and determining water consumption, the system needs to consider water use areas and detection models as a whole. This means that the system should not only pay attention to the situation of a single water use area or detection model, but also consider the relationship and influence between them. For example, the water consumption of a water use area may be affected by the water use pattern of an adjacent area, and the accuracy of a detection model may be limited by the quality of the data source or the algorithm parameters. By considering the whole, the system can more comprehensively understand and manage the relationship between water use areas and detection models.

[0031] In order to achieve accurate regional water consumption calculation, the system needs to support multiple interactions between water use 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 use areas and adjust the parameters and algorithms of the detection model in a timely manner to ensure the accuracy and timeliness of the calculation. 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 use areas in real time and accurately, providing managers with reliable data support. This accuracy is of great significance for formulating reasonable water resources management strategies, optimizing water resources allocation, and reducing leakage rates.

[0032] refer to Figure 4 , in step S13, in the cleaning space of the floor, multiple water consumption nodes of the water use area are determined according to the regional water consumption, the flow path of the tap water, and the water consumption system; In the specific implementation process of the present invention, the specific steps may be: S131: water consumption in fixed area; S132: Determine a tap water flow path based on multiple interactions of multiple sub-water use areas and pipeline connection diagrams; S133: Water consumption in related areas, water flow paths and water consumption systems; S134: determining a first node parameter based on regional water consumption and a tap water flow path, and determining a second node parameter based on regional water consumption and a water consumption system; S135: Determine multiple water consumption nodes in the water use area according to the first node parameter, the second node parameter, and multiple interactions of the water use area.

[0033] In an embodiment of the present application, for the water volume control system, it is first necessary to clarify and freeze the water consumption of each water use area. This is usually determined based on a comprehensive combination of factors such as historical water use data, water use trend analysis, and future demand forecasts. Freezing regional water consumption is the basis of water management. It helps managers to have a clearer understanding of the water use conditions and needs of different regions, so as to formulate reasonable water resource management strategies. The frozen regional water consumption is included in the water volume control system as a core management indicator. This means that the system needs to be able to monitor, analyze and record the water consumption data of each water use area in real time, including real-time water consumption, historical water consumption, peak water consumption, etc.

[0034] After the regional water consumption is introduced, the system needs to effectively control it. This includes setting water consumption thresholds, monitoring abnormal water consumption, predicting future water consumption trends, and formulating water-saving measures. By controlling regional water consumption, the system can ensure the rational use of water resources, reduce leakage rates, and improve water supply efficiency. In order to manage water resources more accurately, the system needs to determine the flow path of tap water based on multiple sub-water use areas and pipeline connection diagrams. This usually involves a detailed analysis of the pipeline network, including parameters such as pipe diameter, material, flow direction, and pressure. Through multiple interactions (such as data input, model simulation, result visualization, etc.), the system can simulate and predict the flow of tap water under different conditions, thereby determining the most reasonable flow path.

[0035] To achieve the above process, the system needs to support multiple interactions between multiple sub-water use areas and pipeline connection diagrams. 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 use areas and pipeline networks to ensure 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 flow of tap water in real time and accurately, providing managers with reliable information on water resource allocation and delivery.

[0036] Furthermore, the regional water consumption, tap water flow path and water consumption system are associated; the first node parameter is determined based on the regional water consumption and the tap water flow path, 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, which is compatible with 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 use area.

[0037] In the water quantity control system, regional water consumption, tap water flow path and water consumption system are three core elements. Regional water consumption represents the water demand of different water use areas; the tap water flow path describes the transmission process of water resources from the source to the water use area; the water consumption system covers various water use facilities, pipeline networks and possible leakage points in the water use area. Associating these three elements means that the system needs to comprehensively consider the relationship and influence between them to ensure the rational allocation and efficient use of water resources. The system first needs to determine the first node parameters based on regional water consumption and tap water flow path. These parameters may include key indicators such as flow, pressure, water quality, etc., which play a vital role in the flow of tap water. By monitoring and analyzing these parameters, the system can understand the flow status of tap water in real time and whether it meets the needs of the water use area.

[0038] In addition to considering the flow path of tap water, the system also needs to determine the second node parameters based on the regional water consumption and water consumption system. These parameters may include the water consumption of water-using facilities, the leakage rate of the pipeline network, water quality changes, etc. By monitoring these parameters, the system can evaluate the efficiency of water resource utilization in the water-using 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 conditions of the water-using area to determine multiple water-consuming nodes. Water-consuming nodes may include high-water-consuming facilities, pipeline sections with severe leakage, water-using points with abnormal water quality, etc. Through multiple interactions (such as data analysis, model simulation, on-site investigation, etc.), the system can accurately identify these water-consuming nodes and provide strong support for subsequent water-saving measures and improvement plans.

[0039] When determining multiple water consumption nodes in a water-using area, the system needs to be compatible with the overall consideration of regional water consumption, tap water flow paths, and water consumption systems. This means that the system must not only pay attention to the situation of individual elements, but also consider the relationship and impact between them. Through overall consideration, the system can have a more comprehensive understanding of the water consumption status and needs of the water-using area, so as to formulate a more reasonable and effective water resources management strategy. Through the comprehensive application of the above steps and technologies, the water volume control system realizes multi-dimensional control of regional water consumption, tap water flow paths, and water consumption systems. This means that the system can monitor and manage water resources from multiple angles and levels to ensure the rational allocation, efficient use, and environmental protection of water resources.

[0040] refer to Figure 5 , S14: determining the water supply 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; In the specific implementation process of the present invention, the specific steps may be: S141: multiple water consumption nodes in the fixed water use area; S142: Determine the water supply system based on the tracing of water use areas; S143: Determine the load of the water supply system based on the online detection of the water supply system; S144: associating a plurality of water consumption nodes in the water use area, corresponding water consumption time periods, and a load of the water supply system, and performing multiple interactions on the plurality of water consumption nodes in the water use area, corresponding water consumption time periods, and a load of the water supply system; S145: Determine the water supply of each water consumption node 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 trigger each water consumption node to perform corresponding water supply according to the water supply of each water consumption node.

[0041] In the water volume control system, it is first necessary to identify multiple water consumption nodes within the water use area. Water consumption nodes may include various water use facilities, pipeline connection points, leakage areas, etc., which are key factors leading to water resource consumption and waste. Through detailed investigation and analysis, the system can determine the specific location, water consumption and potential water saving opportunities of these water consumption nodes. Once the water consumption nodes are identified, 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 use of these water consumption nodes in real time, including key indicators such as water consumption, water use time, and water quality. This real-time monitoring helps to timely discover and solve water use problems and improve the efficiency of water resource utilization.

[0042] After the water consumption nodes are introduced, the system needs to effectively control them. This includes setting water consumption thresholds, monitoring abnormal water consumption, and implementing water-saving measures. By controlling the water consumption nodes, the system can ensure the rational allocation and efficient use of water resources, reduce leakage and waste. In order to achieve more accurate water resource management, the system needs to determine the water supply system based on the tracing of water use areas. The tracing process may involve analysis of historical water use data, detailed investigation of the pipeline network, and on-site inspection of water supply facilities.

[0043] Through tracing, the system can clearly understand the source of water resources, the transmission path, and the final water use, so as to determine the structure and function of the water supply system. Through the above tracing process, the system can achieve comprehensive tracing of water use areas and ensure the accuracy of the water supply system. This means that the system can accurately describe the various links and components 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 structure of the water supply network, and improving water supply efficiency.

[0044] After the water supply system is determined, the system needs to effectively manage and control it. This includes monitoring the operating status of the water supply system, predicting future water demand, and formulating emergency water supply plans. By managing and controlling the water supply system, the system can ensure a stable supply and efficient use of water resources, meet the needs of the water-using area, and reduce potential risks.

[0045] Therefore, the load of the water supply system is determined based on the online detection of the water supply system, which realizes the online detection of the water supply system and ensures the accuracy of the load of the water supply system. At the same time, multiple water consumption nodes in the water use area, the corresponding water consumption time period and the load of the water supply system are associated, and multiple water consumption nodes in the water use area, the corresponding water consumption time period and the load of the water supply system are multiple interacted, realizing multiple water consumption nodes in the water use area, the corresponding water consumption time period and the load of the water supply system.

[0046] Specifically, online detection of the water supply system is a real-time, continuous detection method used to monitor the operating status of the water supply system. Through online detection, the system can obtain key parameters such as pressure, flow, water quality, etc. of the water supply system in real time, so as to accurately judge the load of the water supply system. Load usually refers to the pressure and flow that the water supply system bears to meet water demand. Through online detection, the accuracy of the water supply system load can be ensured, providing a reliable basis for subsequent management and regulation. The realization of online detection of the water supply system requires 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 promptly discover and solve potential problems.

[0047] 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 saving and consumption reduction of the water supply system. In order to have a more comprehensive understanding of 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 in the water use area, which have different water consumption in different time periods. By associating water consumption nodes, water consumption time periods with the water supply system load, the inherent connection and mutual influence between them can be revealed.

[0048] Multiple interactions refer to complex interactive processes at different levels, in different dimensions, and in different time periods. In the water volume control system, multiple interactive analyses are required for 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 changing trends in different time periods. Through multiple interactive analysis, the system can achieve comprehensive correlation and dynamic analysis between 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 operating status and water 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, and improving water supply efficiency.

[0049] Furthermore, real-time data of multiple water consumption nodes in the water-using area are collected, including water consumption, water consumption time period, etc. At the same time, the system also needs to monitor the load of the water supply system in real time, that is, key parameters such as pressure and flow 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 demand of different water consumption nodes in different time periods and the load capacity of the water supply system. Based on this information, the system calculates the reasonable water supply of each water consumption node in different time periods through multiple interactive algorithms. Once the water supply of each water consumption node is determined, the system needs to trigger the corresponding water supply operation based on these water supplies. This usually involves adjusting parameters such as the pump speed and valve opening 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. This process requires a high degree of automation and intelligence to ensure the timeliness and accuracy of water supply.

[0050] In order to achieve the above process, the system must be able to introduce and process multiple interactive information of multiple water consumption nodes in the water use area, the corresponding water consumption time period, and the load of the water supply system. This means that the system needs to have strong data acquisition, processing and analysis capabilities, as well as flexible algorithm models to cope with complex water demand and water supply system load changes. By introducing multiple interactive information and adopting advanced algorithm models, the system can achieve precise control of the water supply of each water consumption node. This not only helps to meet the actual water demand of the water use area, but also effectively avoids the waste of water resources and the 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 real-time calculated water supply to ensure that each water consumption node can obtain the required amount of water. This real-time response capability is crucial to improving the efficiency of the water supply system and user satisfaction.

[0051] At the same time, it is compatible with multiple water consumption nodes in the water use area, the corresponding water consumption time periods and the load of the water supply system, and takes overall consideration of the multiple water consumption nodes in the water use area, the corresponding water consumption time periods and the load of the water supply system, realizing multi-dimensional control of the multiple water consumption nodes in the water use area, the corresponding water consumption time periods and the load of the water supply system, ensuring the accuracy of the water supply of each water consumption node, thereby providing corresponding water supply to each water consumption node.

[0052] refer to Figure 6 , S15: 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; In the specific implementation process of the present invention, the specific steps may be: S151: real-time monitoring of the water supply process of each water consumption node; S152: 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; S153: determining a corresponding usage scenario based on the water consumption of each water consumption node and the space where the water consumption node is located; S154: Associating the water consumption of each water consumption node, the corresponding usage scenario, and the water supply of each water consumption node, and determining the water consumption ratio of each water consumption node according to the water consumption of each water consumption node, the corresponding usage scenario, and the water supply of each water consumption node; S155: Collect the length of the tap water flow path and the loss of the underground pipeline; S156: Determine the floating range of the water supply 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 of the underground pipeline.

[0053] In an embodiment of the present application, the water supply process of each water-consuming node can be monitored in real time by installing sensors and other monitoring equipment in the water pipe network. This includes monitoring key parameters such as water flow rate, pressure, water quality, and the operating status of the water supply system. Real-time monitoring helps to promptly detect abnormalities or potential problems in the water supply process and ensure the stability and reliability of the water supply system. On the basis of real-time monitoring, the system needs to conduct subsequent control of the water supply process of each water-consuming node. This includes adjusting the water supply strategy according to real-time data, optimizing the water supply network structure, and implementing water-saving measures. Through subsequent control, the system can ensure the efficiency and sustainability of the water supply process while meeting the actual needs of the water-using area.

[0054] During the water supply process, the system needs to continuously monitor each water consumption node to collect its water consumption and supply data. These data are important bases for evaluating water supply efficiency, identifying water leakage points, and formulating water-saving measures. Through data collection, the system can establish a complete water use database to provide support for subsequent analysis and decision-making. The collected water consumption and water supply data of each water consumption node are introduced 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 water supply strategies. Based on the collected data, the system needs to control the water consumption and water supply of each water consumption node. This includes setting reasonable water use thresholds, monitoring abnormal water use, and implementing water-saving measures. 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.

[0055] 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 between space and water consumption, the system can more accurately understand the water demand and patterns of different regions.

[0056] In the process of determining the usage scenario, the system needs to consider both the water consumption and the spatial location of the water consumption node. This means that the system needs to be able to process and integrate these two types of data to form a comprehensive water use profile. This compatibility ensures that the system can more fully understand the characteristics of each water consumption node and provide support for subsequent analysis and decision-making.

[0057] The system not only focuses on the water consumption or spatial location of a single water-consuming node, but considers these two aspects as a whole. This overall consideration helps to reveal the inherent connections and mutual influences between 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. The system can achieve comprehensive control of these nodes by conducting multi-dimensional analysis of the water consumption and space of water-consuming 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 waste problems and formulate 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 space where the water-consuming nodes are located, but also in the in-depth understanding of the water demand of the water-consuming nodes. This helps the system provide more personalized water-saving suggestions and optimization solutions for different usage scenarios, thereby improving the utilization efficiency of water resources.

[0058] Furthermore, the water consumption data of each water-consuming node, their usage scenarios (such as industrial areas, residential areas, agricultural areas, etc.) and water supply information are associated. This association is the basis for subsequent analysis and decision-making, and helps to understand the water demand and water supply of water-consuming nodes in different usage scenarios. After associating 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 water consumption of a water-consuming node to the total water consumption of the entire water supply system, which reflects the water use efficiency and relative importance of the node in the system.

[0059] In the process of determining the water consumption ratio, the system needs to be compatible and consider the three dimensions of water consumption, usage scenarios, and water supply as a whole. This means that the system must not only pay attention to the data of a single water consumption node, but also understand the relationship and impact between them. This overall consideration helps to reveal the commonalities and differences in water consumption behaviors under different usage scenarios, and provide a scientific basis for formulating water-saving measures and optimizing water supply strategies.

[0060] The system can achieve comprehensive control of each water consumption node through multi-dimensional analysis of water consumption, usage scenarios and water supply. This multi-dimensional control not only includes physical dimensions such as time and space, but also involves evaluation dimensions such as water efficiency and water saving potential. Through this control, the system can more accurately identify potential water 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 solutions for water consumption nodes in different usage scenarios, thereby improving the efficiency of water resource utilization.

[0061] Therefore, the length of the tap water flow path and the loss of the underground pipeline are collected; the floating range of the 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, and the water consumption ratio of each water consumption node, the length of the tap water flow path and the loss of the underground pipeline are introduced, and the water consumption ratio of each water consumption node, the length of the tap water flow path and the loss of the underground pipeline are considered as a whole, which realizes multi-dimensional control of the water consumption ratio of each water consumption node, the length of the tap water flow path and the loss of the underground pipeline, ensures the precise control of the floating range of the water supply of each water consumption node, and is compatible with the consideration of the floating range of the water supply of each water consumption node.

[0062] Specifically, key data is collected, including the length of the flow path of tap water from the water source to each water consumption node, and the loss of underground pipes on these paths. The flow path length affects the resistance and energy consumption of the water flow, while the pipeline loss reflects the actual loss of water during the transmission process. These data are the basis for subsequent analysis and decision-making. After mastering the length of the tap water flow path, the loss of underground pipes, and the water consumption ratio of each water consumption node, the system can comprehensively analyze these data and determine a reasonable water supply floating range for each water consumption node. This range takes into account the physical loss during the water flow process, the difference in water demand at different nodes, and the overall stability of the water supply system.

[0063] In the process of determining the floating range of water supply, the system needs to introduce and comprehensively consider the three key factors of water consumption ratio, flow path length and pipeline loss. This means that the system should not only pay attention to the changes in individual factors, but also understand the interactions and impacts between them. This overall consideration helps to more accurately reflect the actual situation of the water supply system and provide a scientific basis for formulating water-saving measures and optimizing water supply strategies. The system can achieve comprehensive control of water supply through multi-dimensional analysis of water consumption ratio, flow path length and pipeline loss. This control not only includes direct measurement and monitoring of water supply, 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 waste problems and provide a basis for formulating targeted solutions.

[0064] Through the above process, the system can ensure that the floating range of water supply determined for each water consumption node is highly accurate. This accuracy is not only reflected in the accurate measurement of water supply, but also in the in-depth understanding of the overall performance of the water supply system. This helps the system provide more accurate water supply strategies for water consumption nodes in different usage scenarios, thereby improving the utilization efficiency of water resources and reducing unnecessary waste. When determining the floating range of water supply, 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, maintenance requirements of the water supply system, and requirements of water-saving policies. By ensuring these compatibilities, the system can more flexibly adjust water supply strategies in actual applications to meet various challenges.

[0065] refer to Figure 7 , S16: 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 volume is triggered based on the water scheduling system; In the specific implementation process of the present invention, the specific steps may be: S161: floating range of water supply of fixed water consumption node; S162: collecting the actual water supply, and performing online comparison between the actual water supply and the floating range of the water supply of the corresponding water consumption node; S163: 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, and the excess amount of tap water is determined; S164: Determine adjacent water consumption nodes based on traversal of water consumption nodes corresponding to the excess amount of tap water; S165: 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; S166: Constructing a water volume scheduling system according to the excess tap water volume, the corresponding tap water flow path and multiple interactions of adjacent water consumption nodes, and triggering autonomous scheduling of the tap water volume based on the water volume scheduling system.

[0066] Specifically, a reasonable water supply floating range is set for each water consumption node based on the historical water consumption data of the water consumption 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 the normal water demand of the node and also reserves a certain buffer space to cope with the fluctuation of water consumption. The system collects the actual water supply data of each water consumption node in real time through sensors or other monitoring equipment installed in the water supply network. These data reflect the actual water consumption of the node at a certain moment or a certain period of time.

[0067] The system compares the collected actual water supply data with the water supply floating range of the corresponding water consumption node online. This comparison is real-time, which means that the system can immediately find out 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 promptly detect and respond to abnormal situations in the water supply process. This helps to reduce the waste of water resources, improve the efficiency of the water supply system, and ensure the normal water demand of each water consumption 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 actual conditions.

[0068] Furthermore, when the system detects that the actual water supply of a water consumption node exceeds the 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 tap water excess. Through comparison, the system can calculate the difference between the actual water supply and the upper limit of the floating range, that is, the tap water excess. This excess reflects the excess water consumption of the water consumption node at the current time or time period.

[0069] The system will introduce the calculated excess tap water as a key parameter into the subsequent analysis and processing process. This parameter is an important basis for the subsequent determination of adjacent water-consuming nodes and adjustment of water supply strategies. The system will locate the corresponding water-consuming node based on the excess tap water and traverse it. The purpose of the traversal is to understand the water use of the node, including its water use history, water use pattern, and possible water use anomalies. The system will determine other water-consuming nodes adjacent to the water-consuming node corresponding to the excess based on factors such as geographical location and water supply network layout. These adjacent nodes may be affected by the excess or have some correlation with the water use behavior of the node.

[0070] Therefore, the excess tap water, the corresponding tap water flow path and the adjacent water consumption nodes are associated, and multiple interactions are performed on the excess tap water, the corresponding tap water flow path and the adjacent water consumption nodes; a water scheduling system is constructed based on the multiple interactions of the excess tap water, the corresponding tap water flow path and the adjacent water consumption nodes, which is compatible with the overall consideration of the excess tap water, the corresponding tap water flow path and the adjacent water consumption nodes, and realizes the multiple interactions of the excess tap water, the corresponding tap water flow path and the adjacent water consumption nodes, thereby ensuring the accuracy of the water scheduling system, and then triggering the autonomous scheduling of the tap water based on the water scheduling system, ensuring the autonomous scheduling and balance control between multiple water consumption nodes.

[0071] Specifically, the system first associates three key elements: the excess tap water, the corresponding tap water flow path, and the adjacent water consumption nodes. The excess tap water reflects the abnormal water use, the flow path reveals the transmission path of the water flow, and the adjacent water consumption nodes may be affected by the excess or have some association with the excess. After associating these key elements, the system will perform multiple interactive analyses on them. This interaction may include spatial association analysis (such as geographical location, water supply network layout), temporal dynamic change analysis (such as water use history, water use trend), and causal relationship analysis (such as the impact of excess on adjacent nodes). Through these interactive analyses, the system can have a deeper understanding of the interactions and influences between the various elements.

[0072] Based on the results of multiple interactive analyses, the system will build a water scheduling system. This system aims to formulate and adjust water supply strategies based on the comprehensive situation of excess tap water, corresponding flow paths, and adjacent water consumption nodes. It may include water allocation algorithms, water-saving measures, water supply network optimization plans, etc. At the same time, when building a water scheduling system, the system needs to be compatible with and comprehensively consider the three elements of excess tap water, corresponding flow paths, and adjacent water consumption nodes. This means that the system should not only pay attention to the changes in individual elements, but also understand the relationships and influences between them to ensure the rationality and effectiveness of the scheduling system. Through multiple interactive analyses and overall considerations, the system can ensure the accuracy of the water 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 between multiple water consumption nodes.

[0073] Based on the constructed water scheduling system, the system can trigger autonomous scheduling of tap water. This autonomous scheduling means that the system can automatically adjust the water supply strategy based on real-time data and analysis results to deal with water use anomalies and ensure the stability of the water supply system. It may include measures such as adjusting water supply pressure, opening or closing valves, and optimizing water supply paths. While triggering autonomous scheduling, the system also needs to ensure balanced management and control among multiple water-consuming nodes. This means that the system needs to ensure that when adjusting the water supply strategy, some nodes will not overuse water while other nodes will lack water. By comprehensively considering the water demand and water supply capacity of each node, the system can achieve reasonable allocation and balanced management of water.

[0074] See also Figure 8 , Figure 8 It is a schematic diagram of the structural composition of the water quantity scheduling system of the tap water in the embodiment of the present invention.

[0075] like Figure 8 As shown, a water quantity dispatching system for tap water, the water quantity dispatching system for tap water comprises: A water use area module 21, for determining water use areas based on a town layout map and underground pipelines; A water consumption module 22, for determining the water consumption of a corresponding area according to the detection of the water use area; A water consumption node module 23 is used to determine 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; The water supply module 24 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 25 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 26 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.

[0076] See also Fig. 9 , refer to the following Fig. 9 The electronic device 40 according to this embodiment of the present invention will be described. Fig. 9 The electronic device 40 shown is only an example and should not bring any limitation to the functions and scope of use of the embodiments of the present invention.

[0077] like Fig. 9 As shown, the electronic device 40 is in the form of a general computing device. The components of the electronic device 40 may include but are not limited to: at least one processing unit 41, at least one storage unit 42, and a bus 43 connecting different system components (including the storage unit 42 and the processing unit 41).

[0078] The storage unit stores program codes, which 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 above “Embodiment Method” section of this specification.

[0079] The storage unit 42 may include a readable medium in the form of a volatile storage unit, such as a random access memory unit (RAM) 421 and / or a cache memory unit 422 , and may further include a read-only memory unit (ROM) 423 .

[0080] The storage unit 42 may also include a program / utility 424 having a set (at least one) of program modules 425, such program modules 425 including but not limited to: an operating system, one or more application programs, other program modules, and program data, each of which or some combination may include an implementation of a network environment.

[0081] Bus 43 may represent one or more of several types of bus structures, including a memory unit bus or memory unit controller, a peripheral bus, an accelerated graphics port, a processing unit, or a local bus using any of a variety of bus architectures.

[0082] The electronic device 40 may also communicate with one or more external devices (e.g., keyboards, pointing devices, Bluetooth devices, etc.), one or more devices that enable a user to interact with the electronic device 40, and / or any device that enables the electronic device 40 to communicate with one or more other computing devices (e.g., routers, modems, etc.). Such communication may be performed via an input / output (I / O) interface 44. Furthermore, the electronic device 40 may also communicate with one or more networks (e.g., a local area network (LAN), a wide area network (WAN), and / or a public network, such as the Internet) via a network adapter 45. Fig. 9 As shown, the network adapter 45 communicates with other modules of the electronic device 40 via the bus 43. It should be understood that although Fig. 9 Not shown, other hardware and / or software modules may be used in conjunction 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.

[0083] In addition, the above is a detailed introduction to the tap water scheduling method and system provided in the embodiments of the present invention. Specific examples are used herein to illustrate the principles and implementation methods of the present invention. The description of the above embodiments is only used to help understand the method of the present invention and its core idea. For general technical personnel in the field, according to the ideas of the present invention, there will be changes in the specific implementation methods and application scopes. In summary, the content of this specification should not be understood as a limitation on 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; 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; Related regional water consumption, water flow paths and water consumption systems; Determine the first node parameter based on the regional water consumption and the water flow path, and determine the second node parameter based on the regional water consumption and the water consumption system; A plurality of 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.

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 the fixed water use area; 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 water quantity dispatching system for tap water, 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; A water consumption node module is used to determine multiple water consumption nodes in a water use area based on regional water consumption, tap water flow path, and water consumption system; 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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