Water volume control method and system in urban and rural integration

Abstract

The invention discloses a water quantity management and control method and system in urban and rural integration, and the method comprises the steps: constructing a waterway state diagram according to a plurality of water quantity states and corresponding water supply paths, and defining a water quantity abnormal region according to the waterway state diagram, thereby defining the water quantity abnormal region, and carrying out the targeted management and control of the water quantity abnormal region. Therefore, the water quantity abnormal area can be optimized in time. At the moment, matching water quantity control logic according to the current water quantity and the abnormal type of the water quantity abnormal area, and defining a water quantity control level in the water quantity control logic to output a water quantity control scheme; the water supply state of the water quantity abnormal area is defined based on the water quantity management and control scheme, directional water supply is carried out along the water supply state, meanwhile, water quantity collaborative management and control are carried out on the water quantity abnormal area based on other areas, collaborative management and control of the other areas on the water quantity abnormal area are guaranteed, dynamic optimization is carried out on the water quantity abnormal area, and the water quantity abnormal area is optimized. Therefore, the waterway state diagram is dynamically optimized.

Description

Technical Field

[0001] The present invention relates to the technical field of water volume control systems in urban-rural integration, and in particular to a water volume control method and system in urban-rural integration. Background Art

[0002] With the development of science and technology, the concept of urban-rural integration has been gradually applied to people's lives, gradually linking urban life and rural life together. In urban-rural integration, urban waterways and rural waterways are connected to form a water supply path in the urban-rural integration distribution map. In the existing technology, local detection is performed on the water supply path, and comparison is made based on the water volume data detected manually and the water volume threshold. It is impossible to build multiple monitoring nodes and a waterway status diagram, which affects the optimization of the waterway status diagram. Summary of the invention

[0003] The purpose of the present invention is to overcome the shortcomings of the prior art. The present invention provides a water volume control method and system in urban-rural integration, locates the urban-rural integration system, and obtains the urban-rural integration distribution map according to the urban-rural integration system; defines each water supply path based on the urban-rural integration distribution map, and defines multiple monitoring nodes based on the path length of each water supply path and the corresponding water supply target; collects water volume monitoring data in each monitoring node, and matches the water volume status of the corresponding monitoring node according to the water volume monitoring data; constructs a water channel status map according to multiple water volume statuses and corresponding water supply paths, and defines water volume abnormality areas according to the water channel status map, thereby clarifying the water volume abnormality areas, and performing targeted control on the water volume abnormality areas, so as to optimize the water volume abnormality areas in a timely manner.

[0004] At this time, the water volume control logic is matched according to the current water volume and the abnormality type in the water volume abnormality area, and the water volume control level is defined in the water volume control logic to output the water volume control plan; the water supply status of the water volume abnormality area is defined based on the water volume control plan, and directional water supply is carried out along the water supply status. At the same time, the remaining areas associated with the water volume abnormality area are defined, and the water volume of the water volume abnormality area is coordinated and controlled based on the remaining areas, thereby ensuring the coordinated control of the water volume abnormality area by the remaining areas, and dynamically optimizing the water volume abnormality area, thereby dynamically optimizing the waterway state diagram.

[0005] In order to solve the above technical problems, an embodiment of the present invention provides a water volume control method in urban-rural integration, which is applied to a water volume control scenario in urban-rural integration; The water volume control method in urban-rural integration includes: Locate the urban-rural integration system and obtain the urban-rural integration distribution map based on the urban-rural integration system; Based on the urban-rural integrated distribution map, each water supply path is defined, and based on the path length of each water supply path and the corresponding water supply target, multiple monitoring nodes are defined; Collect water volume monitoring data from each monitoring node, and match the water volume status of the corresponding monitoring node according to the water volume monitoring data; A waterway state diagram is constructed according to multiple water quantity states and corresponding water supply paths, and an abnormal water quantity area is defined according to the waterway state diagram; Match the water volume control logic according to the current water volume and the abnormal type in the water volume abnormal area, and define the water volume control level in the water volume control logic to output the water volume control plan; Based on the water volume control plan, the water supply status of the water volume abnormality area is defined, and directional water supply is carried out along the water supply status. At the same time, the remaining areas associated with the water volume abnormality area are defined, and the water volume of the water volume abnormality area is coordinated and controlled based on the remaining areas to dynamically optimize the waterway status diagram.

[0006] Optionally, the positioning of the urban-rural integration system and obtaining the urban-rural integration distribution map according to the urban-rural integration system includes: Collect urban and rural water volume signals, and define urban and rural information based on signal analysis of urban and rural water volume signals; Collect the urban-rural integration system based on the urban-rural information and the traversal of the urban-rural control database, and locate the urban-rural integration system; freeze the rural-urban integration system; The corresponding urban-rural integration distribution map is matched based on the urban-rural integration system and waterway planning map.

[0007] Optionally, the method of defining each water supply path based on the urban-rural integrated distribution map and defining multiple monitoring nodes based on the path length of each water supply path and the corresponding water supply target includes: Divide waterway areas and non-waterway areas according to the urban-rural integration distribution map; Conduct path planning for waterway areas to define individual water supply paths; In each water supply path, the path length of each water supply path is collected; defining a first path parameter based on the path length of each water supply path; Collecting water supply targets and locating the positions of the water supply targets relative to the water supply paths; defining a second path parameter according to a position of the water supply target relative to the water supply path and a type of the water supply target; Associating the second path parameter with the first path parameter; dividing a plurality of water supply areas according to the second path parameter, the first path parameter and the water supply path; Define multiple monitoring nodes according to multiple water supply areas.

[0008] Optionally, collecting water volume monitoring data from each monitoring node and matching the water volume status of the corresponding monitoring node according to the water volume monitoring data includes: Freeze each monitoring node; The monitoring nodes dynamically monitor the waterways and collect water volume monitoring data from each monitoring node; The water volume monitoring data in each monitoring node is formed into a waterway data set; Constructing a waterway monitoring area based on a waterway data set and a waterway path between two adjacent monitoring nodes; Locate multiple water volume marking points according to the waterway monitoring area, and mark the corresponding water volume data at each water volume marking point; A status area of ​​the monitoring node is constructed based on a plurality of water volume data and a position of a water volume mark point relative to the monitoring node, and the water volume status of the corresponding monitoring node is matched according to the status area of ​​the monitoring node.

[0009] Optionally, constructing a waterway state diagram according to a plurality of water quantity states and corresponding water supply paths, and defining a water quantity abnormality area according to the waterway state diagram, includes: Freeze multiple water levels; Mark multiple water quantity states on corresponding water supply paths; Associating a plurality of water quantity states and corresponding water supply paths, and constructing a water path state diagram based on the plurality of water quantity states and the corresponding water supply paths; Freeze-frame waterway status diagram; Divide a plurality of waterway sub-states based on the waterway state diagram, and perform matching according to the plurality of waterway sub-states to define a matching coefficient; Define non-matching areas based on matching coefficients and waterway status diagrams, and trigger anomaly detection in non-matching areas; If there is abnormal quantity data in the non-matching area, the non-matching area is defined as an abnormal water quantity area.

[0010] Optionally, matching the water volume control logic according to the current water volume and the abnormality type in the water volume abnormal area, and defining the water volume control level in the water volume control logic to output the water volume control plan includes: Determine the area with abnormal water volume; Define multiple abnormal markers based on water volume abnormality areas and waterway distribution; Collect water volume abnormality parameters corresponding to multiple abnormal marking locations; Multiple water volume anomaly parameters are associated and a water volume anomaly parameter set is constructed.

[0011] Optionally, the method of matching the water volume control logic according to the current water volume and the abnormality type in the water volume abnormal area, and defining the water volume control level in the water volume control logic to output the water volume control plan also includes: An anomaly type is defined based on a set of water volume anomaly parameters and positions corresponding to a plurality of anomaly markers; Match the water volume control logic according to the current water volume and abnormality type in the water volume abnormal area; In the water volume control logic, the corresponding water volume control level is defined based on the water volume control logic and the water volume abnormality area; Output the corresponding water volume control plan according to the water volume control level and the corresponding water supply path.

[0012] Optionally, the water supply status of the abnormal water volume area is defined based on the water volume control scheme, and directional water supply is performed along the water supply status. At the same time, other areas associated with the abnormal water volume area are defined, and the water volume of the abnormal water volume area is collaboratively controlled based on the other areas to dynamically optimize the waterway state diagram, including: Fixed-frame water volume control plan; Define the water supply status of the abnormal water volume area based on the water volume control plan; Correlate the water supply status of the abnormal water volume area and the water volume parameters of the abnormal water volume area; Directional water supply is triggered based on the water supply status of the abnormal water volume area and the water volume parameters of the abnormal water volume area, and the directed water supply is performed along the water supply status.

[0013] Optionally, the water supply state of the abnormal water volume area is defined based on the water volume control scheme, and directional water supply is performed along the water supply state. At the same time, other areas associated with the abnormal water volume area are defined, and the water volume of the abnormal water volume area is collaboratively controlled based on the other areas to dynamically optimize the waterway state diagram, and further includes: Freeze the area with abnormal water volume; Defining the remaining areas associated with the water volume abnormal area according to the water volume abnormal area and the corresponding connected parts; Take the water volume anomaly area as the center and associate the remaining areas along different directions; Based on the remaining areas, the water volume in the abnormal water volume area is coordinated and controlled, and the water volume parameters in the abnormal water volume area are actively adjusted to adjust the abnormal water volume area to the normal water volume area, and dynamically optimize the waterway status diagram.

[0014] In addition, an embodiment of the present invention further provides a water volume control system in urban-rural integration, and the water volume control system in urban-rural integration includes: An acquisition module is used to locate the urban-rural integration system and obtain the urban-rural integration distribution map according to the urban-rural integration system; A monitoring node module is used to define each water supply path based on the urban-rural integrated distribution map, and to define multiple monitoring nodes based on the path length of each water supply path and the corresponding water supply target; A matching module is used to collect water volume monitoring data from each monitoring node and match the water volume status of the corresponding monitoring node according to the water volume monitoring data; The water volume abnormal area module is used to construct a waterway state diagram according to multiple water volume states and corresponding water supply paths, and define the water volume abnormal area according to the waterway state diagram; A water volume control scheme module is used to match the water volume control logic according to the current water volume and the abnormality type in the water volume abnormal area, and define the water volume control level in the water volume control logic to output the water volume control scheme; The optimization module is used to define the water supply status of the water volume abnormality area based on the water volume control plan, and to carry out directional water supply along the water volume abnormality area. At the same time, the remaining areas associated with the water volume abnormality area are defined, and the water volume of the water volume abnormality area is coordinated and controlled based on the remaining areas, so as to dynamically optimize the waterway status diagram.

[0015] In an embodiment of the present invention, through the method in the embodiment of the present invention, the urban-rural integration system is located, and the urban-rural integration distribution map is obtained according to the urban-rural integration system; each water supply path is defined based on the urban-rural integration distribution map, and multiple monitoring nodes are defined based on the path length of each water supply path and the corresponding water supply target; water volume monitoring data in each monitoring node is collected, and the water volume status of the corresponding monitoring node is matched according to the water volume monitoring data; a waterway status map is constructed according to multiple water volume states and corresponding water supply paths, and an abnormal water volume area is defined according to the waterway status map, so as to clarify the abnormal water volume area, and carry out targeted management and control for the abnormal water volume area, so as to optimize the abnormal water volume area in a timely manner.

[0016] At this time, the water volume control logic is matched according to the current water volume and the abnormality type in the water volume abnormality area, and the water volume control level is defined in the water volume control logic to output the water volume control plan; the water supply status of the water volume abnormality area is defined based on the water volume control plan, and directional water supply is carried out along the water supply status. At the same time, the remaining areas associated with the water volume abnormality area are defined, and the water volume of the water volume abnormality area is coordinated and controlled based on the remaining areas, thereby ensuring the coordinated control of the water volume abnormality area by the remaining areas, and dynamically optimizing the water volume abnormality area, thereby dynamically optimizing the waterway state diagram. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] 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.

[0018] Figure 1It is a flow chart of a water volume control method in urban-rural integration in an embodiment of the present invention; Figure 2 is a flow chart of S11 in the water volume control method in urban-rural integration in an embodiment of the present invention; Figure 3 is a flow chart of S12 in the water volume control method in urban-rural integration in an embodiment of the present invention; Figure 4 is a flow chart of S13 in the water volume control method in urban-rural integration in an embodiment of the present invention; Figure 5 is a flow chart of S14 in the water volume control method in urban-rural integration in an embodiment of the present invention; Figure 6 is a flow chart of S15 in the water volume control method in urban-rural integration in an embodiment of the present invention; Figure 7 is a flow chart of S16 in the water volume control method in urban-rural integration in an embodiment of the present invention; Figure 8 It is a schematic diagram of the structural composition of the water volume control system in urban-rural integration in an embodiment of the present invention; Fig. 9 The figure is a hardware diagram of an electronic device according to an exemplary embodiment. DETAILED DESCRIPTION

[0019] 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.

[0020] Method Example: See also Figures 1 to 9 , a water quantity control method in urban-rural integration, which is applied to the water quantity control scenario in urban-rural integration; the water quantity control method in urban-rural integration includes: Step S11: locating the urban-rural integration system, and obtaining an urban-rural integration distribution map according to the urban-rural integration system; Step S12: defining each water supply path based on the urban-rural integrated distribution map, and defining a plurality of monitoring nodes based on the path length of each water supply path and the corresponding water supply target; Step S13: collecting water volume monitoring data from each monitoring node, and matching the water volume status of the corresponding monitoring node according to the water volume monitoring data; Step S14: constructing a waterway state diagram according to the multiple water quantity states and the corresponding water supply paths, and defining the water quantity abnormal area according to the waterway state diagram; Step S15: matching the water volume control logic according to the current water volume and the abnormality type in the water volume abnormal area, and defining the water volume control level in the water volume control logic to output a water volume control plan; Step S16: Based on the water volume control plan, define the water supply status of the abnormal water volume area, and perform directional water supply along the water supply status. At the same time, define the remaining areas associated with the abnormal water volume area, and perform coordinated water volume control on the abnormal water volume area based on the remaining areas to dynamically optimize the water channel status diagram.

[0021] In an embodiment of the present invention, through the method in the embodiment of the present invention, the urban-rural integration system is located, and the urban-rural integration distribution map is obtained according to the urban-rural integration system; each water supply path is defined based on the urban-rural integration distribution map, and multiple monitoring nodes are defined based on the path length of each water supply path and the corresponding water supply target; water volume monitoring data in each monitoring node is collected, and the water volume status of the corresponding monitoring node is matched according to the water volume monitoring data; a waterway status map is constructed according to multiple water volume states and corresponding water supply paths, and an abnormal water volume area is defined according to the waterway status map, so as to clarify the abnormal water volume area, and carry out targeted management and control for the abnormal water volume area, so as to optimize the abnormal water volume area in a timely manner.

[0022] At this time, the water volume control logic is matched according to the current water volume and the abnormality type in the water volume abnormality area, and the water volume control level is defined in the water volume control logic to output the water volume control plan; the water supply status of the water volume abnormality area is defined based on the water volume control plan, and directional water supply is carried out along the water supply status. At the same time, the remaining areas associated with the water volume abnormality area are defined, and the water volume of the water volume abnormality area is coordinated and controlled based on the remaining areas, thereby ensuring the coordinated control of the water volume abnormality area by the remaining areas, and dynamically optimizing the water volume abnormality area, thereby dynamically optimizing the waterway state diagram.

[0023] refer to Figure 2 , in step S11, the urban-rural integration system is located, and an urban-rural integration distribution map is obtained according to the urban-rural integration system; In the specific implementation process of the present invention, the specific steps may be: S111: collecting urban and rural water volume signals, and defining urban and rural information according to signal analysis of the urban and rural water volume signals; S112: collecting the urban-rural integration system according to the urban-rural information and the traversal of the urban-rural management database, and locating the urban-rural integration system; S113: Freeze the urban-rural integration system; S114: Matching the corresponding urban-rural integration distribution map based on the urban-rural integration system and the waterway planning map.

[0024] In an embodiment of the present application, urban and rural water volume signals are collected, and urban and rural information is defined based on signal analysis of urban and rural water volume signals to freeze the urban and rural information, and associate the urban and rural information with the urban and rural management database to facilitate information traversal of the urban and rural information in the urban and rural management database, thereby collecting the urban and rural integrated system based on the traversal of the urban and rural information and the urban and rural management database, and locating the urban and rural integrated system to facilitate the introduction of the urban and rural integrated system.

[0025] At this time, the urban-rural integration system is frozen; the corresponding urban-rural integration distribution map is matched based on the urban-rural integration system and the waterway planning map, so as to facilitate matching in the urban-rural integration system and the waterway planning map, thereby freezing the corresponding urban-rural integration distribution map and realizing the acquisition of the corresponding urban-rural integration distribution map.

[0026] refer to Figure 3 , in step S12, each water supply path is defined based on the urban-rural integrated distribution map, and multiple monitoring nodes are defined based on the path length of each water supply path and the corresponding water supply target; In the specific implementation process of the present invention, the specific steps may be: S121: Divide waterway areas and non-waterway areas according to the urban-rural integration distribution map; S122: performing path planning for the waterway area to define each water supply path; S123: In each water supply path, collecting the path length of each water supply path; defining a first path parameter based on the path length of each water supply path; S124: collecting water supply targets and locating the positions of the water supply targets relative to the water supply paths; S125: defining a second path parameter according to a position of the water supply target relative to the water supply path and a type of the water supply target; S126: Associating the second path parameter and the first path parameter; dividing a plurality of water supply areas according to the second path parameter, the first path parameter and the water supply path; and defining a plurality of monitoring nodes according to the plurality of water supply areas.

[0027] In an embodiment of the present application, waterway areas and non-waterway areas are divided according to an urban-rural integration distribution map, and are classified to facilitate further management and control of the waterway areas. At the same time, path planning is performed for the waterway areas to define various water supply paths, so as to perform subsequent optimization processing on each water supply path.

[0028] At this time, in each water supply path, the path length of each water supply path is collected; the first path parameter is defined based on the path length of each water supply path, so as to introduce the first path parameter and perform management and control on the first path parameter.

[0029] Furthermore, water supply targets are collected and their positions relative to the water supply path are located; second path parameters are defined according to the positions of the water supply targets relative to the water supply path and the types of water supply targets, so as to introduce the second path parameters and perform management and control on the second path parameters.

[0030] Therefore, the second path parameter and the first path parameter are associated; multiple water supply areas are divided according to the second path parameter, the first path parameter and the water supply path; multiple monitoring nodes are defined according to the multiple water supply areas, so as to dynamically monitor the waterway according to the multiple monitoring nodes, and the multiple monitoring nodes are reasonably divided based on the multiple water supply areas.

[0031] refer to Figure 4 , in step S13, water volume monitoring data in each monitoring node is collected, and the water volume status of the corresponding monitoring node is matched according to the water volume monitoring data; In the specific implementation process of the present invention, the specific steps may be: S131: freeze each monitoring node; the monitoring node dynamically monitors the waterway and collects water volume monitoring data in each monitoring node; S132: forming a waterway data set from the water volume monitoring data in each monitoring node; S133: constructing a waterway monitoring area based on the waterway data set and the waterway path between two adjacent monitoring nodes; S134: locating a plurality of water volume marking points according to the waterway monitoring area, and marking corresponding water volume data at each water volume marking point; S135: constructing a status area of ​​the monitoring node based on the multiple water volume data and the position of the water volume mark point relative to the monitoring node, and matching the water volume status of the corresponding monitoring node according to the status area of ​​the monitoring node.

[0032] In an embodiment of the present application, each monitoring node is frozen; the monitoring node dynamically monitors the waterway and collects the water volume monitoring data in each monitoring node, so that the corresponding water volume monitoring data is collected according to each monitoring node, thereby introducing multiple water volume monitoring data, and the water volume monitoring data in each monitoring node is formed into a waterway data set, so that the waterway data set can be subsequently processed as a whole.

[0033] At this time, a water channel monitoring area is constructed based on the water channel data set and the water channel path between two adjacent monitoring nodes, and the water channel monitoring area is further controlled. At the same time, multiple water volume marking points are located according to the water channel monitoring area, and the corresponding water volume data are marked in each water volume marking point, so as to match the corresponding water channel data for each water volume marking point, and then the status area of ​​the monitoring node is constructed based on multiple water volume data and the position of the water volume marking point relative to the monitoring node, and the water volume status of the corresponding monitoring node is matched according to the status area of ​​the monitoring node, thereby realizing dynamic monitoring of the water volume status of each monitoring node, and performing subsequent processing based on the water volume status of each monitoring node.

[0034] refer to Figure 5 , S14: constructing a waterway state diagram according to a plurality of water quantity states and corresponding water supply paths, and defining a water quantity abnormal area according to the waterway state diagram; In the specific implementation process of the present invention, the specific steps may be: S141: freeze multiple water volume states; S142: Marking multiple water quantity states on corresponding water supply paths; S143: Associating a plurality of water quantity states and corresponding water supply paths, and constructing a water path state diagram based on the plurality of water quantity states and the corresponding water supply paths; S144: freeze frame waterway status diagram; S145: Dividing a plurality of waterway sub-states based on the waterway state diagram, and performing matching according to the plurality of waterway sub-states to define a matching coefficient; S146: defining a non-matching area according to the matching coefficient and the waterway state diagram, and triggering anomaly detection of the non-matching area; S147: If there is abnormal quantity data in the non-matching area, the non-matching area is defined as an abnormal water volume area.

[0035] In an embodiment of the present application, an urban-rural integration system is located, and an urban-rural integration distribution map is obtained based on the urban-rural integration system; each water supply path is defined based on the urban-rural integration distribution map, and multiple monitoring nodes are defined based on the path length of each water supply path and the corresponding water supply target; water volume monitoring data in each monitoring node is collected, and the water volume status of the corresponding monitoring node is matched according to the water volume monitoring data; a water channel status map is constructed according to multiple water volume statuses and corresponding water supply paths, and an abnormal water volume area is defined according to the water channel status map, so as to clarify the abnormal water volume area, and carry out targeted management and control of the abnormal water volume area, so as to optimize the abnormal water volume area in a timely manner.

[0036] At this time, multiple water level states are frozen; multiple water level states are marked on corresponding water supply paths, so as to introduce multiple water level states and corresponding water supply paths, thereby associating multiple water level states and corresponding water supply paths, and constructing a waterway state diagram based on multiple water level states and corresponding water supply paths, introducing a waterway state diagram, and presenting the states of various locations in the waterway based on the waterway state diagram, so as to intuitively present the water level situation of the waterway.

[0037] Furthermore, the waterway state diagram is frozen; multiple waterway sub-states are divided based on the waterway state diagram, and matching is performed according to the multiple waterway sub-states to define a matching coefficient; a non-matching area is defined according to the matching coefficient and the waterway state diagram, and anomaly detection of the non-matching area is triggered, so as to further control the non-matching area and facilitate anomaly identification of the non-matching area. Therefore, if there is abnormal quantity data in the non-matching area, the non-matching area is defined as an abnormal water volume area, and the abnormal water volume area is further processed.

[0038] refer to Figure 6 , S15: matching the water volume control logic according to the current water volume and the abnormality type in the water volume abnormal area, and defining the water volume control level in the water volume control logic to output the water volume control plan; In the specific implementation process of the present invention, the specific steps may be: S151: freeze the abnormal water volume area; define multiple abnormal marking points based on the abnormal water volume area and waterway distribution; S152: Collecting water volume abnormality parameters corresponding to multiple abnormality marked locations; S153: Associating multiple water volume abnormality parameters and constructing a water volume abnormality parameter set; S154: defining an abnormality type based on a water volume abnormality parameter set and positions corresponding to a plurality of abnormality marking locations; S155: matching water volume control logic according to the current water volume and abnormality type in the water volume abnormal area; S156: In the water volume control logic, a corresponding water volume control level is defined based on the water volume control logic and the water volume abnormality area; and a corresponding water volume control plan is output according to the water volume control level and the corresponding water supply path.

[0039] In an embodiment of the present application, an abnormal water volume area is frozen; a plurality of abnormal marking points are defined based on the abnormal water volume area and the waterway distribution, so as to introduce a plurality of abnormal marking points and perform control according to the plurality of abnormal marking points.

[0040] At this time, the water volume abnormality parameters corresponding to the multiple abnormal marked locations are collected; the multiple water volume abnormality parameters are associated, and a water volume abnormality parameter set is constructed to facilitate the introduction of the water volume abnormality parameter set and the management and control of the water volume abnormality parameter set.

[0041] Furthermore, the anomaly type is defined based on the water volume anomaly parameter set and the positions corresponding to multiple anomaly markings, which is compatible with the overall consideration of the water volume anomaly parameter set and the positions corresponding to multiple anomaly markings, and the anomaly type is defined in multiple dimensions to ensure the accuracy of the anomaly type.

[0042] Therefore, the water volume control logic is matched according to the current water volume and the abnormal type of the water volume abnormal area; in the water volume control logic, the corresponding water volume control level is defined based on the water volume control logic and the water volume abnormal area; and the corresponding water volume control plan is output according to the water volume control level and the corresponding water supply path.

[0043] refer to Figure 7 , S16: defining the water supply state of the abnormal water volume area based on the water volume control scheme, and performing directional water supply along the water supply state, and at the same time, defining the remaining areas associated with the abnormal water volume area, and performing coordinated water volume control on the abnormal water volume area based on the remaining areas, so as to dynamically optimize the waterway state diagram; In the specific implementation process of the present invention, the specific steps may be: S161: Fixed water volume control plan; S162: defining the water supply status of the abnormal water volume area based on the water volume control plan; S163: Associating the water supply status of the abnormal water volume area and the water volume parameters of the abnormal water volume area; S164: triggering directional water supply based on the water supply state of the abnormal water volume area and the water volume parameter of the abnormal water volume area, and performing directional water supply along the water supply state; S165: freeze the abnormal water volume area; define other areas associated with the abnormal water volume area according to the abnormal water volume area and the corresponding connected parts; S166: Center on the water volume anomaly area and associate the remaining areas along different directions; S167: Coordinated control of water volume in the abnormal water volume area based on other areas, and active regulation of water volume parameters in the abnormal water volume area to adjust the abnormal water volume area to a normal water volume area, and dynamically optimize the waterway status diagram.

[0044] In the specific implementation process of the present invention, the water volume control logic is matched according to the current water volume and the abnormality type of the water volume abnormality area, and the water volume control level is defined in the water volume control logic to output the water volume control plan; the water supply status of the water volume abnormality area is defined based on the water volume control plan, and directional water supply is performed along the water supply status. At the same time, the remaining areas associated with the water volume abnormality area are defined, and the water volume of the water volume abnormality area is coordinated and controlled based on the remaining areas, thereby ensuring the coordinated control of the water volume abnormality area by the remaining areas, and dynamically optimizing the water volume abnormality area, thereby dynamically optimizing the waterway state diagram.

[0045] At this time, the water volume control plan is fixed; the water supply status of the abnormal water volume area is defined based on the water volume control plan, and the water supply status of the abnormal water volume area is controlled. Furthermore, the water supply status of the abnormal water volume area and the water volume parameters of the abnormal water volume area are associated, so as to trigger directional water supply based on the water supply status of the abnormal water volume area and the water volume parameters of the abnormal water volume area, and directional water supply is carried out along the water supply status, so as to carry out directional water supply in different states for the abnormal water volume area, and ensure the control of the abnormal water volume area.

[0046] Furthermore, the abnormal water volume area is frozen; the remaining areas associated with the abnormal water volume area are defined according to the abnormal water volume area and the corresponding connected parts; the abnormal water volume area is taken as the center and the remaining areas are associated along different directions; the water volume of the abnormal water volume area is coordinated and controlled based on the remaining areas, and the water volume parameters of the abnormal water volume area are actively adjusted to adjust the abnormal water volume area to the normal water volume area, and the waterway state diagram is dynamically optimized. Therefore, the remaining areas associated with the abnormal water volume area are defined, and the water volume of the abnormal water volume area is coordinated and controlled based on the remaining areas, which ensures the coordinated control of the abnormal water volume area by the remaining areas, and the abnormal water volume area is dynamically optimized, thereby dynamically optimizing the waterway state diagram.

[0047] In an embodiment of the present invention, through the method in the embodiment of the present invention, the urban-rural integration system is located, and the urban-rural integration distribution map is obtained according to the urban-rural integration system; each water supply path is defined based on the urban-rural integration distribution map, and multiple monitoring nodes are defined based on the path length of each water supply path and the corresponding water supply target; water volume monitoring data in each monitoring node is collected, and the water volume status of the corresponding monitoring node is matched according to the water volume monitoring data; a waterway status map is constructed according to multiple water volume states and corresponding water supply paths, and an abnormal water volume area is defined according to the waterway status map, so as to clarify the abnormal water volume area, and carry out targeted management and control for the abnormal water volume area, so as to optimize the abnormal water volume area in a timely manner.

[0048] At this time, the water volume control logic is matched according to the current water volume and the abnormality type in the water volume abnormality area, and the water volume control level is defined in the water volume control logic to output the water volume control plan; the water supply status of the water volume abnormality area is defined based on the water volume control plan, and directional water supply is carried out along the water supply status. At the same time, the remaining areas associated with the water volume abnormality area are defined, and the water volume of the water volume abnormality area is coordinated and controlled based on the remaining areas, thereby ensuring the coordinated control of the water volume abnormality area by the remaining areas, and dynamically optimizing the water volume abnormality area, thereby dynamically optimizing the waterway state diagram.

[0049] System Example: See also Figure 8 , Figure 8 It is a schematic diagram of the structural composition of the water volume control system in urban-rural integration in an embodiment of the present invention.

[0050] like Figure 8 As shown, a water volume control system in urban-rural integration, the water volume control system in urban-rural integration includes: An acquisition module 21 is used to locate the urban-rural integration system and obtain an urban-rural integration distribution map according to the urban-rural integration system; A monitoring node module 22, used to define each water supply path based on the urban-rural integrated distribution map, and to define multiple monitoring nodes based on the path length of each water supply path and the corresponding water supply target; A matching module 23 is used to collect water volume monitoring data from each monitoring node and match the water volume status of the corresponding monitoring node according to the water volume monitoring data; The water volume abnormal area module 24 is used to construct a waterway state diagram according to a plurality of water volume states and corresponding water supply paths, and define a water volume abnormal area according to the waterway state diagram; The water volume control scheme module 25 is used to match the water volume control logic according to the current water volume and the abnormality type of the water volume abnormal area, and define the water volume control level in the water volume control logic to output the water volume control scheme; The optimization module 26 is used to define the water supply status of the abnormal water volume area based on the water volume control plan, and to carry out directional water supply along the water supply status. At the same time, it defines the remaining areas associated with the abnormal water volume area, and carries out coordinated water volume control of the abnormal water volume area based on the remaining areas, so as to dynamically optimize the waterway status diagram. Example

[0051] 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.

[0052] 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).

[0053] 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.

[0054] 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 .

[0055] The storage unit 42 may also include a program / utility 424 having a set of (at least one) optimization modules 425, such optimization modules 425 including but not limited to: an operating system, one or more application programs, other optimization modules, and program data, each of which or some combination may include an implementation of a network environment.

[0056] 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.

[0057] 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.

[0058] Through the description of the above implementation, it is easy for those skilled in the art to understand that the example implementation described here can be implemented by software, or by software combined with necessary hardware. Therefore, the technical solution according to the implementation of the present disclosure can be embodied in the form of a software product, which can be stored in a non-volatile storage medium (which can be a CD-ROM, a USB flash drive, a mobile hard disk, etc.) or on a network, and includes a number of instructions to enable a computing device (which can be a personal computer, a server, a terminal device, or a network device, etc.) to execute the method according to the implementation of the present disclosure.

[0059] Those skilled in the art can understand that all or part of the steps in the various methods of the above embodiments can be completed by instructing related hardware through a program, and the program can be stored in a computer-readable storage medium, and the storage medium can include: a read-only memory (ROM), a random access memory (RAM), a disk or an optical disk, etc. In addition, it stores computer program instructions, and when the computer program instructions are executed by a computer, the computer executes the above method.

[0060] In addition, the water volume control method and system in urban-rural integration provided by the embodiments of the present invention are introduced in detail above. Specific examples are used in this article 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; at the same time, for general technical personnel in this 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 water volume control method in urban-rural integration, characterized in that: Applied to water volume control scenarios in urban and rural integration; The water volume control method in urban-rural integration includes: Locate the urban-rural integration system and obtain the urban-rural integration distribution map based on the urban-rural integration system; Based on the urban-rural integrated distribution map, each water supply path is defined, and based on the path length of each water supply path and the corresponding water supply target, multiple monitoring nodes are defined; Collect water volume monitoring data from each monitoring node, and match the water volume status of the corresponding monitoring node according to the water volume monitoring data; A waterway state diagram is constructed according to multiple water quantity states and corresponding water supply paths, and an abnormal water quantity area is defined according to the waterway state diagram; Match the water volume control logic according to the current water volume and the abnormal type in the water volume abnormal area, and define the water volume control level in the water volume control logic to output the water volume control plan; Based on the water volume control plan, the water supply status of the water volume abnormality area is defined, and directional water supply is carried out along the water supply status. At the same time, the remaining areas associated with the water volume abnormality area are defined, and the water volume of the water volume abnormality area is coordinated and controlled based on the remaining areas to dynamically optimize the waterway status diagram.

2. The water volume control method in urban-rural integration according to claim 1 is characterized in that: The positioning of the urban-rural integration system and obtaining the urban-rural integration distribution map according to the urban-rural integration system include: Collect urban and rural water volume signals, and define urban and rural information based on signal analysis of urban and rural water volume signals; Collect the urban-rural integration system based on the urban-rural information and the traversal of the urban-rural control database, and locate the urban-rural integration system; freeze the rural-urban integration system; The corresponding urban-rural integration distribution map is matched based on the urban-rural integration system and waterway planning map.

3. The water volume control method in urban-rural integration according to claim 2 is characterized in that: The method of defining each water supply path based on the urban-rural integrated distribution map and defining multiple monitoring nodes based on the path length of each water supply path and the corresponding water supply target includes: Divide waterway areas and non-waterway areas according to the urban-rural integration distribution map; Conduct path planning for waterway areas to define individual water supply paths; In each water supply path, the path length of each water supply path is collected; and a first path parameter is defined based on the path length of each water supply path; Collecting water supply targets and locating the positions of the water supply targets relative to the water supply paths; defining a second path parameter according to a position of the water supply target relative to the water supply path and a type of the water supply target; Associating the second path parameter with the first path parameter; dividing a plurality of water supply areas according to the second path parameter, the first path parameter and the water supply path; and defining a plurality of monitoring nodes according to the plurality of water supply areas.

4. The water volume control method in urban-rural integration according to claim 1 is characterized in that: The collecting of water volume monitoring data from each monitoring node and matching the water volume status of the corresponding monitoring node according to the water volume monitoring data includes: Freeze each monitoring node; the monitoring node dynamically monitors the waterway and collects water volume monitoring data from each monitoring node; The water volume monitoring data in each monitoring node is formed into a waterway data set; Constructing a waterway monitoring area based on a waterway data set and a waterway path between two adjacent monitoring nodes; Locate multiple water volume marking points according to the waterway monitoring area, and mark the corresponding water volume data at each water volume marking point; A status area of ​​the monitoring node is constructed based on a plurality of water volume data and a position of a water volume mark point relative to the monitoring node, and the water volume status of the corresponding monitoring node is matched according to the status area of ​​the monitoring node.

5. The water volume control method in urban-rural integration according to claim 4 is characterized in that: The step of constructing a waterway state diagram according to a plurality of water quantity states and corresponding water supply paths, and defining a water quantity abnormality area according to the waterway state diagram, comprises: Freeze multiple water levels; Mark multiple water quantity states on corresponding water supply paths; Associating a plurality of water quantity states and corresponding water supply paths, and constructing a water path state diagram based on the plurality of water quantity states and the corresponding water supply paths; Freeze-frame waterway status diagram; Divide a plurality of waterway sub-states based on the waterway state diagram, and perform matching according to the plurality of waterway sub-states to define a matching coefficient; Define non-matching areas based on matching coefficients and waterway status diagrams, and trigger anomaly detection in non-matching areas; If there is abnormal quantity data in the non-matching area, the non-matching area is defined as an abnormal water quantity area.

6. The water volume control method in urban-rural integration according to claim 5, characterized in that: The water volume control logic is matched according to the current water volume and the abnormal type of the water volume abnormal area, and the water volume control level is defined in the water volume control logic to output the water volume control plan, including: Determine the abnormal water volume area; define multiple abnormal marking points based on the abnormal water volume area and waterway distribution; Collect water volume abnormality parameters corresponding to multiple abnormal marking locations; Multiple water volume anomaly parameters are associated and a water volume anomaly parameter set is constructed.

7. The water volume control method in urban-rural integration according to claim 6, characterized in that: The method further includes matching the water volume control logic according to the current water volume and the abnormality type in the water volume abnormal area, and defining the water volume control level in the water volume control logic to output the water volume control plan. An anomaly type is defined based on a set of water volume anomaly parameters and positions corresponding to a plurality of anomaly markers; Match the water volume control logic according to the current water volume and abnormality type in the water volume abnormal area; In the water volume control logic, the corresponding water volume control level is defined based on the water volume control logic and the water volume abnormality area; the corresponding water volume control plan is output according to the water volume control level and the corresponding water supply path.

8. The water volume control method in urban-rural integration according to claim 7, characterized in that: The method defines the water supply status of the abnormal water volume area based on the water volume control scheme, and performs directional water supply along the water supply status. At the same time, defines other areas associated with the abnormal water volume area, and performs coordinated water volume control on the abnormal water volume area based on the other areas to dynamically optimize the waterway state diagram, including: Fixed-frame water volume control plan; Define the water supply status of the abnormal water volume area based on the water volume control plan; Correlate the water supply status of the abnormal water volume area and the water volume parameters of the abnormal water volume area; Directional water supply is triggered based on the water supply status of the abnormal water volume area and the water volume parameters of the abnormal water volume area, and the directed water supply is performed along the water supply status.

9. The water volume control method in urban-rural integration according to claim 8, characterized in that: The method further comprises: defining the water supply state of the abnormal water volume area based on the water volume control scheme, and performing directional water supply along the water supply state; defining other areas associated with the abnormal water volume area, and performing coordinated water volume control on the abnormal water volume area based on the other areas, so as to dynamically optimize the waterway state diagram; and Freeze the abnormal water volume area; define the remaining areas associated with the abnormal water volume area according to the abnormal water volume area and the corresponding connected parts; Take the water volume anomaly area as the center and associate the remaining areas along different directions; Based on the other areas, the water volume in the abnormal water volume area is coordinated and controlled, and the water volume parameters in the abnormal water volume area are dynamically adjusted to adjust the abnormal water volume area to the normal water volume area, and dynamically optimize the waterway status diagram.

10. A water volume control system in urban-rural integration, characterized in that: The water volume control system in urban-rural integration is applied to the water volume control method in urban-rural integration as claimed in any one of claims 1 to 9, and the water volume control system in urban-rural integration includes: An acquisition module is used to locate the urban-rural integration system and obtain an urban-rural integration distribution map according to the urban-rural integration system; A monitoring node module is used to define each water supply path based on the urban-rural integrated distribution map, and to define multiple monitoring nodes based on the path length of each water supply path and the corresponding water supply target; A matching module is used to collect water volume monitoring data from each monitoring node and match the water volume status of the corresponding monitoring node according to the water volume monitoring data; The water volume abnormal area module is used to construct a waterway state diagram according to multiple water volume states and corresponding water supply paths, and define the water volume abnormal area according to the waterway state diagram; A water volume control scheme module is used to match the water volume control logic according to the current water volume and the abnormality type in the water volume abnormal area, and define the water volume control level in the water volume control logic to output the water volume control scheme; The optimization module is used to define the water supply status of the water volume abnormality area based on the water volume control plan, and to carry out directional water supply along the water volume abnormality area. At the same time, the remaining areas associated with the water volume abnormality area are defined, and the water volume of the water volume abnormality area is coordinated and controlled based on the remaining areas, so as to dynamically optimize the waterway status diagram.

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