Energy storage power station site selection method and system

Abstract

The application relates to a method and system for site selection of an energy storage power station, and relates to the technical field of the energy storage power station, which comprises the following steps: collecting a detection address of an energy storage power station and power grid parameters of the detection address; obtaining building specifications through the power grid parameters; calling a detection range from the detection address; obtaining a building range and a reference parameter through the building specifications; defining the detection address of the detection range larger than the building range as a selected address; calling detection parameters of the selected address; matching a detection weight from a preset detection comparison table through the detection parameters and the reference parameter; taking the selected address corresponding to the detection weight larger than a preset reference weight as a marked address, and outputting the marked address to a preset display area. The application has the effect of improving the efficiency of site selection of the energy storage power station.

Description

Technical Field

[0001] This invention relates to the technical field of energy storage power stations, and in particular to a method and system for site selection of energy storage power stations. Background Technology

[0002] An energy storage power station is a smart energy facility that uses technology to store electrical energy and flexibly regulate power supply and demand.

[0003] During the construction of energy storage power stations, it is necessary to conduct surveys and data collection on parameters such as the power grid and land around each candidate site. The feedback data is then used to conduct a preliminary design of the energy storage power station, and the site selection is further determined based on the design parameters of the energy storage power station.

[0004] In the process of building energy storage power stations, the inefficiency of conducting surveys and data collection on various candidate sites manually reduces the efficiency of site selection for energy storage power stations. Summary of the Invention

[0005] To improve the efficiency of energy storage power station site selection, this invention provides a method and system for energy storage power station site selection.

[0006] In a first aspect, the present invention provides a method for selecting the location of an energy storage power station, which adopts the following technical solution: A method for site selection of energy storage power stations includes: S10: Collect the detection address and building specifications of the energy storage power station; S11: Retrieve the detection range from the detection address; S12: Obtain the building scope and baseline parameters using the aforementioned building specifications; S13: Define the detection address that is larger than the building range as the selection address; S14: Retrieve the detection parameters of the selected address; S15: Match the detection weights from a preset detection comparison table using the detection parameters and the benchmark parameters; S16: The selected address corresponding to the detection weight that is greater than the preset benchmark weight is used as the marker address, and the marker address is output to the preset display area.

[0007] By adopting the above technical solution, the detection weights are obtained by analyzing the detection parameters and benchmark parameters around each address. Based on the comparison between the detection weights and benchmark weights, the marked addresses are selected and output to the display area. This allows for the automatic combination and analysis of the parameters around the address to obtain the construction address of the energy storage power station, thereby improving the efficiency of energy storage power station site selection.

[0008] Optionally, the verification method for the marked address includes: S20: Collect environmental parameters around the marked address; S21: When the environmental parameter contains a preset influence type, the environmental range is obtained in response to the environmental parameter; S22: The range of change and the duration of change are obtained by using the environmental parameters and the environmental range; S23: When the marked address is within the range of change, the resistance duration is obtained by using the building specifications, the type of influence, and the range of change; S24: When the change duration is greater than the resistance duration, remove the addresses whose change duration is greater than the resistance duration from the marked addresses to obtain new marked addresses.

[0009] Optional, also includes: S30: When the duration of the change is not greater than the duration of the resistance, the material transportation path is obtained by using the marked address and the building specifications; S31: In response to the material transport path and the environmental range, an intersection path is obtained; S32: Responding to the intersection path, the building specifications, and the range of variation to obtain the intersection transport duration and the intersection time point; S33: Use the range of change to retrieve the time point of change; S34: Based on the change time point, the change duration, and the intersection time point, retrieve the transport materials within the change range; S35: The marking duration is obtained by considering the transport material, the environmental parameters, and the range of variation; S36: When the transit time is longer than the marking time, remove the addresses whose transit time is longer than the marking time from the marking addresses to obtain new marking addresses.

[0010] By adopting the above technical solution, the material transportation path during the construction of energy storage power stations is analyzed to obtain the marking time and intersection time. Based on the comparison between the intersection time and the marking time, a new marking address is obtained. Thus, the location can be selected based on the impact of the material on the path, thereby improving the efficiency of energy storage power station site selection and reducing the environmental impact on materials, thus improving the efficiency of energy storage power station construction.

[0011] Optionally, the method for obtaining the rendezvous and rendezvous times includes: S40: Obtain the building type and the weight of transported materials using the building specifications, the marked address, and the material transport route; S41: Responding to the building type and the intersection path to obtain the intersection time point; S42: Acquire the path image of the intersecting path; S43: Identify the route type using the path image; S44: When the route type is a preset mountain road type, the variation parameters are obtained by varying the range; S45: The intersection transportation time is obtained by using the path image, the changing parameters, and the weight of the transported materials.

[0012] Optionally, the method for verifying the transit time includes: S50: Obtain the marked building range using the marked address, the building specifications, and the preset building location; S51: Retrieve the vegetation range from the marked address; S52: Responding to the vegetation range and the marked building range to obtain the intersection range; S53: Retrieve vegetation information within the intersection area; S54: In response to the vegetation information and the building specifications, obtain an estimated building noise; S55: Update the interchange transport time based on the estimated building noise and the marked address.

[0013] Optionally, the method for updating the rendezvous and transit time includes: S60: Collect the marked organisms around the marked address; S61: In response to the estimated building noise and the marked organism, a virtual migration trajectory is obtained; S62: When the virtual migration trajectory intersects with the material transport path, the emission time point is obtained in response to the estimated building noise; S63: Update the rendezvous and transportation duration using the departure time and the virtual migration trajectory.

[0014] Optional, also includes: S70: Obtain the estimated migration time through the virtual migration trajectory; S71: In response to the sending time point, the estimated migration duration, and the convergence path, the affected time period is obtained; S72: When the intersection time point is located within the influence time period, the influence duration is marked by the intersection time point and the influence time period. S73: Obtain the influence coefficient based on the duration of the influence of the marker; S74: Update the meeting and transportation time using the influence coefficient.

[0015] Optionally, the verification method for the marked building range includes: S80: In response to the vegetation information and the building specifications, an estimated vibration value is obtained; S81: Collect the soil compaction around the marked address; S82: Obtain the deviation range by comparing the soil compaction with the estimated vibration value; S83: In response to the marked address and the building specifications, obtain the reference deviation range; S84: Update the building position in response to the deviation range and the reference deviation range; S85: Update the marked building extent in response to the building location.

[0016] Optional, also includes: S90: When the deviation range is less than the reference deviation range, update the marked building range based on the deviation range; S91: When the deviation range is not less than the reference deviation range, the rolling stone parameters are obtained in response to the reference deviation range; S92: Obtain the protection specifications based on the rolling stone parameters and the marked building range, and add the protection specifications to the building specifications; S93: Update the marked building range based on the reference deviation range.

[0017] By adopting the above technical solution, the marked building range can be updated by analyzing the organisms and land around the marked address to obtain the impact of rolling stones and organisms on the construction and material transportation of the energy storage power station, thereby improving the accuracy of material transportation analysis along the transportation path.

[0018] Secondly, this application provides an energy storage power station site selection system, which adopts the following technical solution: An energy storage power station site selection system, comprising: The acquisition module is used to acquire the detection address and power grid parameters; A memory used to store a program for a method of site selection for an energy storage power station; The processor is used to load and execute programs stored in memory.

[0019] In summary, this application includes at least one of the following beneficial technical effects: 1. By analyzing the detection parameters and benchmark parameters around each address to obtain the detection weight, and based on the comparison between the detection weight and the benchmark weight, the marked address is selected and output to the display area. This allows for the automatic combination and analysis of the parameters around the address to obtain the construction address of the energy storage power station, thereby improving the efficiency of energy storage power station site selection. 2. By analyzing the material transportation routes required for the construction of energy storage power stations, the marking time and intersection time are obtained. Based on the comparison between the intersection time and the marking time, a new marking address is obtained. This allows for site selection based on the impact of materials on the route, thereby improving the efficiency of energy storage power station site selection while reducing the environmental impact on materials and thus improving the efficiency of energy storage power station construction. 3. By analyzing the organisms and land surrounding the marked address to understand the impact of rolling stones and organisms on the construction and material transportation of the energy storage power station, the marked building range can be updated, thereby improving the accuracy of material transportation analysis along the transportation path. Attached Figure Description

[0020] Figure 1 This is a flowchart of a method for site selection of an energy storage power station according to an embodiment of the present invention. Detailed Implementation

[0021] The present invention will now be described in further detail with reference to the accompanying drawings and embodiments.

[0022] Reference Figure 1 This application discloses a method for site selection of an energy storage power station, including the following steps: S10: Collect the detection address of the energy storage power station and the grid parameters of the detection address.

[0023] The testing site refers to an unsurveyed location suitable for building an energy storage power station. This site can be pre-entered by the operator. Grid parameters refer to the parameters of the power grid surrounding the testing site, including voltage level, short-circuit current level, grid frequency, and the distance between the testing site and the grid connection point. These parameters can also be pre-entered by the operator.

[0024] In this embodiment, the detection address is collected in a way that avoids key protected natural areas and cultural sites.

[0025] S11: Obtain building specifications through power grid parameters.

[0026] Building specifications refer to the minimum dimensions required to construct an energy storage power station at the test site. This is achieved by analyzing grid parameters to determine the equipment needed for the power station, such as power equipment, energy storage units, booster units, control rooms, energy storage system management platform rooms, and fire-fighting water tanks. Factors such as equipment footprint, safety distances, wiring corridors, and reserved space are then considered to form a preliminary construction scope. Finally, the building specifications are determined by combining parameters related to various construction materials, their specifications, and the construction scope. The methods for analyzing building specifications are common knowledge to those skilled in the art and will not be elaborated upon here.

[0027] S12: Retrieve the detection range from the detection address.

[0028] The detection range refers to the area where an energy storage power station can be built at the detection address. The detection range is obtained by retrieving the detection address.

[0029] S13: Obtain the building scope and baseline parameters through building specifications.

[0030] The building scope refers to the area within which the energy storage power station will be constructed, and is obtained from the building specifications as per S11. Benchmark parameters refer to the parameters that allow the energy storage power station to be constructed and operated. Benchmark parameters include parameters affecting the construction of the energy storage power station, such as soil mechanical property testing, geological hazard risk assessment, soil erosion testing, surrounding water resources and their location, and the location of surrounding buildings. Benchmark parameters are obtained by analyzing the building weight in the building specifications and the surrounding impact parameters when the energy storage power station is completed and operated by workers. The analysis methods for benchmark parameters are common knowledge to those skilled in the art and will not be elaborated here.

[0031] S14: Define the detection address that is larger than the building area as the selection address.

[0032] The selected address refers to the detection address that can be used for the pre-construction of energy storage power stations. The detection address is defined as the detection address that is larger than the construction area.

[0033] S15: Retrieve the detection parameters for the selected address.

[0034] The detection parameters refer to the environmental and architectural parameters of the selected address. Referring to the baseline parameters in S13, these parameters are collected in advance by drones or operators and entered into the system so that the detection parameters can be retrieved directly from the selected address.

[0035] S16: Match the detection weights from the preset detection comparison table by matching the detection parameters with the benchmark parameters.

[0036] The detection weight refers to the score given by assessing the suitability of the selected site for building an energy storage power station. The detection weight is determined by matching the detection parameters with benchmark parameters from a pre-set detection comparison table. The comparison table stores weight values ​​generated by comparing different detection parameters with benchmark parameters. For example, the closer the temperature and humidity of the selected site are to the benchmark parameters, the less impact the temperature and humidity have on the energy storage power station equipment, and the higher the resulting weight value. The parameters in the comparison table are pre-set experimentally by those skilled in the art based on actual conditions and will not be elaborated upon here.

[0037] S17: Use the selected address corresponding to the detection weight that is greater than the preset baseline weight as the marker address, and output the marker address to the preset display area.

[0038] The display area is a region set by technicians to display addresses suitable for building energy storage power stations. The baseline weight is the minimum weight value set by technicians to allow for the construction of energy storage power stations. The marked address refers to a selected address suitable for energy storage power station construction. The selected address corresponding to a detection weight greater than the baseline weight is used as the marked address, and this marked address is output to the display area.

[0039] Verification methods for marked addresses include: S20: Collect environmental parameters around the marked address.

[0040] Environmental parameters refer to the parameters of the environment surrounding the marked address. Environmental parameters include parameters such as water mist and salt mist. These parameters can be collected by devices such as droplet spectrometers and salt mist collectors to form environmental parameters.

[0041] S21: When the environmental parameters contain a preset influence type, respond to the environmental parameters to obtain the environmental range.

[0042] The impact type refers to the environmental type defined by technicians that affects the operation of the energy storage power station. Examples include water mist and salt spray in S20. The environmental range refers to the area within which environmental parameters exist. When environmental parameters include an impact type, it indicates the presence of water mist or salt spray around the marked address. The environmental range is obtained by retrieving and analyzing the range of the environmental parameters for the impact type. The method for retrieving and analyzing the environmental range is common knowledge to those skilled in the art and will not be elaborated upon here.

[0043] S22: Obtain the range and duration of change by using environmental parameters and environmental range.

[0044] The range of change refers to the extent to which environmental parameters change. Water mist and salt spray are prone to range shifts due to typhoons. Therefore, the range of change is determined by analyzing the range of environmental parameters in historical data affected by typhoons and other factors. The duration of change refers to the length of time during which the range of environmental parameters changes. The duration of change is determined by analyzing the length of time during which the range of environmental parameters changes.

[0045] The methods for analyzing the range and duration of change are common knowledge to those skilled in the art and will not be elaborated here.

[0046] S23: When the marked address is within the range of change, the resistance duration is obtained by the building specifications, the type of influence, and the range of change.

[0047] Resistance duration refers to the length of time that an energy storage power station can operate normally after being affected by changes in environmental parameters when it is completed. When the marked address is within the range of change, it means that the marked address will be affected by the environmental parameters after the range of change. Then, the specifications of the materials that are in direct contact with the environment are retrieved from the building specifications, and the resistance duration is matched from the preset construction reference table by the specifications of the materials, the type of influence, and the range of change.

[0048] The construction reference table stores the resistance duration corresponding to the specifications, impact types, and ranges of change of different materials. With material specifications and impact types remaining constant, the greater the range of change, the shorter the resistance duration. When environmental parameters change due to typhoons with rainfall, the greater the range of change in water mist, and the greater the increase in humidity caused by typhoon rains, the longer the resistance duration.

[0049] The parameters in the construction comparison table were set in advance by those skilled in the art based on actual conditions, and will not be elaborated here.

[0050] S24: When the change duration is greater than the resistance duration, remove the addresses whose change duration is greater than the resistance duration from the marked addresses to obtain new marked addresses.

[0051] When the change duration exceeds the resistance duration, it indicates that there is a situation where the function of the tag address is degraded due to the range of change. In this case, the address with the change duration exceeding the resistance duration is removed from the tag address to obtain a new tag address.

[0052] Also includes: S30: When the duration of change is not greater than the duration of resistance, the material transportation route is obtained by marking the address and building specifications.

[0053] The material transportation route refers to the path used to transport materials for the construction of an energy storage power station. When the duration of change is no greater than the resistance duration, it indicates that the marked address is unlikely to experience functional degradation due to the range of change. Therefore, the material transportation route is obtained by analyzing the marked address and building specifications. The analysis method for the material transportation route is common knowledge to those skilled in the art and will not be elaborated here.

[0054] S31: Responding to the material transport path and environmental extent to obtain the intersection path.

[0055] Intersection paths refer to the paths within the range of variation in material transportation routes. These paths are defined as intersection paths.

[0056] S32: Responds to the intersection path, building specifications, and range of variation to obtain the intersection transport duration and intersection time.

[0057] Intersection transport duration refers to the time required for material transport along an intersection path under the environment corresponding to the range of change. Intersection time point refers to the various time points at which material transport occurs on the intersection path. Intersection transport duration and intersection time point are obtained by analyzing intersection path, building specifications, and range of change.

[0058] S33: Use the range of change to retrieve the time point of change.

[0059] The point of change refers to the point in time when the range of change occurs. Referring to S22, the point in time when the range of change of historical environmental parameters occurs is used as the point of change.

[0060] S34: Retrieve transport materials within the range of change based on the time point of change, duration of change, and intersection time point.

[0061] Transport materials refer to materials transported within a range of variation. By combining the point of change with the duration of the change to form a time period of change, materials transported within the time period of change are considered as transport materials.

[0062] S35: The marking duration is determined by the transported materials, environmental parameters, and range of variation.

[0063] The marking duration refers to the longest time during which the transport material does not deteriorate under the environmental parameters corresponding to the range of variation. The marking duration is determined by matching the specifications of the transport material, environmental parameters, and range of variation from the construction comparison table, as referred to in S23. This will not be elaborated upon here.

[0064] S36: When the transit time exceeds the marking time, remove the addresses whose transit time exceeds the marking time from the marked addresses to obtain new marked addresses.

[0065] When the transit time exceeds the marking time, it indicates that the transported materials are susceptible to abnormalities caused by environmental parameters in the transit path. Therefore, addresses with transit times exceeding the marking time are removed from the marked addresses to obtain new marked addresses.

[0066] Methods for obtaining the transit duration and transit time include: S40: Obtain the building type and the weight of transported materials by using building specifications, marked addresses, and material transport routes.

[0067] Building type refers to the type of energy storage power station built. There are two types: one involves transporting all materials to the designated site for storage before construction; the other involves transporting materials in batches based on the construction progress of the energy storage power station. The building type is selected based on whether the designated site has sufficient space to store all materials. If the designated site can store all materials, then all materials are transported in one go. Otherwise, materials are transported in batches.

[0068] The weight of transported materials refers to the minimum weight at which materials used in building-based energy storage power stations are transported. This is determined by retrieving the specifications of each material from the building specifications, selecting a suitable mode of transport based on the transport route, and then using the maximum weight that can be transported by that mode of transport along that route as the weight of the transported materials. The methods for analyzing the weight of transported materials are common knowledge to those skilled in the art and will not be elaborated upon here.

[0069] S41: Responds to building type and intersection path to obtain the intersection time point.

[0070] By analyzing building types, the departure time of each material transportation is obtained, and the time for the materials to be transported to the intersection path is estimated. The time when the materials arrive at the intersection path is obtained by analyzing the departure time and the time. This time is taken as the intersection time.

[0071] S42: Collect path images of intersecting paths.

[0072] A path image refers to an image of the path within an intersecting path. The path image is obtained by taking images of intersecting paths with a pre-set drone.

[0073] S43: Identify route type using path images.

[0074] Route type refers to the type of intersecting paths. Path types are divided into mountain roads and highways. The route type is determined by identifying the color of the path from the path image. The method of image-based route type identification is common knowledge to those skilled in the art and will not be elaborated here.

[0075] S44: When the route type is the preset mountain road type, the variation parameters are obtained by changing the range.

[0076] The mountain road type refers to the route set by the technicians. Variation parameters refer to parameters that cause changes in environmental parameters, such as rainfall or typhoon intensity. These parameters are obtained by retrieving weather data from historical data at the time of the variation. The methods for retrieving and analyzing variation parameters are common knowledge to those skilled in the art and will not be elaborated upon here.

[0077] S45: Obtain the transit time by using the path image, changing parameters, and the weight of the transported materials.

[0078] By analyzing the mountain roads and changing parameters in the route image, if the changing parameter is a typhoon, then the typhoon level will affect the transportation of materials. If the changing parameter is rainfall, then rainfall will affect the mountain roads and reduce the efficiency of material transportation.

[0079] The transit time is determined by matching the varying parameters and the weight of the transported materials within a pre-defined transit reference table. This reference table stores the transit times corresponding to different varying parameters and material weights on mountainous terrain. The greater the weight of the transported materials and the larger the varying parameters, the greater the decrease in transport efficiency, and thus the longer the transit time. The parameters in the transit reference table are pre-set experimentally by those skilled in the art based on actual conditions and will not be elaborated upon here.

[0080] Methods for verifying the transit time include: S50: Obtain the marked building range by marking the address, building specifications, and preset building location.

[0081] The building location is the position designated by technicians for construction within the center of the marked address area. The marked building range refers to the area where the energy storage power station is distributed when constructed at the marked address building location. The marked building range is obtained by analyzing the marked address, building specifications, and building location. The analysis method for the marked building range is common knowledge to those skilled in the art and will not be elaborated here.

[0082] S51: Retrieve the vegetation range from the marked address.

[0083] Vegetation range refers to the range of vegetation that appears in the marked address. The vegetation range is retrieved by calling the marked address.

[0084] S52: Responds to vegetation extent and marked building extent to obtain the intersection extent.

[0085] The intersection range refers to the area where the vegetation range and the marked building range intersect. The intersection range is defined as the area where the vegetation range and the marked building range intersect.

[0086] S53: Retrieve vegetation information within the intersection area.

[0087] Vegetation information refers to information such as the size and type of vegetation within the intersection area. This information is obtained by retrieving the size and type of vegetation within the intersection area from the marked address.

[0088] S54: Response to vegetation information and building specifications to obtain estimated building noise.

[0089] Estimated building noise refers to the noise generated during the construction of an energy storage power station. This is determined by matching vegetation information with building specifications from a construction reference table. The reference table also stores estimated building noise levels corresponding to different vegetation types and building specifications. The intensity of noise generated during tree removal varies depending on the size and type of vegetation, and the noise levels also differ depending on the construction process specified in the building specifications; these details will not be elaborated upon here.

[0090] S55: Update transit times based on estimated building noise and marked addresses.

[0091] The estimated building noise and marked addresses are analyzed to update the transit time, and S36 is then executed after the update.

[0092] Methods for updating the transit time include: S60: Collect marked creatures around the marked address.

[0093] Marked creatures are creatures located around a marked address and can be obtained through pre-entry by the operator.

[0094] S61: Responds to estimated building noise and marks organisms to obtain virtual migration trajectories.

[0095] Virtual migration trajectories refer to the virtual trajectories of marked organisms when they migrate due to anticipated building noise. These trajectories are obtained by pre-surveying the migration paths of marked organisms at a marked location when they are exposed to anticipated building noise, and then building a 3D model. The methods for analyzing and establishing virtual migration trajectories are common knowledge to those skilled in the art and will not be elaborated upon here.

[0096] S62: When the virtual migration trajectory intersects with the material transport path, respond to the estimated building noise to obtain the emission time point.

[0097] The emission point refers to the estimated time when the building's energy storage power station will emit building noise. When the virtual migration trajectory intersects with the material transportation path, it indicates that the material will be affected by biological migration during transportation. Therefore, the emission point is obtained by analyzing the building specifications and the estimated building noise. The method for analyzing the emission point is common knowledge to those skilled in the art and will not be elaborated here.

[0098] In this embodiment, the building type of this building specification involves batch material transportation, so there are multiple instances where the estimated building noise will intersect with the virtual migration trajectory.

[0099] S63: Update the rendezvous and transport duration by issuing time points and virtual migration trajectories.

[0100] The new rendezvous and transportation duration is obtained by analyzing the departure time and the virtual migration trajectory.

[0101] Also includes: S70: Estimated migration time is obtained through virtual migration trajectory.

[0102] The estimated migration duration refers to the length of time a marked organism takes to migrate along a virtual migration trajectory. The estimated migration duration is obtained by simulating the migration of marked organisms along the virtual trajectory. The analytical methods for estimating migration duration are common knowledge to those skilled in the art and will not be elaborated upon here.

[0103] S71: Response to the time of issuance, estimated migration duration, and convergence path to obtain the period of impact.

[0104] The period of impact refers to the time during which marked organisms migrate to the intersection path and affect material transportation. The period of impact is obtained by combining the various time points of the marked organisms' migration from the point of origin to the intersection path. The method for analyzing the period of impact is common knowledge to those skilled in the art and will not be elaborated here.

[0105] S72: When the intersection point is within the influence period, the influence duration is marked by the intersection point and the influence period.

[0106] The duration of label impact refers to the length of time during which materials are affected by the migration of labeled organisms during transportation. When the convergence point falls within the impact period, it indicates that the materials are affected by migrating organisms during transportation. Therefore, the duration of label impact is determined by the length of time the convergence point contains within the impact period from the starting point. The method for analyzing the duration of label impact is common knowledge to those skilled in the art and will not be elaborated upon here.

[0107] S73: Obtain the influence coefficient based on the duration of the influence of the marker.

[0108] The impact coefficient refers to the coefficient value that affects the transit time. It is obtained by matching the impact coefficient from the transit lookup table by marking the impact duration. The transit lookup table also stores the impact coefficients corresponding to different marked impact durations. The longer the marked impact duration, the larger the impact coefficient, which will not be elaborated here.

[0109] S74: Update the transit time using the impact coefficient.

[0110] The new transit time is obtained by calculating the product of the influence coefficient and the transit time.

[0111] The verification methods for marking building boundaries include: S80: Response to vegetation information and building specifications to obtain estimated vibration values.

[0112] The estimated vibration value refers to the vibration value generated on the land at the marked address during the construction of the energy storage power station. The estimated vibration value is obtained by matching vegetation information with building specifications from a construction reference table. The construction reference table also stores the estimated vibration values ​​corresponding to different vegetation information and building specifications. The intensity of different vegetation sizes and types will result in different estimated vibration values ​​when trees are removed, and the estimated vibration values ​​corresponding to the construction process in the building specifications will also be different, which will not be elaborated here.

[0113] S81: Soil compaction around the marked location.

[0114] Soil compaction refers to the density of the soil around the marked location. Soil compaction is determined by testing the soil around the marked location using sound waves.

[0115] S82: Obtain the deviation range by combining soil compaction with the estimated vibration value.

[0116] The deviation range refers to the area around the marked address where stones are likely to fall. The deviation range is determined by matching the soil compaction with the estimated vibration value from the construction reference table. The construction reference table also stores the deviation ranges corresponding to different soil compaction and estimated vibration values. The greater the soil compaction, the looser the soil, the greater the estimated vibration value, and the larger the deviation range. This will not be elaborated on here.

[0117] In this embodiment, the estimated vibration value originates from the building location and gradually weakens towards the surrounding area. The soil compaction at different locations corresponds to the estimated vibration value.

[0118] S83: Responds to the marked address and building specifications to obtain the baseline deviation range.

[0119] The reference deviation range refers to the maximum range of positional deviation that the building specifications can accommodate. The remaining non-overlapping range is obtained by performing a range overlap analysis between the detection range of the marked address and the building range of the building specifications, and is used as the reference deviation range.

[0120] S84: Update building location in response to deviation range and baseline deviation range.

[0121] The new building location is obtained by analyzing the deviation range and the benchmark deviation range.

[0122] S85: Update the marked building extent in response to building location.

[0123] Re-execute S50 based on the new building location to obtain the new marked building range.

[0124] Also includes: S90: When the deviation range is less than the reference deviation range, update the marked building range based on the deviation range.

[0125] When the deviation range is less than the reference deviation range, it means that the building position can be moved to reduce the impact of rolling stones. Then, the building position is offset in a straight line according to the deviation range to obtain a new building position. S50 is re-executed with the new building position to obtain a new marked building range.

[0126] S91: When the deviation range is not less than the reference deviation range, the rolling stone parameters are obtained in response to the reference deviation range.

[0127] The rolling stone parameters refer to parameters such as the average mass, volume, estimated number, and range of rolling stones that appear when the marked address is subjected to vibration.

[0128] When the deviation range is not less than the baseline deviation range, it indicates that moving the building location will still have the effect of rolling stones. Therefore, the building location is first offset according to the baseline deviation range. After the offset, the estimated vibration value corresponding to the soil compaction changes. The rolling stone parameters are matched from the construction reference table by the soil compaction and the changed estimated vibration value. The greater the soil compaction, the greater the estimated vibration value, and the greater the mass of the rolling stones generated by the vibration. The average mass increases and the number increases, so the rolling stone parameters increase. This will not be elaborated here.

[0129] S92: Obtain the protection specifications based on the rolling stone parameters and the marked building range, and add the protection specifications to the building specifications.

[0130] Protection specifications refer to the parameters used to protect against falling rocks. Protection specifications can include parameters such as the strength and range of the construction fence. The protection strength is obtained by analyzing the mass of the falling rocks parameters. Then, the range of falling rocks in the falling rocks parameters is combined with the marked building range to obtain the range of the construction fence. The range of the fence and the protection strength are analyzed to obtain the protection specifications, and the protection specifications are added to the building specifications.

[0131] S93: Update the marked building range based on the baseline deviation range.

[0132] Referring to S91, the building position is first offset by the reference deviation range to obtain the new building position, and then S50 is re-executed to obtain the new marked building range.

[0133] Based on the same inventive concept, embodiments of the present invention provide an energy storage power station site selection system, comprising: The acquisition module is used to acquire detection address, power grid parameters, environmental parameters, path image, marked organisms, and soil compaction. A memory used to store a program for a method of site selection for an energy storage power station; The processor is used to load and execute programs stored in memory.

[0134] Those skilled in the art will clearly understand that, for the sake of convenience and brevity, the above-described division of functional modules is used as an example. In practical applications, the above functions can be assigned to different functional modules as needed, that is, the internal structure of the device can be divided into different functional modules to complete all or part of the functions described above. The specific working process of the system, device, and unit described above can be referred to the corresponding process in the foregoing method embodiments, and will not be repeated here.

[0135] The above description is merely a preferred embodiment of the present invention. The scope of protection of the present invention is not limited to the above embodiments. All technical solutions falling within the scope of the present invention's concept are within the scope of protection of the present invention. It should be noted that for those skilled in the art, any improvements and modifications made without departing from the principles of the present invention should also be considered within the scope of protection of the present invention.

Claims

1. A method for site selection of an energy storage power station, characterized in that, include: S10: Collect the detection address of the energy storage power station and the power grid parameters of the detection address; S11: Obtain building specifications using the power grid parameters; S12: Retrieve the detection range from the detection address; S13: Obtain the building scope and baseline parameters through the aforementioned building specifications; S14: Define the detection address that is larger than the building range as the selection address; S15: Retrieve the detection parameters of the selected address; S16: Match the detection weights from a preset detection comparison table using the detection parameters and the benchmark parameters; S17: The selected address corresponding to the detection weight that is greater than the preset benchmark weight is used as the marker address, and the marker address is output to the preset display area; The verification method for the marked address includes: S20: Collect environmental parameters around the marked address; S21: When the environmental parameter contains a preset influence type, the environmental range is obtained in response to the environmental parameter; S22: The range of change and the duration of change are obtained by using the environmental parameters and the environmental range; S23: When the marked address is within the range of change, the resistance duration is obtained by using the building specifications, the type of influence, and the range of change; S24: When the change duration is greater than the resistance duration, remove the addresses whose change duration is greater than the resistance duration from the marked addresses to obtain new marked addresses; Also includes: S30: When the duration of the change is not greater than the duration of the resistance, the material transportation path is obtained by using the marked address and the building specifications; S31: In response to the material transport path and the environmental range, an intersection path is obtained; S32: Responding to the intersection path, the building specifications, and the range of variation to obtain the intersection transport duration and the intersection time point; S33: Use the range of change to retrieve the time point of change; S34: Based on the change time point, the change duration, and the intersection time point, retrieve the transport materials within the change range; S35: The marking duration is obtained by considering the transport material, the environmental parameters, and the range of variation; S36: When the transit time is greater than the marking time, remove the addresses whose transit time is greater than the marking time from the marking addresses to obtain new marking addresses; The methods for obtaining the rendezvous and rendezvous times include: S40: Obtain the building type and the weight of transported materials using the building specifications, the marked address, and the material transport route; S41: Responding to the building type and the intersection path to obtain the intersection time point; S42: Acquire the path image of the intersecting path; S43: Identify the route type using the path image; S44: When the route type is a preset mountain road type, the variation parameters are obtained by varying the range; S45: The intersection transportation time is obtained by using the path image, the changing parameters, and the weight of the transported materials; The method for verifying the transit time includes: S50: Obtain the marked building range using the marked address, the building specifications, and the preset building location; S51: Retrieve the vegetation range from the marked address; S52: Responding to the vegetation range and the marked building range to obtain the intersection range; S53: Retrieve vegetation information within the intersection area; S54: In response to the vegetation information and the building specifications, obtain an estimated building noise; S55: Update the interchange transport time based on the estimated building noise and the marked address; The methods for updating the rendezvous and transit time include: S60: Collect the marked organisms around the marked address; S61: In response to the estimated building noise and the marked organism, a virtual migration trajectory is obtained; S62: When the virtual migration trajectory intersects with the material transport path, the emission time point is obtained in response to the estimated building noise; S63: Update the rendezvous and transportation duration using the departure time and the virtual migration trajectory; Also includes: S70: Obtain the estimated migration time through the virtual migration trajectory; S71: In response to the sending time point, the estimated migration duration, and the convergence path, the affected time period is obtained; S72: When the intersection time point is located within the influence time period, the influence duration is marked by the intersection time point and the influence time period. S73: Obtain the influence coefficient based on the duration of the influence of the marker; S74: Update the meeting transport duration using the influence coefficient; The verification method for the marked building range includes: S80: In response to the vegetation information and the building specifications, an estimated vibration value is obtained; S81: Collect the soil compaction around the marked address; S82: Obtain the deviation range by comparing the soil compaction with the estimated vibration value; S83: In response to the marked address and the building specifications, obtain the reference deviation range; S84: Update the building position in response to the deviation range and the reference deviation range; S85: Update the marked building extent in response to the building location.

2. The energy storage power station site selection method according to claim 1, characterized in that, Also includes: S90: When the deviation range is less than the reference deviation range, update the marked building range based on the deviation range; S91: When the deviation range is not less than the reference deviation range, the rolling stone parameters are obtained in response to the reference deviation range; S92: Obtain the protection specifications based on the rolling stone parameters and the marked building range, and add the protection specifications to the building specifications; S93: Update the marked building range based on the reference deviation range.

3. A site selection system for an energy storage power station, characterized in that, include: The acquisition module is used to acquire the detection address and power grid parameters; A memory for storing a program that implements the energy storage power station site selection method as described in any one of claims 1 to 2; The processor is used to load and execute programs stored in memory.

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