Water gate construction data management method and system

Abstract

The invention discloses a sluice construction data management method and system, and relates to the technical field of data analysis, and the method comprises the following steps: analyzing to obtain a flow change degree, calculating the occurrence rate of extreme weather during construction, selecting a first control parameter, a second control parameter and a third control parameter, constructing a first screening interval and a second screening interval, and selecting a first screening interval and a second screening interval; and calculating an average construction period, continuously regulating and controlling the first control parameter and the second control parameter, continuously calculating a corresponding second difference value, and selecting a first operation. Risks caused by weather or flow change are reduced through analysis of historical hydrological and meteorological data, parameters are reasonably selected according to multiple factors, effectiveness and safety of the construction process are ensured, an elastic threshold value is set, the basic change amount is continuously regulated and controlled, the flexibility of field operation is improved, and the construction efficiency is improved. By accurately matching construction data and adjusting strategies in real time, resource use is controlled, and by reasonably configuring construction resources and time, economic benefits are improved.

Description

Technical Field

[0001] The present invention relates to the technical field of data analysis, and in particular to a sluice construction data management method and system. Background Art

[0002] In recent years, with the development of mobile Internet, data collection and management at construction sites have become more flexible. Through mobile devices, on-site workers can upload data in real time and communicate with managers to improve the efficiency of information transmission. Data management of sluice construction has begun to adopt big data analysis technology to store, process and analyze various types of data generated during the construction process, thereby improving the scientific nature of construction decisions. For example, by analyzing historical construction data, construction plans and resource allocation can be optimized.

[0003] At present, a Chinese invention patent with publication number CN 117648748 A discloses a method for BIM forward design applied to the sluice project scheme stage. This method integrates digital twin technology with water conservancy landscape river sluice projects to compare the overall design effects of sluice schemes, improve the efficiency of communicating schemes with owners, and quickly transmit the integrated model data to the smart construction and operation management platform to improve work efficiency and enrich communication and expression channels. However, the relevant technology does not regulate the relevant construction parameters according to the construction progress, which may easily lead to insufficient applicability of the construction scheme, and does not comprehensively select and analyze the control parameters of the sluice from multiple dimensions. It lacks comprehensive analysis and integrity of data, and lacks scientificity in sluice construction analysis. Summary of the invention

[0004] The technical problem solved by the present invention is that the relevant construction parameters are not regulated according to the construction progress in the related technology, which may easily lead to insufficient applicability of the construction plan, and the control parameters of the sluice are not selected and analyzed from multiple dimensions, lacking comprehensiveness of analysis and integrity of data, and lacking scientificity of sluice construction analysis.

[0005] In order to solve the above technical problems, the present invention provides the following technical solutions: In the first aspect, a method for managing sluice construction data comprises the following steps:

[0006] Step S100, obtaining historical hydrological data and historical meteorological data of the area to be constructed, analyzing the historical hydrological data to obtain the flow variation, calculating the occurrence rate of extreme weather during the construction period according to the historical meteorological data, obtaining the soil type of the area to be constructed, and matching the corresponding soil stability according to the soil type;

[0007] Step S200, selecting an ideal construction machinery size and an ideal excavation depth according to the soil stability, recorded as a first control parameter, selecting a sluice slope and a drainage rate according to the flow rate change, recorded as a second control parameter, and selecting a sluice opening method and a sluice material according to the occurrence rate of extreme weather, recorded as a third control parameter;

[0008] Step S300, pre-determine the construction period, set the elastic threshold, construct the first screening interval and the second screening interval according to the elastic threshold, the first control parameter and the second control parameter, call the sluice construction database, perform a first match on the sluice construction database according to the third control parameter, obtain the first matching data, perform a second match on the first matching data according to the first screening interval and the second screening interval, obtain the second matching data, calculate the average construction period according to the second matching data, calculate the difference between the pre-determined construction period and the average construction period, and record it as the second difference;

[0009] Step S400: setting the seventh value as a basic change amount, continuously adjusting the first control parameter and the second control parameter according to the basic change amount, continuously calculating the corresponding second difference, and selecting the first operation according to the difference.

[0010] As a preferred solution of the sluice construction data management method described in the present invention, step S100 includes the following sub-steps:

[0011] Step S101, obtaining historical hydrological data and historical meteorological data of the area to be constructed, wherein the historical hydrological data is represented by historical average daily flow, and the historical meteorological data includes non-extreme weather and extreme weather;

[0012] Step S102, analyzing the historical hydrological data to obtain flow rate variation;

[0013] Step S103, calculating the occurrence rate of extreme weather during the construction period according to historical meteorological data, wherein the extreme weather includes heavy precipitation, drought, extreme low temperature, extreme high temperature, typhoon or hurricane, tornado, hail and snowstorm;

[0014] Step S104, obtaining the soil type of the area to be constructed, the soil types including clay, sand, loam, gravel, silt and rock, matching the corresponding soil stability according to the soil type, the matching logic of the soil stability includes:

[0015] A soil database is called, the soil type is input into the soil database, and the soil stability corresponding to the soil type is obtained.

[0016] As a preferred solution of the sluice construction data management method described in the present invention, the analysis logic of the flow rate variation degree includes:

[0017] Obtain adjacent historical average daily flows, where the adjacent means are adjacent in time order, record the adjacent average daily flows as the first flow and the second flow respectively, calculate the difference between the second flow and the first flow, record it as the first difference, calculate the ratio of the first difference to the first flow, record it as the first ratio, traverse the first ratio, calculate the average value of the first ratio, and set the average value of the first ratio as the flow change degree.

[0018] As a preferred solution of the sluice construction data management method described in the present invention, the calculation logic of the incidence of extreme weather includes: counting the total number of non-extreme weather and extreme weather, recorded as the first number, counting the number of extreme weather, recorded as the second number, calculating the ratio of the second number to the first number, recorded as the second ratio, and setting the second ratio as the incidence of extreme weather.

[0019] As a preferred solution of the sluice construction data management method described in the present invention, step S200 includes the following sub-steps:

[0020] Step S201, selecting an ideal construction machine size and an ideal excavation depth according to the soil stability, which are recorded as first control parameters. The selection logic of the construction machine size and the excavation depth includes:

[0021] Taking soil temperature as the initial simulation condition, setting the first value as the settlement threshold, selecting the initial construction machinery size and the initial excavation depth, simulating the construction site, measuring soil settlement, comparing the soil settlement with the settlement threshold, and obtaining a comparison result; when the comparison result shows that the soil settlement is greater than or equal to the settlement threshold, setting a first reduction amount and a second reduction amount, continuously reducing the initial construction machinery size by the first reduction amount, and continuously reducing the initial excavation depth by the first reduction amount, and recording the soil settlement accordingly, until the soil settlement is less than the settlement threshold, stopping the continuous reduction of the initial construction machinery size and the initial excavation depth, and setting the corresponding initial construction machinery size and initial excavation depth as the ideal construction machinery size and the ideal excavation depth;

[0022] Step S202, select the sluice slope and drainage rate according to the flow change degree, recorded as the second control parameter, select the sluice opening method and sluice material according to the occurrence rate of extreme weather, recorded as the third control parameter, the sluice opening method includes electric opening and manual opening, the sluice material includes composite materials and anti-seepage materials, and the selection logic of the sluice slope and drainage rate includes:

[0023] Obtain the flow rate variation, obtain the length of the construction site, calculate the ratio of the flow rate variation to the length of the construction site, record it as the third ratio, take the tangent value of the third ratio, set the tangent value of the third ratio as the sluice slope, obtain the width of the construction site, obtain the flow rate variation, calculate the product of the flow rate variation and the width, record it as the first product, obtain the radius of the drainage pipe and the number of drainage pipes, calculate the ratio of the first product to the number of drainage pipes, record it as the fourth ratio, calculate the cross-sectional area of ​​the drainage pipe, calculate the ratio of the fourth ratio to the cross-sectional area of ​​the drainage pipe, record it as the fifth ratio, and set the fifth ratio as the drainage rate;

[0024] The selection logic of the sluice gate opening method and sluice gate material includes:

[0025] Obtain the extreme weather occurrence rate, set the third value, the fourth value and the fifth value as the demarcation thresholds; when the extreme weather occurrence rate is less than or equal to the third value, set the sluice gate opening mode and the sluice gate material to electric opening and anti-seepage material; when the extreme weather occurrence rate is greater than the third value and less than or equal to the fourth value, set the sluice gate opening mode and the sluice gate material to electric opening and composite material; when the extreme weather occurrence rate is greater than the fourth value and less than or equal to the fifth value, set the sluice gate opening mode and the sluice gate material to manual opening and anti-seepage material; when the extreme weather occurrence rate is greater than the fifth value, set the sluice gate opening mode and the sluice gate material to manual opening and composite material.

[0026] As a preferred solution of the sluice construction data management method described in the present invention, step S300 includes the following sub-steps:

[0027] Step S301, setting the first time period as a predetermined construction period, setting the sixth value as an elastic threshold, constructing a first screening interval and a second screening interval according to the elastic threshold, the first control parameter and the second control parameter, wherein the construction logic of the first screening interval and the second screening interval includes:

[0028] Calculate the difference between the elastic threshold and the first control parameter and the second control parameter respectively, obtain the lower limit value of the first screening interval and the lower limit value of the second screening interval, calculate the sum of the elastic threshold and the first control parameter and the second control parameter respectively, obtain the upper limit value of the first screening interval and the upper limit value of the second screening interval, and construct the first screening interval and the second screening interval;

[0029] Step S302, calling the sluice construction database, inputting the sluice opening method and sluice material into the sluice construction database, obtaining first matching data, wherein the first matching data includes a first control parameter corresponding to the sluice opening method and the sluice material, a corresponding second control parameter and a corresponding first construction period, performing a second matching on the first matching data according to the first screening interval and the second screening interval, obtaining second matching data, wherein the second matching data includes the first matching data and the second construction period distributed in the first screening interval and the second screening interval, traversing the second construction period, calculating the average of the second construction period, recorded as the average construction period, calculating the difference between the predetermined construction period and the average construction period, recorded as the second difference.

[0030] As a preferred solution of the sluice construction data management method described in the present invention, step S400 includes the following sub-steps:

[0031] Step S401, setting the seventh value as a basic change amount, continuously adjusting the first control parameter and the second control parameter according to the basic change amount, and continuously calculating the corresponding second difference. The logic of continuously adjusting the first control parameter and the second control parameter includes:

[0032] According to the seventh value, the first control parameter and the second control parameter are respectively continuously increased or continuously decreased, and the corresponding second difference is calculated;

[0033] Step S402: selecting a first operation according to the difference, wherein the selection logic of the first operation includes:

[0034] When the second difference after adjustment is 0, stop adjusting the first control parameter and the second control parameter, and record the first control parameter and the second control parameter when the adjustment is stopped as the standard first control parameter and the standard second control parameter. When the second difference after adjustment is not 0, set half of the basic change amount as the new basic change amount, and perform continuous adjustment until the second difference is 0, and then stop the continuous adjustment.

[0035] In a second aspect, a sluice construction data management system includes a collection module, an analysis module and a control module;

[0036] The acquisition module acquires historical hydrological data and historical meteorological data of the area to be constructed, analyzes the historical hydrological data to obtain the flow change, calculates the occurrence rate of extreme weather during the construction period according to the historical meteorological data, acquires the soil type of the area to be constructed, and matches the corresponding soil stability according to the soil type;

[0037] The analysis module selects an ideal construction machinery size and an ideal excavation depth according to the soil stability, which are recorded as the first control parameter; selects a sluice slope and a drainage rate according to the flow rate change, which are recorded as the second control parameter; selects a sluice opening method and a sluice material according to the occurrence rate of extreme weather, which are recorded as the third control parameter; a predetermined construction period is set, an elastic threshold is set, and a first screening interval and a second screening interval are constructed according to the elastic threshold, the first control parameter and the second control parameter; a sluice construction database is called, and a first matching is performed on the sluice construction database according to the third control parameter to obtain first matching data, the first matching data; a second matching is performed on the first matching data according to the first screening interval and the second screening interval to obtain second matching data; an average construction period is calculated according to the second matching data, and a difference between the predetermined construction period and the average construction period is calculated, which is recorded as the second difference;

[0038] The control module sets the seventh value as a basic change amount, continuously adjusts the first control parameter and the second control parameter according to the basic change amount, continuously calculates the corresponding second difference, and selects the first operation according to the difference.

[0039] In a third aspect, the present invention provides an electronic device comprising a memory, a processor and storage in the memory, wherein the memory stores computer-readable instructions, and when the computer-readable instructions are executed by the processor, the steps in the system as described in any one of the above items are executed.

[0040] In a fourth aspect, the present invention provides a storage medium having a computer program stored thereon, wherein when the computer program is executed by a processor, the steps in the system described in any one of the above items are executed.

[0041] The beneficial effects of the present invention are as follows: through the analysis of historical hydrological and meteorological data, more accurate construction decisions can be made based on actual conditions, reducing the risks caused by weather or flow changes. According to factors such as soil stability, flow variability and extreme weather incidence, reasonable selection of construction machinery size, excavation depth, sluice slope and drainage rate and other parameters can be made to ensure the effectiveness and safety of the construction process. By setting elastic thresholds and continuously adjusting the basic change amount, construction parameters can be dynamically adjusted to adapt to various changes that may occur during the construction process, thereby improving the flexibility of on-site operations. By accurately matching construction data and adjusting strategies in real time, the construction cycle can be optimized, resource use can be controlled, and unnecessary construction delays can be reduced. By reasonably allocating construction resources and time, construction costs can be reduced and economic benefits can be improved. BRIEF DESCRIPTION OF THE DRAWINGS

[0042] Figure 1 A basic flow chart of a sluice construction data management method and system provided by an embodiment of the present invention. DETAILED DESCRIPTION

[0043] In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, the specific implementation methods of the present invention are described in detail below in conjunction with the drawings. It is obvious that the described embodiments are only part of the embodiments of the present invention, but not all of the embodiments.

[0044] Example, see Figure 1 , as an embodiment of the present invention, provides a sluice construction data management method, comprising the following steps:

[0045] Step S100, obtaining historical hydrological data and historical meteorological data of the area to be constructed, analyzing the historical hydrological data to obtain the flow variation, calculating the occurrence rate of extreme weather during the construction period according to the historical meteorological data, obtaining the soil type of the area to be constructed, and matching the corresponding soil stability according to the soil type;

[0046] Step S200, selecting an ideal construction machinery size and an ideal excavation depth according to the soil stability, recorded as a first control parameter, selecting a sluice slope and a drainage rate according to the flow rate change, recorded as a second control parameter, and selecting a sluice opening method and a sluice material according to the occurrence rate of extreme weather, recorded as a third control parameter;

[0047] Step S300, pre-determine the construction period, set the elastic threshold, construct the first screening interval and the second screening interval according to the elastic threshold, the first control parameter and the second control parameter, call the sluice construction database, perform a first match on the sluice construction database according to the third control parameter, obtain the first matching data, perform a second match on the first matching data according to the first screening interval and the second screening interval, obtain the second matching data, calculate the average construction period according to the second matching data, calculate the difference between the pre-determined construction period and the average construction period, and record it as the second difference;

[0048] Step S400: setting the seventh value as a basic change amount, continuously adjusting the first control parameter and the second control parameter according to the basic change amount, continuously calculating the corresponding second difference, and selecting the first operation according to the difference.

[0049] By analyzing historical hydrological and meteorological data, the present invention can make more accurate construction decisions based on actual conditions, reduce the risks caused by weather or flow changes, and reasonably select parameters such as construction machinery size, excavation depth, sluice slope and drainage rate according to factors such as soil stability, flow variability and extreme weather incidence, to ensure the effectiveness and safety of the construction process. By setting elastic thresholds and continuously adjusting basic changes, the present invention can dynamically adjust construction parameters to adapt to various changes that may occur during the construction process, thereby improving the flexibility of on-site operations. By accurately matching construction data and adjusting strategies in real time, the present invention can optimize the construction cycle, control resource usage, reduce unnecessary construction delays, and reduce construction costs and improve economic benefits by reasonably allocating construction resources and time.

[0050] The step S100 includes the following sub-steps:

[0051] Step S101, obtaining historical hydrological data and historical meteorological data of the area to be constructed, wherein the historical hydrological data is represented by historical average daily flow, and the historical meteorological data includes non-extreme weather and extreme weather;

[0052] Step S102, analyzing the historical hydrological data to obtain flow rate variation;

[0053] Step S103, calculating the occurrence rate of extreme weather during the construction period according to historical meteorological data, wherein the extreme weather includes heavy precipitation, drought, extreme low temperature, extreme high temperature, typhoon or hurricane, tornado, hail and snowstorm;

[0054] Step S104, obtaining the soil type of the area to be constructed, the soil types including clay, sand, loam, gravel, silt and rock, matching the corresponding soil stability according to the soil type, the matching logic of the soil stability includes:

[0055] A soil database is called, the soil type is input into the soil database, and the soil stability corresponding to the soil type is obtained.

[0056] The analysis logic of the flow rate variation degree includes:

[0057] Obtain adjacent historical average daily flows, where the adjacent means are adjacent in time order, record the adjacent average daily flows as the first flow and the second flow respectively, calculate the difference between the second flow and the first flow, record it as the first difference, calculate the ratio of the first difference to the first flow, record it as the first ratio, traverse the first ratio, calculate the average value of the first ratio, and set the average value of the first ratio as the flow change degree.

[0058] The calculation logic of the incidence of extreme weather includes: counting the total number of non-extreme weather and extreme weather, recorded as the first number, counting the number of extreme weather, recorded as the second number, calculating the ratio of the second number to the first number, recorded as the second ratio, and setting the second ratio as the incidence of extreme weather.

[0059] In specific implementation, historical hydrological and meteorological data provide a rich information basis for subsequent analysis, ensuring the comprehensiveness and accuracy of the data, and better reflecting the natural conditions of the construction area. By analyzing historical hydrological data, the flow change degree is calculated. By analyzing historical meteorological data, the incidence of extreme weather during the construction period is calculated. Extreme weather that may affect the construction can be effectively identified. By obtaining the soil type of the area to be constructed and calling the soil database to match the corresponding soil stability, it provides an important reference for selecting appropriate technologies and methods, improving construction safety and stability, and helping to establish a scientific construction plan. It plays a positive role in improving the quality of decision-making during the construction process, thereby reducing potential risks and uncertainties.

[0060] The step S200 includes the following sub-steps:

[0061] Step S201, selecting an ideal construction machine size and an ideal excavation depth according to the soil stability, which are recorded as first control parameters. The selection logic of the construction machine size and the excavation depth includes:

[0062] Taking soil temperature as the initial simulation condition, setting the first value as the settlement threshold, selecting the initial construction machinery size and the initial excavation depth, simulating the construction site, measuring soil settlement, comparing the soil settlement with the settlement threshold, and obtaining a comparison result; when the comparison result shows that the soil settlement is greater than or equal to the settlement threshold, setting a first reduction amount and a second reduction amount, continuously reducing the initial construction machinery size by the first reduction amount, and continuously reducing the initial excavation depth by the first reduction amount, and recording the soil settlement accordingly, until the soil settlement is less than the settlement threshold, stopping the continuous reduction of the initial construction machinery size and the initial excavation depth, and setting the corresponding initial construction machinery size and initial excavation depth as the ideal construction machinery size and the ideal excavation depth;

[0063] Step S202, select the sluice slope and drainage rate according to the flow change degree, recorded as the second control parameter, select the sluice opening method and sluice material according to the occurrence rate of extreme weather, recorded as the third control parameter, the sluice opening method includes electric opening and manual opening, the sluice material includes composite materials and anti-seepage materials, and the selection logic of the sluice slope and drainage rate includes:

[0064] Obtain the flow rate variation, obtain the length of the construction site, calculate the ratio of the flow rate variation to the length of the construction site, record it as the third ratio, take the tangent value of the third ratio, set the tangent value of the third ratio as the sluice slope, obtain the width of the construction site, obtain the flow rate variation, calculate the product of the flow rate variation and the width, record it as the first product, obtain the radius of the drainage pipe and the number of drainage pipes, calculate the ratio of the first product to the number of drainage pipes, record it as the fourth ratio, calculate the cross-sectional area of ​​the drainage pipe, calculate the ratio of the fourth ratio to the cross-sectional area of ​​the drainage pipe, record it as the fifth ratio, and set the fifth ratio as the drainage rate;

[0065] The selection logic of the sluice gate opening method and sluice gate material includes:

[0066] Obtain the extreme weather occurrence rate, set the third value, the fourth value and the fifth value as the demarcation thresholds; when the extreme weather occurrence rate is less than or equal to the third value, set the sluice gate opening mode and the sluice gate material to electric opening and anti-seepage material; when the extreme weather occurrence rate is greater than the third value and less than or equal to the fourth value, set the sluice gate opening mode and the sluice gate material to electric opening and composite material; when the extreme weather occurrence rate is greater than the fourth value and less than or equal to the fifth value, set the sluice gate opening mode and the sluice gate material to manual opening and anti-seepage material; when the extreme weather occurrence rate is greater than the fifth value, set the sluice gate opening mode and the sluice gate material to manual opening and composite material.

[0067] In the specific implementation, by selecting the ideal construction machinery size and excavation depth according to the soil type, ensuring that the soil settlement is controlled within a reasonable range during the construction process, it is helpful to improve construction safety and reduce later problems caused by settlement. Through the analysis of flow variation, the slope and drainage rate of the sluice are reasonably selected, and the opening method and material of the sluice are selected according to the occurrence rate of extreme weather, so that the sluice can perform at its best under different meteorological conditions. By calculating the ratio of flow change to the size of the construction site, it is ensured that the drainage capacity of the sluice matches the construction requirements, thereby improving the flood control and drainage capacity. The opening method and material of the sluice are selected in combination with the occurrence rate of extreme weather, which can effectively respond to different weather conditions, ensure the normal operation of the sluice under extreme conditions such as heavy rainfall or drought, and reduce engineering risks. Through reasonable parameter settings and design logic, the efficiency of sluice construction can be improved and the waste of time and cost caused by improper selection can be reduced.

[0068] The step S300 includes the following sub-steps:

[0069] Step S301, setting the first time period as a predetermined construction period, setting the sixth value as an elastic threshold, constructing a first screening interval and a second screening interval according to the elastic threshold, the first control parameter and the second control parameter, wherein the construction logic of the first screening interval and the second screening interval includes:

[0070] Calculate the difference between the elastic threshold and the first control parameter and the second control parameter respectively, obtain the lower limit value of the first screening interval and the lower limit value of the second screening interval, calculate the sum of the elastic threshold and the first control parameter and the second control parameter respectively, obtain the upper limit value of the first screening interval and the upper limit value of the second screening interval, and construct the first screening interval and the second screening interval;

[0071] Step S302, calling the sluice construction database, inputting the sluice opening method and sluice material into the sluice construction database, obtaining first matching data, wherein the first matching data includes a first control parameter corresponding to the sluice opening method and the sluice material, a corresponding second control parameter and a corresponding first construction period, performing a second matching on the first matching data according to the first screening interval and the second screening interval, obtaining second matching data, wherein the second matching data includes the first matching data and the second construction period distributed in the first screening interval and the second screening interval, traversing the second construction period, calculating the average of the second construction period, recorded as the average construction period, calculating the difference between the predetermined construction period and the average construction period, recorded as the second difference.

[0072] In specific implementation, by setting elastic thresholds and control parameters, flexibility can be provided for construction, which helps to deal with emergencies and reduce possible problems during construction. By calling the sluice construction database and obtaining data related to specific opening methods and materials, it is helpful to select appropriate construction plans and improve the pertinence and effectiveness of construction. Calculating the difference between the average value of the second construction cycle and the scheduled construction cycle can help to timely evaluate the progress of construction and make corresponding adjustments, which helps to ensure that the project is completed within the scheduled time.

[0073] The step S400 includes the following sub-steps:

[0074] Step S401, setting the seventh value as a basic change amount, continuously adjusting the first control parameter and the second control parameter according to the basic change amount, and continuously calculating the corresponding second difference. The logic of continuously adjusting the first control parameter and the second control parameter includes:

[0075] According to the seventh value, the first control parameter and the second control parameter are respectively continuously increased or continuously decreased, and the corresponding second difference is calculated;

[0076] Step S402: selecting a first operation according to the difference, wherein the selection logic of the first operation includes:

[0077] When the second difference after adjustment is 0, stop adjusting the first control parameter and the second control parameter, and record the first control parameter and the second control parameter when the adjustment is stopped as the standard first control parameter and the standard second control parameter. When the second difference after adjustment is not 0, set half of the basic change amount as the new basic change amount, and perform continuous adjustment until the second difference is 0, and then stop the continuous adjustment.

[0078] In specific implementation, by setting the foundation change and continuously adjusting the first and second control parameters, the construction process can be adjusted according to real-time data, which helps to respond to changes in the construction process in a timely manner and ensure the smooth progress of the project. By continuously adjusting the control parameters until the second difference is 0, it is ensured that the adjustment target of the control parameters is accurately achieved, so that the construction period and quality meet the expected standards. In the adjustment process, when the difference after adjustment is not 0, the foundation change is halved to provide a flexible response strategy, which effectively reduces the impact of uncertain factors on construction results and improves the stability of the project. When the second difference after adjustment is 0, the standard control parameters can be determined, thereby providing a reliable benchmark for subsequent construction, allowing repeated adjustments, promoting a cycle of continuous optimization, and promoting continuous improvement in actual construction.

[0079] By analyzing historical hydrological and meteorological data, the present invention can make more accurate construction decisions based on actual conditions, reduce the risks caused by weather or flow changes, and reasonably select parameters such as construction machinery size, excavation depth, sluice slope and drainage rate according to factors such as soil stability, flow variability and extreme weather incidence, to ensure the effectiveness and safety of the construction process. By setting elastic thresholds and continuously adjusting basic changes, the present invention can dynamically adjust construction parameters to adapt to various changes that may occur during the construction process, thereby improving the flexibility of on-site operations. By accurately matching construction data and adjusting strategies in real time, the present invention can optimize the construction cycle, control resource usage, reduce unnecessary construction delays, and reduce construction costs and improve economic benefits by reasonably allocating construction resources and time.

[0080] It should be understood by those skilled in the art that the embodiments of the present invention can be provided as methods, systems or computer program products. Therefore, the present invention can take the form of a complete hardware embodiment, a complete software embodiment or an embodiment combining software and hardware. Moreover, the present invention can take the form of a computer program product implemented on one or more computer-usable storage media containing computer-usable program codes. Among them, the storage medium can be implemented by any type of volatile or non-volatile storage device or a combination thereof, such as static random access memory (Static Random Access Memory, referred to as SRAM), electrically erasable programmable read-only memory (Electrically Erasable Programmable Read-Only Memory, referred to as EEPROM), erasable programmable read-only memory (Erasable Programmable Read Only Memory, referred to as EPROM), programmable read-only memory (Programmable Red-Only Memory, referred to as PROM), read-only memory (Read-Only Memory, referred to as ROM), magnetic memory, flash memory, disk or optical disk. These computer program instructions may also be stored in a computer-readable memory capable of directing a computer or other programmable data processing device to operate in a specific manner, so that the instructions stored in the computer-readable memory produce an article of manufacture comprising an instruction device, which implements the process Figure 1 A process or multiple processes and / or boxes Figure 1 A function specified in one or more boxes.

[0081] It should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention rather than to limit it. Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present invention may be modified or replaced by equivalents without departing from the spirit and scope of the technical solutions of the present invention, which should all be included in the scope of the claims of the present invention.

Claims

1. A method for managing sluice construction data, characterized in that: The following steps are involved: Step S100, obtaining historical hydrological data and historical meteorological data of the area to be constructed, analyzing the historical hydrological data to obtain the flow variation, calculating the occurrence rate of extreme weather during the construction period according to the historical meteorological data, obtaining the soil type of the area to be constructed, and matching the corresponding soil stability according to the soil type; Step S200, selecting an ideal construction machinery size and an ideal excavation depth according to the soil stability, recorded as a first control parameter, selecting a sluice slope and a drainage rate according to the flow rate change, recorded as a second control parameter, and selecting a sluice opening method and a sluice material according to the occurrence rate of extreme weather, recorded as a third control parameter; Step S300, pre-determine the construction period, set the elastic threshold, construct the first screening interval and the second screening interval according to the elastic threshold, the first control parameter and the second control parameter, call the sluice construction database, perform a first match on the sluice construction database according to the third control parameter, obtain the first matching data, perform a second match on the first matching data according to the first screening interval and the second screening interval, obtain the second matching data, calculate the average construction period according to the second matching data, calculate the difference between the pre-determined construction period and the average construction period, and record it as the second difference; Step S400: setting the seventh value as a basic change amount, continuously adjusting the first control parameter and the second control parameter according to the basic change amount, continuously calculating the corresponding second difference, and selecting the first operation according to the difference.

2. A sluice construction data management method as claimed in claim 1, characterized in that: The step S100 includes the following sub-steps: Step S101, obtaining historical hydrological data and historical meteorological data of the area to be constructed, wherein the historical hydrological data is represented by historical average daily flow, and the historical meteorological data includes non-extreme weather and extreme weather; Step S102, analyzing the historical hydrological data to obtain flow rate variation; Step S103, calculating the occurrence rate of extreme weather during the construction period according to historical meteorological data, wherein the extreme weather includes heavy precipitation, drought, extreme low temperature, extreme high temperature, typhoon or hurricane, tornado, hail and snowstorm; Step S104, obtaining the soil type of the area to be constructed, the soil types including clay, sand, loam, gravel, silt and rock, matching the corresponding soil stability according to the soil type, the matching logic of the soil stability includes: A soil database is called, the soil type is input into the soil database, and the soil stability corresponding to the soil type is obtained.

3. A sluice construction data management method as claimed in claim 2, characterized in that: The analysis logic of the flow rate variation degree includes: Obtain adjacent historical average daily flows, where the adjacent means are adjacent in time order, record the adjacent average daily flows as the first flow and the second flow respectively, calculate the difference between the second flow and the first flow, record it as the first difference, calculate the ratio of the first difference to the first flow, record it as the first ratio, traverse the first ratio, calculate the average value of the first ratio, and set the average value of the first ratio as the flow change degree.

4. A sluice construction data management method as claimed in claim 2, characterized in that: The calculation logic of the incidence of extreme weather includes: counting the total number of non-extreme weather and extreme weather, recorded as the first number, counting the number of extreme weather, recorded as the second number, calculating the ratio of the second number to the first number, recorded as the second ratio, and setting the second ratio as the incidence of extreme weather.

5. A sluice construction data management method as claimed in claim 1, characterized in that: The step S200 includes the following sub-steps: Step S201, selecting an ideal construction machine size and an ideal excavation depth according to the soil stability, recorded as a first control parameter, the selection logic of the construction machine size and the excavation depth includes: Taking soil temperature as the initial simulation condition, setting the first value as the settlement threshold, selecting the initial construction machinery size and the initial excavation depth, simulating the construction site, measuring soil settlement, comparing the soil settlement with the settlement threshold, and obtaining a comparison result; when the comparison result shows that the soil settlement is greater than or equal to the settlement threshold, setting a first reduction amount and a second reduction amount, continuously reducing the initial construction machinery size by the first reduction amount, and continuously reducing the initial excavation depth by the first reduction amount, and recording the soil settlement accordingly, until the soil settlement is less than the settlement threshold, stopping the continuous reduction of the initial construction machinery size and the initial excavation depth, and setting the corresponding initial construction machinery size and initial excavation depth as the ideal construction machinery size and the ideal excavation depth; Step S202, select the sluice slope and drainage rate according to the flow change degree, recorded as the second control parameter, select the sluice opening method and sluice material according to the occurrence rate of extreme weather, recorded as the third control parameter, the sluice opening method includes electric opening and manual opening, the sluice material includes composite materials and anti-seepage materials, and the selection logic of the sluice slope and drainage rate includes: Obtain the flow rate variation, obtain the length of the construction site, calculate the ratio of the flow rate variation to the length of the construction site, record it as the third ratio, take the tangent value of the third ratio, set the tangent value of the third ratio as the sluice slope, obtain the width of the construction site, obtain the flow rate variation, calculate the product of the flow rate variation and the width, record it as the first product, obtain the radius of the drainage pipe and the number of drainage pipes, calculate the ratio of the first product to the number of drainage pipes, record it as the fourth ratio, calculate the cross-sectional area of ​​the drainage pipe, calculate the ratio of the fourth ratio to the cross-sectional area of ​​the drainage pipe, record it as the fifth ratio, and set the fifth ratio as the drainage rate; The selection logic of the sluice gate opening method and sluice gate material includes: Obtain the extreme weather occurrence rate, set the third value, the fourth value and the fifth value as the demarcation thresholds; when the extreme weather occurrence rate is less than or equal to the third value, set the sluice gate opening mode and the sluice gate material to electric opening and anti-seepage material; when the extreme weather occurrence rate is greater than the third value and less than or equal to the fourth value, set the sluice gate opening mode and the sluice gate material to electric opening and composite material; when the extreme weather occurrence rate is greater than the fourth value and less than or equal to the fifth value, set the sluice gate opening mode and the sluice gate material to manual opening and anti-seepage material; when the extreme weather occurrence rate is greater than the fifth value, set the sluice gate opening mode and the sluice gate material to manual opening and composite material.

6. A sluice construction data management method as claimed in claim 1, characterized in that: The step S300 includes the following sub-steps: Step S301, setting the first time period as a predetermined construction period, setting the sixth value as an elastic threshold, constructing a first screening interval and a second screening interval according to the elastic threshold, the first control parameter and the second control parameter, wherein the construction logic of the first screening interval and the second screening interval includes: Calculate the difference between the elastic threshold and the first control parameter and the second control parameter respectively, obtain the lower limit value of the first screening interval and the lower limit value of the second screening interval, calculate the sum of the elastic threshold and the first control parameter and the second control parameter respectively, obtain the upper limit value of the first screening interval and the upper limit value of the second screening interval, and construct the first screening interval and the second screening interval; Step S302, calling the sluice construction database, inputting the sluice opening method and sluice material into the sluice construction database, obtaining first matching data, wherein the first matching data includes a first control parameter corresponding to the sluice opening method and the sluice material, a corresponding second control parameter and a corresponding first construction period, performing a second matching on the first matching data according to the first screening interval and the second screening interval, obtaining second matching data, wherein the second matching data includes the first matching data and the second construction period distributed in the first screening interval and the second screening interval, traversing the second construction period, calculating the average of the second construction period, recorded as the average construction period, calculating the difference between the predetermined construction period and the average construction period, recorded as the second difference.

7. A sluice construction data management method as claimed in claim 1, characterized in that: The step S400 includes the following sub-steps: Step S401, setting the seventh value as a basic change amount, continuously adjusting the first control parameter and the second control parameter according to the basic change amount, and continuously calculating the corresponding second difference. The logic of continuously adjusting the first control parameter and the second control parameter includes: According to the seventh value, the first control parameter and the second control parameter are respectively continuously increased or continuously decreased, and the corresponding second difference is calculated; Step S402: selecting a first operation according to the difference, wherein the selection logic of the first operation includes: When the second difference after adjustment is 0, stop adjusting the first control parameter and the second control parameter, and record the first control parameter and the second control parameter when the adjustment is stopped as the standard first control parameter and the standard second control parameter. When the second difference after adjustment is not 0, set half of the basic change amount as the new basic change amount, and perform continuous adjustment until the second difference is 0, and then stop the continuous adjustment.

8. A sluice construction data management system, characterized in that: It includes an acquisition module, an analysis module and a control module; The acquisition module acquires historical hydrological data and historical meteorological data of the area to be constructed, analyzes the historical hydrological data to obtain the flow change, calculates the occurrence rate of extreme weather during the construction period according to the historical meteorological data, acquires the soil type of the area to be constructed, and matches the corresponding soil stability according to the soil type; The analysis module selects an ideal construction machinery size and an ideal excavation depth according to the soil stability, which are recorded as the first control parameter; selects a sluice slope and a drainage rate according to the flow rate change, which are recorded as the second control parameter; selects a sluice opening method and a sluice material according to the occurrence rate of extreme weather, which are recorded as the third control parameter; a predetermined construction period is set, an elastic threshold is set, and a first screening interval and a second screening interval are constructed according to the elastic threshold, the first control parameter and the second control parameter; a sluice construction database is called, and a first matching is performed on the sluice construction database according to the third control parameter to obtain first matching data, the first matching data; a second matching is performed on the first matching data according to the first screening interval and the second screening interval to obtain second matching data; an average construction period is calculated according to the second matching data, and a difference between the predetermined construction period and the average construction period is calculated, which is recorded as the second difference; The control module sets the seventh value as a basic change amount, continuously adjusts the first control parameter and the second control parameter according to the basic change amount, continuously calculates the corresponding second difference, and selects the first operation according to the difference.

9. An electronic device comprising a memory, a processor, and a computer program stored in the memory and executable on the processor, wherein: When the processor executes the computer program, the method for managing sluice construction data as described in any one of claims 1 to 7 is implemented.

10. A computer-readable storage medium, characterized in that: The computer-readable storage medium stores a computer program, and when the computer program is executed by a processor, the method for managing sluice construction data according to any one of claims 1 to 7 is implemented.

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