Slope water conservancy construction scheme generation method, device and equipment and storage medium

Abstract

The invention belongs to the technical field of slope water conservancy construction, and discloses a slope water conservancy construction scheme generation method, device and equipment and a storage medium, and the method comprises the steps: obtaining water storage information, water consumption information and average rainfall of a slope region; wherein the water storage information at least comprises the number of water storage points in the slope area and the water storage amount of each water storage point; the water consumption information comprises water consumption types, water consumption of each water consumption type and water consumption distribution positions corresponding to each water consumption type; determining the total water storage amount of the slope area according to the number of water storage points of the slope area and the water storage amount of each water storage point; determining a new water storage increment of the slope region based on the water consumption, the average rainfall and the total water storage amount of each water consumption type; on the basis of the water distribution positions corresponding to the water types and the new water storage increment of the slope area, a water storage point adding scheme is generated, and the water storage point adding scheme comprises the water storage point adding number, the water storage point adding position and the water storage point adding type. According to the invention, the layout of water storage and use can be optimized.

Description

Technical Field

[0001] The present invention belongs to the technical field of slope water conservancy construction, and in particular relates to a method, device, equipment and storage medium for generating a slope water conservancy construction plan. Background Art

[0002] Slope areas are mainly mountainous areas such as mountains and hills, accounting for about 67% of the country's land area. Cities are generally located in relatively flat areas or terrain with relatively low elevation differences. Therefore, the rural population, which accounts for about 70% of the total population, is distributed in the vast mountainous areas of 67%. The majority of farmers make a living by cultivating the land, and generally speaking, the largest proportion of these lands is mountainous.

[0003] With the construction of rural water conservancy, agricultural irrigation and its facilities have been greatly improved, which has played a key role in stabilizing agriculture, ensuring farmers' safety and enriching farmers. According to statistics, the number of rural water conservancy facilities in China has increased by 2-3 times compared with that before 1949, and a water use pattern of large, medium, small and micro water conservancy has been initially formed to ensure complementary water use.

[0004] With the development of social economy, the service function of water conservancy has undergone structural changes, from the original single service for production to the service of production, life and ecological environment. Water conservancy has become the "source of life", "the key to production" and "the foundation of ecology". As a result, the rural water conservancy infrastructure built over the years is increasingly unable to meet the multi-functional, all-round and deep-level needs, and is even more stretched in terms of water resource development, utilization, allocation and conservation.

[0005] For example, rural mountain ponds can generally only withstand drought for about 10 days, and household water storage tanks can be used for even shorter periods of time. In some rural areas, ponds often dry up and there is no water available in drought years or drought seasons. Even if there are large or medium-sized reservoirs nearby that can serve as water supplements, the villages can only sigh in despair due to the lack of water transfer facilities.

[0006] Therefore, there is an uneven distribution of water resources in the existing slope areas, which makes it impossible to meet or improve the water demand for rural life, production, and ecology; secondly, the existing water conservancy construction mainly relies on expert experience and cannot provide efficient and reasonable water conservancy construction plans for the slope areas. Summary of the invention

[0007] The purpose of the present invention is to provide a method, device, equipment and storage medium for generating a slope water conservancy construction plan, so as to solve the problem that the existing water conservancy construction mainly relies on expert experience and cannot provide efficient and reasonable water conservancy construction plans for slope areas.

[0008] In order to achieve the above object, the present invention adopts the following technical solutions: In a first aspect, the present invention provides a method for generating a slope water conservancy construction plan, the method comprising: Obtaining water storage information, water use information and average rainfall in the slope area; wherein the water storage information at least includes: the number of water storage points in the slope area and the water storage capacity of each water storage point; the water use information includes: water use type, water use capacity of each water use type and water use distribution location corresponding to each water use type; Determine the total amount of water storage in the slope area based on the number of water storage points in the slope area and the water storage capacity of each water storage point; Determine the additional water storage in the slope area based on the water consumption of each water use type, average rainfall and total water storage; Based on the water use distribution positions corresponding to each water use type and the additional water storage in the slope area, a water storage point addition plan is generated, and the water storage point addition plan includes: the additional number of water storage points, the additional positions of water storage points, and the additional types of water storage points.

[0009] Preferably, the newly added types of water storage points include: ponds, weirs, pools and cellars.

[0010] Preferably, the water types include at least: irrigation water, drinking water for humans and livestock, environmental water and backup water; the water consumption of each water type includes: irrigation water consumption, drinking water for humans and livestock, environmental water consumption and backup water consumption.

[0011] Preferably, the additional water storage amount in the slope area is determined based on the water consumption of each water type, the average rainfall and the total water storage amount, including: Determine the required water supply coefficient based on the pre-constructed water supply and demand balance equation; Calculate the total required water supply for the slope area based on the required water supply coefficient and the water consumption of each water type; Determine whether the total amount of water supply required in the slope area is greater than the total amount of water storage and less than the average rainfall; If yes, calculate the additional water storage in the slope area based on the total required water supply and total water storage in the slope area.

[0012] Preferably, the expression of the water supply and demand balance equation is: ; In the formula, is the water storage capacity of the jth water storage point, J is the number of water storage points, j=1,2,…,J, is the water consumption of the i-th water type, I is the total number of water types, i=1,2,…,I, K is the safety guarantee coefficient, K is 1.9, is the mean advantage coefficient, The value of is 0.618. as the required water supply coefficient.

[0013] Preferably, the total amount of water supply required for the slope area is calculated based on the required water supply coefficient and the water consumption of each water type, including: The required water supply coefficient is divided into the water supply coefficient required for irrigation, the water supply coefficient required for humans and livestock, the water supply coefficient required for the environment and the water supply coefficient required for standby; Calculate the required water supply for irrigation based on the required water supply coefficient for irrigation and the amount of water used for irrigation; Calculate the required water supply for humans and livestock based on the water supply coefficient and drinking water consumption of humans and livestock; Calculate the required water supply for the environment based on the required water supply coefficient for the environment and the environmental water consumption; Calculate the required standby water supply based on the required standby water supply coefficient and the standby water consumption; The total water supply required for slope areas is calculated based on the water supply required for irrigation, the water supply required for humans and livestock, the water supply required for the environment, and the water supply required for backup.

[0014] Preferably, based on the water distribution location corresponding to each water use type and the additional water storage amount in the slope area, a water storage point addition plan is generated, including: Determine the distribution map of each water use type according to the water use distribution position corresponding to each water use type, wherein the distribution map of each water use type includes: an irrigation water use distribution map, a human and livestock drinking water distribution map, an environmental water use distribution map, and a standby water use distribution map; Obtaining the position coordinates of each water storage point in the slope area, and determining the coverage range of each water storage point according to the position coordinates of each water storage point, wherein the coverage range of each water storage point includes: pond coverage range, weir coverage range, pool coverage range and cellar coverage range; Within the coverage area of ​​each water storage point, determine whether the water storage capacity of each water storage point can meet the water consumption of each water type within the coverage area. If not, construct a plan for adding water storage points within the coverage area based on the additional water storage capacity in the slope area.

[0015] In a second aspect, the present invention provides a device for generating a slope water conservancy construction plan, which is used to implement the above-mentioned method for generating a slope water conservancy construction plan, and the device includes: A data acquisition module is used to obtain water storage information, water use information and average rainfall in the slope area; wherein the water storage information at least includes: the number of water storage points in the slope area and the water storage capacity of each water storage point; the water use information includes: water use type, water use capacity of each water use type and water use distribution position corresponding to each water use type; The first calculation module is used to determine the total amount of water storage in the slope area according to the number of water storage points in the slope area and the water storage capacity of each water storage point; The second calculation module is used to determine the additional water storage amount in the slope area based on the water consumption of each water type, the average rainfall and the total water storage amount; The scheme generation module is used to generate a scheme for adding water storage points based on the water use distribution location corresponding to each water use type and the additional water storage amount in the slope area. The scheme for adding water storage points includes: the number of additional water storage points, the additional locations of water storage points and the additional types of water storage points.

[0016] In a third aspect, the present invention provides an electronic device comprising a memory, a processor, and a computer program stored in the memory and executable on the processor, wherein the processor implements the above-mentioned method for generating a slope water conservancy construction plan when executing the computer program.

[0017] In a fourth aspect, the present invention provides a computer-readable storage medium having a computer program stored thereon, which, when executed by a processor, implements the above-mentioned method for generating a slope water conservancy construction plan.

[0018] Beneficial effects: The present invention collects data such as water storage information, water use information and average rainfall in slope areas, calculates the additional water storage in slope areas, and then automatically generates a water storage point addition plan based on the water use distribution positions corresponding to each water use type and the additional water storage in the slope areas. The generated water storage point addition plan includes the additional number of water storage points, the additional positions of water storage points and the additional types of water storage points. The method can effectively improve the rationality of water conservancy construction and has high design efficiency. The generated water storage point addition plan can guide water conservancy construction, so that after the water storage point addition plan is completed, it can meet the water needs of rural life, production and ecology and optimize the layout of water storage and water use. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] The accompanying drawings are used to provide a further understanding of the embodiments of the present invention and constitute a part of the specification. Together with the following specific implementations, they are used to explain the embodiments of the present invention, but do not constitute a limitation on the embodiments of the present invention. In the accompanying drawings: Figure 1 It is a flow chart of a method for generating a slope water conservancy construction plan provided by one embodiment of the present invention; Figure 2 It is a block diagram of a device for generating a slope water conservancy construction plan provided by one embodiment of the present invention. DETAILED DESCRIPTION

[0020] In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the present invention will be briefly introduced below in combination with the drawings and the description of the embodiments or the prior art. Obviously, the following description of the structure of the drawings is only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work. It should be noted that the description of these embodiments is used to help understand the present invention, but does not constitute a limitation of the present invention.

[0021] Embodiment 1 Figure 1 This is a flow chart of a method for generating a slope water conservancy construction plan provided by one embodiment of the present invention. Figure 1 As shown, this embodiment provides a method for generating a slope water conservancy construction plan, the method comprising: Step S10: Obtaining water storage information, water use information and average rainfall in the slope area; wherein the water storage information at least includes: the number of water storage points in the slope area and the water storage capacity of each water storage point; the water use information includes: water use type, water use capacity of each water use type and water use distribution position corresponding to each water use type; In this embodiment, remote sensing technology can be used to identify water storage points in slope areas through satellite images, and GIS software can be used to analyze the topography and determine possible water storage points. At the same time, combined with on-site investigations, the number and location of water storage points are recorded; the types of water storage points in this embodiment mainly include ponds, weirs, pools and cellars.

[0022] In this embodiment, water level meters can be installed at various water storage points to regularly monitor water level changes, and a slope hydrological model can be established to simulate water storage capacity under different conditions. At the same time, historical water level and water storage data can be collected to analyze changing trends.

[0023] In this embodiment, the water use types mainly include: irrigation water, drinking water for humans and livestock, environmental water and backup water, and the corresponding water consumption mainly includes: irrigation water consumption, drinking water for humans and livestock, environmental water consumption and backup water consumption.

[0024] In this embodiment, the water consumption of each water type can be measured by field survey, recording the water consumption of irrigation, human and livestock, environment and storage; and then using GIS software to combine water consumption and geographical location information to draw a water distribution map.

[0025] In this embodiment, the average rainfall can be calculated by collecting historical rainfall data from local weather stations, obtaining rainfall data using satellite remote sensing technology, or establishing a rainfall model to predict the average rainfall.

[0026] Step S20: determining the total amount of water storage in the slope area according to the number of water storage points in the slope area and the water storage capacity of each water storage point; In this embodiment, after completing the statistics of the number of water storage points and the water storage capacity of each water storage point, the water storage capacity of each water storage point in the slope area can be summed up to obtain the total water storage amount of the slope area, which can reflect the water reserve situation in the area.

[0027] In this embodiment, when the total amount of water consumption of each water type in the area is greater than the total water storage in the slope area, it means that the water demand in the area is greater than the water reserve in the area and cannot meet the water demand in the area. It is necessary to plan the water storage points in the area to build more and reasonable water storage points to meet the water demand in the area.

[0028] Step S30: Determine the additional amount of water storage in the slope area based on the water consumption of each water type, average rainfall and total water storage; Specifically, based on the water consumption of each water type, average rainfall and total water storage, the additional water storage capacity of the slope area is determined, including: Step S301: Determine the required water supply coefficient based on the pre-constructed water supply and demand balance equation; Step S302: Calculate the total required water supply for the slope area based on the required water supply coefficient and the water consumption of each water type; Step S303: determining whether the total amount of water supply required in the slope area is greater than the total amount of water storage and less than the average rainfall; Step S304: If yes, the additional water storage amount of the slope area is calculated according to the total required water supply and total water storage amount of the slope area.

[0029] In this embodiment, the expression of the water supply and demand balance equation is: ; In the formula, is the water storage capacity of the jth water storage point, J is the number of water storage points, j=1,2,…,J, is the water consumption of the i-th water type, I is the total number of water types, i=1,2,…,I, K is the safety guarantee coefficient, K is 1.9, is the mean advantage coefficient, The value of is 0.618. as the required water supply coefficient.

[0030] The specific calculation method for step S302 is as follows: Step a10: Divide the required water supply coefficient to obtain the water supply coefficient required for irrigation, the water supply coefficient required for humans and livestock, the water supply coefficient required for the environment and the water supply coefficient required for standby; Step a20: Calculate the required water supply for irrigation based on the required water supply coefficient for irrigation and the amount of water used for irrigation; Step a30: Calculate the required water supply for humans and livestock based on the required water supply coefficient for humans and livestock and the drinking water volume of humans and livestock; Step a40: Calculate the required water supply for the environment based on the required water supply coefficient for the environment and the environmental water consumption; Step a50: Calculate the required standby water supply based on the required standby water supply coefficient and the standby water consumption; Step a60: Calculate the total required water supply for the slope area based on the required water supply for irrigation, the required water supply for humans and livestock, the required water supply for the environment, and the required water supply for backup.

[0031] In this embodiment, As the required water supply coefficient, The value of is 0.618, and the value of K is 1.9, so the required water supply coefficient is 1.17. After dividing the required water supply coefficient, the water supply coefficient for irrigation is 0.58, the water supply coefficient required for humans and livestock is 0.42, the water supply coefficient required for the environment is 0.13, and the water supply coefficient required for standby is 0.04.

[0032] Then, the water supply required for irrigation = irrigation water consumption ÷ irrigation water supply coefficient; The amount of water required by humans and livestock = the amount of water people and livestock drink ÷ the water supply coefficient required by humans and livestock; Environmental water supply required = environmental water consumption ÷ environmental water supply coefficient; The required water supply for standby = standby water consumption ÷ the required water supply coefficient for standby.

[0033] Then add up the water supply required for irrigation, the water supply required for humans and livestock, the water supply required for the environment, and the water supply required for backup to get the total water supply required for the slope area.

[0034] Step S40: Based on the water use distribution positions corresponding to each water use type and the additional water storage amount in the slope area, a water storage point addition plan is generated, wherein the water storage point addition plan includes: the number of additional water storage points, the additional positions of water storage points, and the additional types of water storage points.

[0035] Specifically, based on the water distribution location corresponding to each water type and the additional water storage in the slope area, a plan for adding water storage points is generated, including: Step S401: determining a distribution map of each water use type according to the water use distribution position corresponding to each water use type, wherein the distribution map of each water use type includes: an irrigation water use distribution map, a human and livestock drinking water distribution map, an environmental water use distribution map, and a standby water use distribution map; Step S402: obtaining the position coordinates of each water storage point in the slope area, and determining the coverage range of each water storage point according to the position coordinates of each water storage point, wherein the coverage range of each water storage point includes: pond coverage range, weir coverage range, pool coverage range and cellar coverage range; Step S403: within the coverage of each water storage point, determine whether the water storage capacity of each water storage point meets the water consumption of each water type within the coverage area; if not, construct a plan for adding water storage points within the coverage area according to the additional water storage capacity in the slope area.

[0036] In this embodiment, by collecting data such as water storage information, water use information and average rainfall in the slope area, the additional water storage in the slope area is calculated, and then based on the water use distribution position corresponding to each water use type and the additional water storage in the slope area, a new water storage point plan is automatically generated. The generated new water storage point plan includes the number of new water storage points, the new locations of water storage points and the new types of water storage points. This method can effectively improve the rationality of water conservancy construction and has high design efficiency. The generated new water storage point plan can guide water conservancy construction. After the new water storage point plan is completed, it can meet the water needs of rural life, production, and ecology and optimize the layout of water storage and water use.

[0037] The scheme for adding water storage points in this embodiment can correct the problem of excessive investment in rural water conservancy infrastructure construction and too many water storage ponds and weirs. That is, through the construction and operation of slope water conservancy systems, the focus of many rural water conservancy facilities construction is to form "networked" interoperability, and water resources allocation can adopt "group-style" scheduling to meet the water demand at the water level. It can save water resources, save project investment, optimize rural water regulation, maximize the optimal allocation of water resources, and realize a new pattern of intensive and economical rural water use.

[0038] Embodiment 2 Figure 2 FIG. 1 is a block diagram of a device for generating a slope water conservancy construction plan provided by an embodiment of the present invention. Figure 2 As shown, this embodiment provides a device for generating a slope water conservancy construction plan, which is used to implement the method for generating a slope water conservancy construction plan of embodiment 1, and the device includes: A data acquisition module is used to obtain water storage information, water use information and average rainfall in the slope area; wherein the water storage information at least includes: the number of water storage points in the slope area and the water storage capacity of each water storage point; the water use information includes: water use type, water use capacity of each water use type and water use distribution position corresponding to each water use type; The first calculation module is used to determine the total amount of water storage in the slope area according to the number of water storage points in the slope area and the water storage capacity of each water storage point; The second calculation module is used to determine the additional water storage amount in the slope area based on the water consumption of each water type, the average rainfall and the total water storage amount; The scheme generation module is used to generate a scheme for adding water storage points based on the water use distribution location corresponding to each water use type and the additional water storage amount in the slope area. The scheme for adding water storage points includes: the number of additional water storage points, the additional locations of water storage points and the additional types of water storage points.

[0039] This embodiment provides an electronic device, including a memory, a processor, and a computer program stored in the memory and executable on the processor. When the processor executes the computer program, the method for generating a slope water conservancy construction plan of the first embodiment is implemented.

[0040] This embodiment provides a computer-readable storage medium on which a computer program is stored. When the program is executed by a processor, the method for generating a slope water conservancy construction plan of the first embodiment is implemented.

[0041] This embodiment collects data such as water storage information, water use information, and average rainfall in the slope area, calculates the additional water storage in the slope area, and then automatically generates a water storage point addition plan based on the water use distribution position corresponding to each water use type and the additional water storage in the slope area. The generated water storage point addition plan includes the number of additional water storage points, the additional locations of water storage points, and the additional types of water storage points. This method can effectively improve the rationality of water conservancy construction and has high design efficiency. The generated water storage point addition plan can guide water conservancy construction. After the water storage point addition plan is completed, it can meet the water needs of rural life, production, and ecology and optimize the layout of water storage and water use.

[0042] The scheme for adding water storage points in this embodiment can correct the problem of excessive investment in rural water conservancy infrastructure construction and too many water storage ponds and weirs. That is, through the construction and operation of slope water conservancy systems, the focus of many rural water conservancy facilities construction is to form "networked" interoperability, and water resources allocation can adopt "group-style" scheduling to meet the water demand at the water level. It can save water resources, save project investment, optimize rural water regulation, maximize the optimal allocation of water resources, and realize a new pattern of intensive and economical rural water use.

[0043] Those skilled in the art will appreciate that the embodiments of the present application may be provided as methods, systems, or computer program products. Therefore, the present application may adopt the form of a complete hardware embodiment, a complete software embodiment, or an embodiment combining software and hardware. Moreover, the present application may adopt the form of a computer program product implemented on one or more computer-usable storage media (including but not limited to disk storage, CD-ROM, optical storage, etc.) containing computer-usable program codes.

[0044] The present application is described with reference to the flowcharts and / or block diagrams of the methods, devices (systems), and computer program products according to the embodiments of the present application. It should be understood that each process and / or box in the flowchart and / or block diagram, as well as the combination of the processes and / or boxes in the flowchart and / or block diagram, can be implemented by computer program instructions. These computer program instructions can be provided to a processor of a general-purpose computer, a special-purpose computer, an embedded processor, or other programmable data processing device to generate a machine, so that the instructions executed by the processor of the computer or other programmable data processing device generate instructions for implementing the processes in the flowchart and / or block diagram. Figure 1 A process or multiple processes and / or boxes Figure 1 A device that provides the functions specified in a block or multiple blocks.

[0045] The above are only embodiments of the present application and are not intended to limit the present application. For those skilled in the art, the present application may have various changes and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application should be included within the scope of the claims of the present application.

Claims

1. A method for generating a slope water conservancy construction plan, characterized in that: The method comprises: Obtaining water storage information, water use information and average rainfall in the slope area; wherein the water storage information at least includes: the number of water storage points in the slope area and the water storage capacity of each water storage point; the water use information includes: water use type, water use capacity of each water use type and water use distribution location corresponding to each water use type; Determine the total amount of water storage in the slope area based on the number of water storage points in the slope area and the water storage capacity of each water storage point; Determine the additional water storage in the slope area based on the water consumption of each water type, average rainfall and total water storage; Based on the water use distribution positions corresponding to each water use type and the additional water storage in the slope area, a water storage point addition plan is generated, and the water storage point addition plan includes: the additional number of water storage points, the additional positions of water storage points, and the additional types of water storage points.

2. The method for generating a slope water conservancy construction plan according to claim 1, characterized in that: The newly added types of water storage points include: ponds, weirs, pools and cellars.

3. The method for generating a slope water conservancy construction plan according to claim 2, characterized in that: The water use types include at least: irrigation water, drinking water for humans and livestock, environmental water and standby water; the water consumption of each water use type includes: irrigation water consumption, drinking water for humans and livestock, environmental water consumption and standby water consumption.

4. The method for generating a slope water conservancy construction plan according to claim 2, characterized in that: Based on the water consumption of each water type, average rainfall and total water storage, determine the additional water storage capacity in the slope area, including: Determine the required water supply coefficient based on the pre-constructed water supply and demand balance equation; Calculate the total required water supply for the slope area based on the required water supply coefficient and the water consumption of each water type; Determine whether the total amount of water supply required in the slope area is greater than the total amount of water storage and less than the average rainfall; If yes, calculate the additional water storage in the slope area based on the total required water supply and total water storage in the slope area.

5. The method for generating a slope water conservancy construction plan according to claim 4, characterized in that: The expression of the water supply and demand balance equation is: ； In the formula, is the water storage capacity of the jth water storage point, J is the number of water storage points, j=1,2,…,J, is the water consumption of the i-th water type, I is the total number of water types, i=1,2,…,I, K is the safety guarantee coefficient, K is 1.9, is the mean advantage coefficient, The value of is 0.

618. as the required water supply coefficient.

6. The method for generating a slope water conservancy construction plan according to claim 4, characterized in that: Based on the required water supply coefficient and the water consumption of each water type, the total required water supply for the slope area is calculated, including: The required water supply coefficient is divided into the water supply coefficient required for irrigation, the water supply coefficient required for humans and livestock, the water supply coefficient required for the environment and the water supply coefficient required for standby; Calculate the required water supply for irrigation based on the required water supply coefficient for irrigation and the amount of water used for irrigation; Calculate the required water supply for humans and livestock based on the water supply coefficient and drinking water consumption of humans and livestock; Calculate the required water supply for the environment based on the required water supply coefficient for the environment and the environmental water consumption; Calculate the required standby water supply based on the required standby water supply coefficient and the standby water consumption; The total water supply required for slope areas is calculated based on the water supply required for irrigation, the water supply required for humans and livestock, the water supply required for the environment, and the water supply required for backup.

7. The method for generating a slope water conservancy construction plan according to claim 3, characterized in that: Based on the water distribution location corresponding to each water use type and the additional water storage in the slope area, a plan for adding water storage points is generated, including: Determine the distribution map of each water use type according to the water use distribution position corresponding to each water use type, wherein the distribution map of each water use type includes: an irrigation water use distribution map, a human and livestock drinking water distribution map, an environmental water use distribution map, and a standby water use distribution map; Obtaining the position coordinates of each water storage point in the slope area, and determining the coverage range of each water storage point according to the position coordinates of each water storage point, wherein the coverage range of each water storage point includes: pond coverage range, weir coverage range, pool coverage range and cellar coverage range; Within the coverage area of ​​each water storage point, determine whether the water storage capacity of each water storage point can meet the water consumption of each water type within the coverage area. If not, construct a plan for adding water storage points within the coverage area based on the additional water storage capacity in the slope area.

8. A device for generating a slope water conservancy construction plan, used to implement the method for generating a slope water conservancy construction plan according to any one of claims 1 to 7, characterized in that: The device comprises: A data acquisition module is used to obtain water storage information, water use information and average rainfall in the slope area; wherein the water storage information at least includes: the number of water storage points in the slope area and the water storage capacity of each water storage point; the water use information includes: water use type, water use capacity of each water use type and water use distribution position corresponding to each water use type; The first calculation module is used to determine the total amount of water storage in the slope area according to the number of water storage points in the slope area and the water storage capacity of each water storage point; The second calculation module is used to determine the additional water storage amount in the slope area based on the water consumption of each water type, the average rainfall and the total water storage amount; The scheme generation module is used to generate a scheme for adding water storage points based on the water use distribution location corresponding to each water use type and the additional water storage amount in the slope area. The scheme for adding water storage points includes: the number of additional water storage points, the additional locations of water storage points and the additional types of water storage points.

9. An electronic device comprising a memory, a processor, and a computer program stored in the memory and executable on the processor, characterized in that: When the processor executes the computer program, the method for generating a slope water conservancy construction plan according to any one of claims 1 to 7 is implemented.

10. A computer-readable storage medium having a computer program stored thereon, characterized in that: When the program is executed by a processor, the method for generating a slope water conservancy construction plan described in any one of claims 1 to 7 is implemented.

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