An island reef adaptive system and method of installation

Abstract

This invention discloses an island / reef adaptive system and its installation method, comprising: a floating breakwater energy storage system, an energy storage tank structure, and a control structure. The floating breakwater energy storage system includes a semi-submersible tank, and a first power generation module and a first energy storage device respectively disposed within the semi-submersible tank, the first power generation module and the first energy storage device being electrically connected. The energy storage tank structure includes a water storage tank, an energy storage tank structure body, and a second energy storage device, the water storage tank and the second energy storage device being respectively disposed within the energy storage tank structure body. The water storage tank includes a second power generation module and a water storage tank body connected to the semi-submersible tank, the second power generation module being disposed within the water storage tank body, the second energy storage device being electrically connected to the first energy storage device, and the water storage tank being electrically connected to the second energy storage device. The control structure includes a control center and an intermediate station for connecting the power consumption area and the energy storage tank structure, the intermediate station being electrically connected to the control center. The structural design of this solution effectively improves space utilization efficiency and long-term stability.

Description

Technical Field

[0001] This invention relates to the technical field of island and reef energy and marine engineering, and in particular to an island and reef adaptive system and an installation method for the system. Background Technology

[0002] As core strategic fulcrums for safeguarding national maritime rights and interests, ensuring the security of strategic maritime passages, and supporting the development of deep-sea resources, the infrastructure construction and energy security capabilities of islands and reefs have become key issues concerning national sovereignty and security and the high-quality development of the marine economy.

[0003] However, single, independent energy storage devices are highly susceptible to electrochemical corrosion and structural damage in the high-salt-spray, strong-typhoon, and high-humidity environments of remote islands and reefs, significantly shortening their service life and easily causing power outages. Secondly, single breakwater structures are difficult to adapt to complex island and reef terrain and variable wave directions, easily leading to scouring, stress concentration, and wave resistance failure, resulting in high construction and maintenance costs, and the inability to recover and utilize wave energy. Thirdly, independent breakwater, energy storage, and desalination systems have limited functions and low space utilization, with each system operating independently, making it impossible to achieve real-time parameter feedback and coordinated control based on sea conditions, load, and corrosion status. Therefore, there is an urgent need to develop an integrated system that combines high environmental adaptability, multi-functional integration, and intelligent coordinated control to provide core technical support for the long-term stable operation of remote islands and reefs. Summary of the Invention

[0004] The present invention aims to at least solve one of the aforementioned technical problems existing in the prior art. Therefore, the objective of the present invention is to provide an island and reef adaptive system that effectively reduces the risk of damage to the system, extends its service life, enhances the overall structural stability and erosion resistance, effectively improves space utilization efficiency, system response speed and energy self-sufficiency, and enhances the long-term stability of the island and reef adaptive system.

[0005] The present invention also provides an installation method for the above-mentioned island and reef adaptive system.

[0006] To achieve the above objectives, the technical solution adopted by the present invention is as follows: An island and reef adaptive system, comprising: A floating wave-damping energy storage system, comprising a semi-submersible tank, a first power generation module for converting wave kinetic energy, and a first energy storage device for energy storage, wherein the first power generation module and the first energy storage device are respectively disposed in the semi-submersible tank and are electrically connected. The energy storage tank structure includes a water storage tank for desalination and power generation, a main body for connecting to the seabed soil layer, and a second energy storage device for energy storage. The water storage tank and the second energy storage device are respectively disposed within the main body of the energy storage tank structure. The water storage tank includes a main body and a second power generation module for seawater power generation. The main body of the water storage tank is connected to the semi-submersible tank. The second power generation module is disposed within the main body of the water storage tank. The second energy storage device is electrically connected to the first energy storage device, and the water storage tank is electrically connected to the second energy storage device. The control structure includes an intermediate station for connecting the power consumption area to the energy storage tank structure, and a control center for controlling the adaptive system, wherein the intermediate station is electrically connected to the control center.

[0007] The beneficial effects of the island and reef adaptive system provided by this invention are at least as follows: This scheme adopts a modular structural design, combining the floating breakwater energy storage system with the energy storage tank structure, and is equipped with a control center for collaborative control. First, this scheme integrates the first power generation module and the first energy storage device by utilizing a semi-submersible container. While achieving efficient capture and storage of wave energy, it utilizes the wave-dissipating characteristics of the floating structure itself to perform the function of a breakwater, effectively resisting severe marine environments such as strong typhoons, effectively reducing the risk of damage to the island and reef adaptive system, and extending the service life of the island and reef adaptive system. Secondly, this scheme sets up a water storage tank connected to the semi-submersible tank and sets up a second power generation module inside it, which can use seawater to generate electricity and desalinate freshwater, thereby reducing the consumption of a large amount of fossil energy and realizing the in-situ preparation of freshwater resources, enhancing the environmental protection of the island and reef adaptive system. At the same time, the energy storage tank structure is connected to the seabed soil layer, which enhances the stability and erosion resistance of the overall structure. Third, this scheme electrically connects the first and second energy storage devices, and combines the coordinated control of the control center and the intermediate station to provide parameter feedback and dynamic adjustment for each functional module based on real-time sea conditions, power load and equipment status. This achieves a high degree of integration and intelligent coordinated operation of multiple functions such as wave protection, energy storage and desalination, effectively improving space utilization efficiency, system response speed and energy self-sufficiency, and enhancing the long-term stability of the island and reef adaptive system.

[0008] As described above, in an island and reef adaptive system, the water storage tank body has a first inner cavity, which is electrically connected to the second energy storage device; the second power generation module includes a first membrane unit that allows only water molecules to pass through and a second membrane unit for anion and cation exchange, the first membrane unit and the second membrane unit are sequentially embedded in the first inner cavity, dividing the first inner cavity into a freshwater cavity and a concentrated water cavity, the concentrated water cavity is connected to the semi-submersible tank, and the intermediate station is connected to the freshwater cavity.

[0009] As described above, in an island and reef adaptive system, the energy storage tank structure further includes at least two fixing bases for limiting the main body of the energy storage tank structure. The at least two fixing bases are disposed on the side of the main body of the energy storage tank structure and fixed to the seabed soil.

[0010] As described above, the island-reef adaptive system further includes a first water conveyance channel and a second water conveyance channel for conveying water, and a first power transmission pipeline and a second power transmission pipeline for conveying electrical energy. The two ends of the first water conveyance channel are respectively connected to the semi-submersible tank and the concentrated water chamber, and the two ends of the second water conveyance channel are respectively connected to the fresh water chamber and the intermediate station. The two ends of the first power transmission pipeline are respectively connected to the first energy storage device and the second energy storage device, and the two ends of the second power transmission pipeline are respectively connected to the intermediate station and the second energy storage device.

[0011] As described above, in an island and reef adaptive system, the energy storage tank structure is further provided with a ballast water pump, which is electrically connected to the first energy storage device, and is used to pump seawater into the concentrated water chamber.

[0012] As described above, in an island and reef adaptive system, the first power generation module includes a first transformer for converting wave kinetic energy and a wave-absorbing structure for contacting waves. The first transformer is disposed inside the semi-submersible tank and is electrically connected to the first energy storage device. The wave-absorbing structure is disposed outside the semi-submersible tank and is movably connected to the first transformer.

[0013] As described above, in an island and reef adaptive system, the wave absorber structure includes a wave absorber, a first support, and a first movable rod. The first support is connected to the outside of the semi-submersible enclosure, and the wave absorber is rotatably connected to the first support. One end of the first movable rod is connected to the wave absorber, and the other end of the first movable rod passes through the semi-submersible enclosure and is movably connected to the first power supply device.

[0014] As described above, in an island and reef adaptive system, the first power distribution device includes a power distribution body, a power distribution linkage group, a power distribution gear group, and a rotating gear belt. The power distribution body is electrically connected to the first energy storage device. The power distribution gear group is rotatably connected within the power distribution body. The rotating gear belt is connected to the power distribution gear group. The power distribution linkage group is connected to the power distribution gear group. The first movable rod is connected to the power distribution linkage group.

[0015] As described above, in an island and reef adaptive system, the semi-submersible hull is further provided with a first connecting part for splicing two adjacent semi-submersible hulls, and the first connecting part is connected to the other side of the semi-submersible hull relative to the wave-absorbing structure.

[0016] The present invention provides an installation method for installing an island / reef adaptive system as described above, comprising the following steps: Preliminary on-site exploration and parameter design for the island and reef: Using detection equipment, a comprehensive exploration of water depth, wave level, tidal current, salt spray concentration, and seabed geology within a 200m radius around the target island and reef was conducted. Core engineering parameters such as the annual effective wave height, extreme typhoon wave direction, and tidal current velocity were obtained through wave spectrum acquisition. Based on the exploration results, a three-dimensional sea state dynamics model was established to determine the number of floating breakwater energy storage systems to be installed, the deployment spacing, the installation location, and other core parameters. Equipment and material preparation: a. Equipment preparation: The first power generation module, the first energy storage device, the second energy storage device, and the second power generation module are prefabricated in the factory; b. Material preparation: The semi-submersible tank, the energy storage tank structure, and the water storage tank body are prefabricated in the factory; Module splicing of floating breakwater energy storage system: The floating breakwater energy storage system and the energy storage tank structure are transported to the designed sea area of ​​the island and reef. According to the deployment spacing and installation position determined by the three-dimensional sea state mechanics model, multiple floating breakwater energy storage systems are sequentially deployed to the preset construction elevation. Adjacent floating breakwater energy storage systems are spliced ​​together to form a continuous breakwater energy storage belt, and the relevant equipment is debugged. Installation of the energy storage tank structure: The intelligent cable-laying robot is used to dredge the seabed soil layer, then the seabed soil layer is leveled using leveling equipment, the energy storage tank structure is installed, and finally the energy storage tank structure and the floating breakwater energy storage system are connected and debugged. System integration and commissioning: Connect the floating wave-damping energy storage system to the energy storage tank structure, connect the energy storage tank structure to the intermediate station, connect the intermediate station to the control center, and start the operation of the energy storage tank structure and the floating wave-damping energy storage system through the control center to achieve the coordinated operation of power generation, energy storage and desalination; Full-process monitoring and dynamic control: The control center is activated to monitor and control the energy storage tank structure and the floating wave-damping energy storage system in real time.

[0017] The beneficial effects of the installation method for the above-mentioned island and reef adaptive system provided by the present invention are at least as follows: First, this solution achieves efficient, accurate, and reliable installation of the island and reef adaptive system in harsh marine environments through a standardized operation process that includes "preliminary on-site exploration and parameter design of islands and reefs - equipment and material preparation - modular splicing of floating breakwater energy storage system - installation of energy storage tank structure - system commissioning - full-process monitoring and dynamic control". This improves the installation efficiency of the island and reef adaptive system. Secondly, in the early exploration stage, this plan adopts full-area detection and three-dimensional sea state mechanical model construction to accurately determine the number and location of the floating breakwater energy storage system and energy storage tank structure. This avoids the problems of scouring, stress concentration and wave resistance failure caused by complex terrain and wave direction from the source, and solves the drawbacks of poor adaptability and high operation and maintenance costs of single breakwater structures. Third, this solution adopts a factory prefabrication and on-site assembly mode in the equipment and material preparation stage, which greatly reduces the time spent at sea, effectively avoids the risk of exposure of electrochemically corroded sensitive components to high salt spray and high humidity environments, effectively extends the service life of the island and reef adaptive system and improves the construction efficiency of the island and reef adaptive system. Fourth, during the module splicing and installation phase, the arrayed deployment of continuous breakwater energy storage strips and the connection between the energy storage tank structure and the floating breakwater energy storage system highly integrate the functions of breakwater protection, energy storage, and desalination into a unified architecture, which greatly improves the resource utilization efficiency within the limited space of the island and reef adaptive system. Fifth, during the system commissioning and full-process monitoring phase, the control center's real-time monitoring and dynamic control of the power generation, energy storage, and desalination status of each module breaks down the technical barriers that prevent traditional independent systems from cooperating. This enables parameter feedback and intelligent collaborative control based on sea state changes, load demands, and equipment status, thereby improving the operational stability and operational flexibility of the island and reef adaptive system.

[0018] In summary, this solution improves the installation efficiency of the island and reef adaptive system, solves the drawbacks of poor adaptability and high operation and maintenance costs of a single breakwater structure, extends the service life of the island and reef adaptive system, improves the construction efficiency of the island and reef adaptive system, enhances the resource utilization efficiency within the limited space of the island and reef adaptive system, and improves the operational stability and usage flexibility of the island and reef adaptive system. Attached Figure Description

[0019] Figure 1 This is a schematic diagram of the structure of an embodiment of the present invention; Figure 2 For the corresponding Figure 1 Enlarged view of the A-section structure; Figure 3 This is a schematic diagram of the structure of a floating wave-damping energy storage system according to an embodiment of the present invention; Figure 4 This is a schematic diagram of the absorber structure according to an embodiment of the present invention; Figure 5 This is a schematic diagram of the structure of the first power substation according to an embodiment of the present invention; Figure 6 This is a schematic diagram of the energy storage tank structure according to an embodiment of the present invention; Figure 7 This is a schematic diagram of the wave-damping energy storage strip according to an embodiment of the present invention; Figure 8 This is a schematic diagram of the structure connecting multiple floating wave-damping energy storage systems and multiple energy storage tanks in an embodiment of the present invention.

[0020] Reference numerals: 100-Floating wave-damping energy storage system, 110-Semi-submersible tank, 111-First connecting part, 1111-Anchor chain hole, 112-First water inlet, 120-First power generation module, 121-First transformer device, 1211-Transformer body, 12121-First transformer connecting rod, 12122-Second transformer connecting rod, 12131-First transformer gear, 12132-Second transformer gear, 1214-Rotating gear belt, 122-Wave absorber structure, 1221-Wave absorber, 1222-First support, 1223-First movable rod, 140-First energy storage device 150 - Semi-submersible water tank; 200 - Energy storage tank structure; 210 - Water tank; 211 - Water tank body; 220 - Energy storage tank structure body; 230 - Second energy storage device; 240 - Fixed base; 260 - Energy storage tank counterweight; 310 - Intermediate station; 320 - Control center; 400 - Power supply area; 500 - Seabed soil layer; 610 - First water transmission channel; 620 - Second water transmission channel; 630 - First power transmission pipeline; 640 - Second power transmission pipeline; 650 - Ballast water pump; 660 - Buoy; 670 - First power transmission cable; 700 - Anchor chain. Detailed Implementation

[0021] The embodiments of this application are described in detail below. Examples of these embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals denote the same or similar elements or elements having the same or similar functions throughout. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain this application, and should not be construed as limiting this application.

[0022] In the description of this application, it should be understood that if directional descriptions are involved, such as up, down, front, back, left, right, etc., indicating the directional or positional relationship based on the directional or positional relationship shown in the accompanying drawings, it is only for the convenience of describing this application and simplifying the description, and does not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this application.

[0023] In the description of this application, if words such as several, greater than, less than, exceeding, above, below, or within appear, "several" means one or more, "more than" means two or more, "greater than," "less than," "exceeding," etc. are understood to exclude the number itself, and "above," "below," "within," etc. are understood to include the number itself.

[0024] In the description of this application, the use of terms such as "first" and "second" is for the purpose of distinguishing technical features only, and should not be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated or the order of the technical features indicated.

[0025] In the description of this application, unless otherwise expressly defined, terms such as "setup," "installation," and "connection" should be interpreted broadly, and those skilled in the art can reasonably determine the specific meaning of the above terms in this application in conjunction with the specific content of the technical solution.

[0026] like Figures 1-8 As shown, an embodiment of the present invention provides an island and reef adaptive system, comprising: The floating breakwater energy storage system 100, the energy storage tank structure 200, and the control structure are included. The floating breakwater energy storage system 100 includes a semi-submersible tank 110 for providing levitation support, a first power generation module 120 for converting wave kinetic energy, and a first energy storage device 140 for energy storage. The first power generation module 120 and the first energy storage device 140 are respectively installed inside the semi-submersible tank 110 and are electrically connected. The energy storage tank structure 200 includes a water storage tank 210 for desalinating seawater and generating electricity, an energy storage tank structure body 220 for connecting the seabed soil layer 500, and a second energy storage device 230 for energy storage. The water storage tank 210 and the second energy storage device 230 are respectively installed inside the energy storage tank structure. The structure includes a main body 220; a water storage tank 210 includes a main body 211 and a second power generation module for generating electricity. The main body 211 is connected to the semi-submersible tank 110. The second power generation module is located inside the main body 211. The second energy storage device 230 is electrically connected to the first energy storage device 140. The water storage tank 210 is electrically connected to the second energy storage device 230. The control structure includes an intermediate station 310 for connecting the power consumption area 400 and the energy storage tank structure 200, and a control center 320 for controlling the adaptive system. The intermediate station 310, the floating wave-damping energy storage system 100, and the energy storage tank structure 200 are electrically connected to the control center 320 to ensure that each module can be flexibly controlled through the control center 320.

[0027] In this embodiment of the invention, the first power generation module 120 is located inside the semi-submersible housing 110. This is a description of the overall configuration of the functional components, rather than a description of the physical location of each component.

[0028] This invention employs a modular structural design, combining a floating breakwater energy storage system 100 with an energy storage tank structure 200, and configuring a control center 320 for coordinated control. Firstly, this solution integrates a first power generation module 120 and a first energy storage device 140 within a semi-submersible tank 110. This achieves efficient wave energy capture and storage while utilizing the wave-dissipating characteristics of the floating structure to function as a breakwater, effectively resisting severe marine environments such as strong typhoons, effectively reducing the risk of damage to the island / reef adaptive system, and extending the service life of the island / reef adaptive system. Secondly, this solution includes a water storage tank 210 connected to the semi-submersible tank 110, with a second power generation module installed inside, enabling secondary power generation from seawater and the production of freshwater. Desalination reduces the consumption of fossil fuels and enables in-situ freshwater production, enhancing the environmental friendliness of the island and reef adaptive system. Simultaneously, the energy storage tank structure 220 is connected to the seabed soil layer 500, improving the overall structural stability and erosion resistance. Thirdly, this scheme electrically connects the first energy storage device 140 and the second energy storage device 230, combining them with the coordinated control of the control center 320 and the intermediate station 310. This allows for parameter feedback and dynamic adjustment of each functional module based on real-time sea conditions, power load, and equipment status, achieving a high degree of integration and intelligent collaborative operation of multiple functions such as wave protection, energy storage, and desalination. This effectively improves space utilization efficiency, system response speed, and energy self-sufficiency, enhancing the long-term stability of the island and reef adaptive system.

[0029] Specifically, such as Figure 3 , Figures 5-6 As shown, the second power generation module is installed inside the water storage tank body 211. The water storage tank body 211 has a first inner cavity, which is electrically connected to the second energy storage device 230. The second power generation module includes a first membrane unit that allows only water molecules to pass through and a second membrane unit for anion and cation exchange. The first membrane unit and the second membrane unit are sequentially embedded in the first inner cavity, which divides the first inner cavity into a fresh water cavity and a concentrated water cavity. The concentrated water cavity is connected to the semi-submersible tank 110, and the intermediate station 310 is connected to the fresh water cavity.

[0030] Preferably, the first membrane unit is a reverse osmosis (RO) desalination membrane, and the second membrane unit is a reverse electrodialysis (RED) ion exchange membrane. When seawater is injected into the concentrate chamber through the semi-submersible tank 110, the seawater generates a certain pressure due to gravity. Based on the principle of reverse osmosis, water molecules in the concentrate chamber will pass through the reverse osmosis desalination membrane against the natural osmosis direction, migrating from the concentrate side to the dilute solution side. That is, water molecules flow from the concentrate chamber through the reverse osmosis desalination membrane to the freshwater chamber to obtain filtered freshwater, while simultaneously increasing the salinity of the seawater in the concentrate chamber. In addition, the second power generation module uses membrane technology that utilizes salinity gradient energy to generate electricity. The salinity of the concentrated water is higher than that of the freshwater in the concentrated water chamber. Cations in the concentrated water chamber migrate to the freshwater chamber through the reverse electrodialysis ion exchange membrane, or anions in the concentrated water chamber migrate to the freshwater chamber through the reverse electrodialysis ion exchange membrane, thereby forming a net current through directional ion migration. Finally, the electrical energy generated by the second power generation module is output to the second energy storage device 230 for storage. In addition, since the surface micropores of the reverse osmosis desalination membrane are generally less than 1 nanometer, it has an extremely high removal rate for inorganic salts, dissolved solids, colloids, bacteria and viruses, effectively improving the desalination quality of seawater.

[0031] In this embodiment of the invention, part of the electrical energy generated by the water storage tank 210 is transmitted to the second energy storage device 230, and the other part is transmitted in parallel to the first energy storage device 140 for storage through another set of first transmission cables 670 connected in parallel with the first transmission cable 670 of the second energy storage device 230. The second energy storage device 230 is a temporary energy storage device used to absorb excess electrical energy when the power of the water storage tank 210 is at its peak and release electrical energy when the power is at its low. By rapidly responding to charging and discharging, it smooths out power fluctuations and keeps the electrical energy output from the water storage tank 210 to the first energy storage device 140 relatively stable, thereby improving the stability of the island and reef adaptive system during operation.

[0032] In this embodiment of the invention, the first energy storage device 140 is a long-term energy storage device capable of outputting electrical energy to the second energy storage device 230. The first energy storage device 140 includes a lithium iron phosphate battery pack and a supercapacitor. The lithium iron phosphate battery pack is used for medium- to long-term energy storage, and the supercapacitor responds to millisecond-level power fluctuations. The lithium iron phosphate battery pack and the supercapacitor work together under the control of the control center 320 to suppress the power output fluctuations during the power generation process of the first power generation module 120 and the water storage tank 210, thereby improving the stability of the island and reef adaptive system during operation.

[0033] Furthermore, such as Figure 1 , Figure 3 , Figures 5-6As shown, the energy storage tank structure 200 also includes at least two fixed bases 240 for limiting the energy storage tank structure body 220. The at least two fixed bases 240 are arranged opposite to each other on both sides of the energy storage tank structure body 220 and fixed to the seabed soil layer 500.

[0034] In this embodiment of the invention, the number of fixed bases 240 can be flexibly increased according to actual needs. The fixed bases 240 fix the energy storage tank structure body 220 to the seabed soil layer 500 by means of chemical anchors or short piles. Preferably, in order to prevent the energy storage tank structure body 220 from shaking on the seabed, the energy storage tank structure 200 also includes an energy storage tank counterweight block 260. The energy storage tank counterweight block 260 is set on the side of the energy storage tank structure body 220 close to the floating breakwater energy storage system 100, so as to fasten the energy storage tank structure body 220 to the seabed soil layer 500 by gravity, thereby ensuring the stability of the island and reef adaptive system during operation.

[0035] Furthermore, the island and reef adaptive system also includes a first water conveyance channel 610 and a second water conveyance channel 620 for conveying water, and a first power transmission pipeline 630 and a second power transmission pipeline 640 for conveying electrical energy. The two ends of the first water conveyance channel 610 are respectively connected to the semi-submersible tank 110 and the concentrated water chamber, and the two ends of the second water conveyance channel 620 are respectively connected to the fresh water chamber and the intermediate station 310. The two ends of the first power transmission pipeline 630 are respectively connected to the first energy storage device 140 and the second energy storage device 230, and the two ends of the second power transmission pipeline 640 are respectively connected to the intermediate station 310 and the second energy storage device 230.

[0036] In this embodiment of the invention, the first power transmission cable 670 transmits electrical energy through the first power transmission pipeline 630 and the second power transmission pipeline 640, preventing the first power transmission cable 670 from being corroded and damaged by seawater, thereby extending the service life of the first power transmission cable 670 and improving the operational safety of the island and reef adaptive system. The water storage tank body 211 and the energy storage tank structure body 220 are prefabricated with high-strength ultra-high-performance concrete. The inner wall of the water storage tank body 211 is sequentially sprayed with a zinc-aluminum pseudo-alloy underlayer, a modified epoxy intermediate layer, and a polyurea surface layer to form a triple anti-corrosion system. The outer wall of the energy storage tank structure body 220 is sequentially sprayed with a zinc-aluminum pseudo-alloy underlayer, a modified epoxy intermediate layer, and a polyurea surface layer to form a triple anti-corrosion system, thereby improving the... The corrosion resistance of the water storage tank body 211 and the energy storage tank structure body 220 is ensured. The joints connecting the first water supply channel 610 and the second water supply channel 620 to the energy storage tank structure body 220, as well as the joint connecting the first water supply channel 610 to the water storage tank body 211, are all sealed with high-strength ultra-high-performance concrete to ensure the overall sealing of the energy storage tank structure body 220 and the water storage tank body 211. This prevents external seawater from seeping into the energy storage tank structure body 220 or seawater or fresh water from overflowing from the water storage tank body 211, which could damage other components inside the energy storage tank structure body 220. This, in turn, extends the service life of the energy storage tank structure 200 and improves the stability of the island and reef adaptive system during long-term operation.

[0037] Specifically, such as Figures 1-2 , Figure 3 , Figures 5-6 As shown, the island and reef adaptive system also includes a buoy 660, which is connected to the second power transmission pipeline 640 to increase the buoyancy of the second power transmission pipeline 640. At the same time, the gravity of the buoy 660 prevents the second power transmission pipeline 640 from swaying due to the impact of seawater.

[0038] Furthermore, the energy storage tank structure 220 is also equipped with a ballast water pump 650, which is electrically connected to the first energy storage device 140. The ballast water pump 650 is used to pump seawater into the concentrated water chamber.

[0039] A ballast water pump 650 is also provided at one end of the first water conveyance channel 610 near the semi-submersible tank 110. The ballast water pump 650 is electrically connected to the first energy storage device 140 and is used to pump seawater in.

[0040] In this embodiment of the invention, the first power generation module 120 and the ballast water pump 650 are both electrically connected to the control center 320, so that the control center 320 can control the power output of the first power generation module 120 to the ballast water pump 650, and at the same time control the seawater pumping rate of the ballast water pump 650, thereby ensuring the stability of power generation and seawater desalination in the water storage tank 210.

[0041] In this embodiment of the invention, the semi-submersible tank 110 is provided with a plurality of first water inlets 112 for drainage or water intake; the plurality of first water inlets 112 are located on the side of the semi-submersible tank 110 facing the energy storage tank structure 200 and communicate with the inner cavity of the semi-submersible tank 110; preferably, one end of the ballast water pump 650 is connected to the first water conveyance channel 610, and the other end pumps the seawater that enters the semi-submersible tank 110 through the plurality of first water inlets 112 into the concentrated water chamber.

[0042] Preferably, the semi-submersible tank 110 is also equipped with multiple negative pressure drainage pumps, which are electrically connected to the control center 320. The number of negative pressure drainage pumps corresponds one-to-one with the number of first water inlets 112 used for water intake. The negative pressure drainage pumps are connected to the first water inlets 112 to connect to the drainage channel, so as to ensure that the water volume in the semi-submersible tank 110 remains stable and improve the stability of the ballast water pump 650 pumping seawater.

[0043] Preferably, the semi-submersible hull 110 is prefabricated using high-strength marine platform steel, and a triple anti-corrosion system is formed by sequentially spraying a zinc-aluminum pseudo-alloy base layer, a modified epoxy intermediate layer, and a polyurea surface layer on the outer surface of the semi-submersible hull 110 to improve the corrosion resistance of the semi-submersible hull 110 and extend its service life.

[0044] In this embodiment of the invention, the floating wave-damping energy storage system 100 further includes a semi-submersible water tank 150, which is used to increase the weight of the semi-submersible tank 110 so that the semi-submersible tank 110 is partially embedded in the seawater so that the first power generation module 120 can come into contact with the waves to generate electricity.

[0045] Furthermore, such as Figures 3-5 As shown, the first power generation module 120 includes a first power conversion device 121 for converting wave kinetic energy and a wave-absorbing structure 122 for contacting waves. The first power conversion device 121 is disposed inside the semi-submersible enclosure 110 and is electrically connected to the first energy storage device 140. The wave-absorbing structure 122 is disposed outside the semi-submersible enclosure 110 and is movably connected to the first power conversion device 121 so that the kinetic energy of the waves can be transmitted to the first power conversion device 121 through the wave-absorbing structure 122, and then the first power conversion device 121 converts the kinetic energy of the waves into electrical energy.

[0046] In this embodiment of the invention, the first power generation module 120 further includes a third energy storage device, which is electrically connected to the first energy storage device 140 and the first power transformer 121 respectively. The third energy storage device is a temporary energy storage device, used to absorb excess energy when the first power transformer 121 is at its peak power and release energy when the power is at its trough. Through the rapid response of charging and discharging, the power fluctuations are smoothed out, so that the energy output from the first power transformer 121 to the first energy storage device 140 remains relatively stable, thereby improving the stability of the island and reef adaptive system during operation.

[0047] Furthermore, such as Figures 3-5 As shown, the wave absorber structure 122 includes a wave absorber 1221, a first support 1222, and a first movable rod 1223. The first support 1222 is connected to the outside of the semi-submersible housing 110, and the wave absorber 1221 is rotatably connected to the first support 1222. One end of the first movable rod 1223 is connected to the wave absorber 1221, and the other end of the first movable rod 1223 passes through the semi-submersible housing 110 and is movably connected to the first transformer 121.

[0048] Preferably, the wave absorber 1221 adopts a streamlined, eagle-beak-like structure to maximize the contact area with seawater. Simultaneously, the wave absorber 1221 rotates and resets due to the advance and retreat of waves, thereby transferring kinetic energy to the first power transformer 121. In this embodiment of the invention, the wave absorber 1221 is rotatably connected to the first support 1222 by a hinge connection so as to transfer the kinetic energy of the waves to the first power transformer 121, and no additional structure is required for reset, resulting in a simple structure.

[0049] Furthermore, such as Figures 3-5 As shown, the first transformer 121 includes a transformer body 1211, a transformer linkage group, a transformer gear group, and a rotating gear belt 1214. The transformer body 1211 is electrically connected to the first energy storage device 140. The transformer gear group is rotatably connected inside the transformer body 1211. The rotating gear belt 1214 is connected to the transformer gear group. The transformer linkage group is connected to the transformer gear group. The first movable rod 1223 is connected to the transformer linkage group.

[0050] In this embodiment of the invention, the first transformer 121 further includes at least two generators. The generators are connected in parallel to the third energy storage device and the first energy storage device 140 via two sets of first transmission cables 670, respectively, to transmit electrical energy to the third energy storage device and the first energy storage device 140. The transformer gear set includes a first transformer gear 12131 and a second transformer gear 12132. The transformer linkage set includes a first transformer linkage 12121 and a second transformer linkage 12122. The two generators are arranged opposite each other on both sides of the transformer body 1211 along the length direction of the first movable rod 1223. The first transformer gear 12131 and the second transformer gear 12132 are rotatably connected to the two generators, respectively. The rotating gear belt 1214 is connected to... The first transformer gear 12131 and the second transformer gear 12132 are connected to ensure the consistency of the rotation angle of the first transformer gear 12131 and the second transformer gear 12132; one end of the first transformer connecting rod 12121 and the second transformer connecting rod 12122 are respectively eccentrically connected to the first transformer gear 12131 and the second transformer gear 12132, and the other end is connected to the first movable rod 1223, so that the first transformer connecting rod 12121 and the second transformer connecting rod 12122 are driven by the first movable rod 1223 to drive the first transformer gear 12131 and the second transformer gear 12132 to swing, thereby enabling the generator to convert the electrical energy of the waves into electrical energy by the swing of the wave absorber 1221, thus improving the convenience of power generation; Furthermore, such as Figure 3 , Figures 7-8 As shown, the semi-submersible enclosure 110 is also provided with a first connecting part 111 for splicing two adjacent semi-submersible enclosures 110. The first connecting part 111 is connected to the other side of the semi-submersible enclosure 110 relative to the wave absorber structure 122, so as to improve the convenience of splicing the semi-submersible enclosure 110.

[0051] In this embodiment of the invention, the first connecting part 111 is also provided with anchor chain holes 1111 that pass through both sides, so that the two adjacent semi-submersible boxes 110 can be spliced ​​by passing the anchor chain 700 through the anchor chain holes 1111, thereby improving the convenience and stability of splicing the semi-submersible boxes 110.

[0052] like Figures 1-8 As shown in the figure, an installation method provided by an embodiment of the present invention is used to install the above-mentioned island and reef adaptive system, including the following steps: S1. Preliminary on-site exploration and parameter design for islands and reefs: Using detection equipment, a comprehensive exploration of water depth, wave level, tidal current, salt spray concentration, and seabed geology within a 200m radius around the target islands and reefs is conducted. Core engineering parameters such as the annual effective wave height, typhoon extreme wave direction, and tidal current velocity of the islands and reefs are obtained through wave spectrum acquisition. Based on the exploration results, a three-dimensional marine dynamics model is established to determine core parameters such as the number of floating breakwater energy storage systems 100, their deployment spacing, installation location, the preload of the anchor chain 700, the swing stroke of the wave absorber 1221, and the matching parameters between the first transformer 121 and the wave absorber 1221.

[0053] Specifically, in this embodiment of the invention, the floating wave-damping energy storage system 100 and the energy storage tank structure 200 are configured in a one-to-one correspondence.

[0054] S2. Equipment and Material Preparation: a. Equipment preparation: Intelligent cable-laying robot, intelligent voltage regulating power supply, negative pressure drainage pump for installing floating wave-damping energy storage system 100 and control structure, and debugging and calibration of control center 320, as well as factory prefabricated wave absorber 1221, first movable rod 1223 (pure mechanical rod without hydraulic oil), transformer body 1211, transformer connecting rod group, transformer gear group and rotating gear belt 1214, first energy storage device 140, second energy storage device 230 and second power generation module; b. Material Preparation: The factory uses high-strength, ultra-high-performance concrete precast energy storage tank structure 220 and water storage tank body 211. The inner wall of the water storage tank body 211 is sequentially sprayed with a zinc-aluminum pseudo-alloy underlayer, a modified epoxy intermediate layer, and a polyurea surface layer to form a triple anti-corrosion system. The outer wall of the energy storage tank structure 220 is sequentially sprayed with a zinc-aluminum pseudo-alloy underlayer, a modified epoxy intermediate layer, and a polyurea surface layer to form a triple anti-corrosion system. Furthermore, at the joints connecting the first water delivery channel 610 and the second water delivery channel 620 with the energy storage tank structure 220... The joints connecting the first water conveyance channel 610 and the water storage tank body 211 are sealed with high-strength, ultra-high-performance concrete to improve the corrosion resistance of the water storage tank body 211 and the energy storage tank structure body 220. The factory uses high-strength marine platform steel to prefabricate the semi-submersible tank 110, and sprays a zinc-aluminum pseudo-alloy base layer, a modified epoxy intermediate layer, and a polyurea surface layer on the outer surface of the semi-submersible tank 110 to form a triple anti-corrosion system, thereby improving the corrosion resistance of the semi-submersible tank 110 and extending its service life.

[0055] Specifically, the intelligent voltage regulating power supply is electrically connected to the first energy storage device 140, the second energy storage device 230, and the third energy storage device, respectively.

[0056] Specifically, the water storage tank body 211 is prefabricated in sections, divided into two parts. The second power generation module and various pipeline interfaces are then prefabricated, and the parts are then spliced ​​and sealed to form the water storage tank body 211. The water storage tank body 211 can only leave the factory after passing the water pressure sealing test. Similarly, the energy storage tank structure body 220 is also prefabricated in sections, divided into two parts. The water storage tank 210, the second energy storage device 230, and various pipeline interfaces are then prefabricated, and the parts are then spliced ​​and sealed to form the energy storage tank structure body 220. The energy storage tank structure body 220 can only leave the factory after passing the water pressure sealing test.

[0057] S3. Modular Assembly of Floating Breakwater Energy Storage System: The floating breakwater energy storage system 100 and the energy storage tank structure 200 are transported to the designed sea area of ​​the island / reef. According to the deployment spacing and installation position determined by the three-dimensional sea state mechanics model, multiple floating breakwater energy storage systems 100 are sequentially deployed to the preset construction elevation. Adjacent floating breakwater energy storage systems 100 are connected in series according to the deployment spacing by passing anchor chains 700 through anchor chain holes 1111. Then, the suction anchor of the anchor chain 700 is driven in. The seabed soil layer 500 forms a continuous wave-damping energy storage zone. Finally, high-strength geotextile is laid around the suction anchor and sealed to hold the soil of the seabed soil layer 500 in place, preventing local soil damage from causing the suction anchor to fail and ensuring the continuity of the wave impact resistance path. Next, the substation main body 1211, substation connecting rod group, substation gear group and rotating gear belt 1214, generator, first movable rod 1223, and wave absorber 1221 are assembled and then debugged.

[0058] S4. Installation of the energy storage tank structure: An intelligent cable-laying robot is used to dredge the seabed soil layer 500. Then, leveling equipment is used to level the seabed soil layer 500 and lay a sand and gravel cushion layer to ensure a flat foundation and prevent uneven settlement of the energy storage tank structure 200. The energy storage tank structure 200 is then transported to the construction area by a semi-submersible barge. Next, a crane vessel is used to hoist the energy storage tank structure body 220, with all pre-embedded components, and it is precisely lowered to the seabed soil layer 500 using GPS and underwater sonar positioning systems, controlling the lowering speed to ensure a horizontal attitude. After the energy storage tank structure body 220 is in place, a counterweight block 260 is laid on the top of the side of the energy storage tank structure body 220 closest to the floating breakwater energy storage system 100. Two fixed bases 240 are then placed on both sides of the energy storage tank structure body 220 to secure the energy storage tank. The main body 220 is clamped, and then the fixed base 240 is fixed to the seabed soil layer 500 by chemical anchors or short piles to resist buoyancy and ocean current erosion, ensuring the stability of the energy storage tank structure 200 installation. Next, divers or underwater robots complete the connection of the first water supply channel 610 and the second water supply channel 620, as well as the electrical connection of the first power transmission pipeline 630 and the second power transmission pipeline 640 to each group of first power transmission cables 670. Then, clean water is injected into the first inner cavity of the water storage tank body 211 through the first water supply channel 610 and the pressure is stabilized for 24 hours to detect leakage. Finally, the connection stability and sealing performance of the energy storage tank structure 220 are specifically tested, and the energy storage tank structure 200 is integrated with the floating wave-damping energy storage system 100. The data is compiled to form an acceptance report, and the installation is completed.

[0059] S5. System Integration and Commissioning: Connect the floating wave-damping energy storage system 100 to the energy storage tank structure 200, connect the energy storage tank structure 200 to the intermediate station 310, connect the intermediate station 310 to the control center 320, connect each negative pressure drainage pump to each first water inlet 112, and supply power through the intelligent voltage regulating power supply of the control center 320 and according to the gradient voltage regulation. Initially, output 36V high voltage to accelerate seawater concentration in the concentrate chamber, in the middle stage output 24V to maintain salinity gradient power generation in the water storage tank 210, and in the later stage output 8V. Low-pressure stabilization; simultaneously, control the start and stop of each negative pressure drainage pump to complete seawater pumping and desalination according to the design flow rate; a liquid level sensor is also pre-embedded in the semi-submersible tank 110, which is electrically connected to the control center 320. The control center 320 automatically adjusts the power of the ballast water pump 650 and each negative pressure drainage pump according to the real-time feedback information from the liquid level sensor; in addition, the wave-driven wave absorber 1221 swings synchronously, and the kinetic energy is transferred to the generator of the first power transformer 121 through the first movable rod 1223 to generate electricity, and the stabilized electrical energy is stored in the first energy storage device 140 to realize the linkage operation of power generation-energy storage-desalination.

[0060] S6. Full-process monitoring and dynamic control: The island and reef adaptive system also includes fiber optic strain sensors, temperature and humidity sensors, resistivity sensors, and corrosion rate sensors. The fiber optic strain sensors, temperature and humidity sensors, resistivity sensors, and corrosion rate sensors are electrically connected to the control center 320 to collect data and transmit it to the cloud of the control center 320. There are multiple locations where fiber optic strain sensors are installed. The first fiber optic strain sensor is installed on the wave absorber 1221 to detect the bending deformation and strain magnitude of the wave absorber 1221 under wave impact, to prevent the wave absorber 1221 from being overloaded and damaged, so that the swing amplitude of the wave absorber 1221 can be adjusted by adjusting the movement stroke of the first movable rod 1223.

[0061] First, fiber optic strain sensors are installed on the inner wall of the semi-submersible tank 110 and the first connecting part 111 to detect the stress deformation of the semi-submersible tank 110 so as to make timely adjustments. Second, fiber optic strain sensors are installed on the inner wall of the energy storage tank structure body 220 to detect the pressure deformation and stress loss of the energy storage tank structure body 220 so as to make timely adjustments.

[0062] The temperature and humidity sensors are installed in multiple locations. First, they are installed inside the first energy storage device 140 and the control center 320 to detect the sealing condition of the first energy storage device 140 and the control center 320 above sea level, preventing electrical short circuits and battery aging caused by high humidity, so that timely adjustments can be made. Second, the temperature and humidity sensors are installed in the triple anti-corrosion system of the semi-submersible tank 110, the energy storage tank structure 220, and the water storage tank 211 to detect the moisture content within the triple anti-corrosion system. If the moisture content exceeds the standard, it means that the triple anti-corrosion system has failed and seawater is leaking, requiring timely adjustments.

[0063] A resistivity sensor is installed on the inner wall of the water storage tank body 211 to detect the seawater concentration in the concentrate chamber, so as to adjust the power of the ballast water pump 650 and the negative pressure drainage pump in a timely manner to adjust the seawater injected into the concentrate chamber, thereby adjusting the salinity of the concentrate chamber.

[0064] A corrosion rate sensor is installed in the triple anti-corrosion system of the semi-submersible tank 110, the energy storage tank structure 220, and the water storage tank 211 to detect the corrosion degree of the triple anti-corrosion system in real time, so as to facilitate reinforcement. With this design, the control center 320 monitors the floating wave-damping energy storage system 100 and the energy storage tank structure 200 in real time through cloud data collected by each sensor. By adjusting the stroke of the first movable rod 1223 and the power of the ballast water pump 650 and the negative pressure drainage pump, the energy storage voltage and salinity parameters are stabilized within a constant range. Once the adjustment operation is completed, the intelligent voltage regulating power supply is turned off, and the control center 320 continues to monitor the voltage stabilization.

[0065] Specifically, a limiting groove and a sliding limiting block are provided at the connection between the semi-submersible body 110 and the first movable rod 1223. The sliding limiting block is slidably connected to the limiting groove so that the size of the limiting groove can be adjusted by the sliding limiting block, thereby adjusting the movement stroke of the first movable rod 1223 along the limiting groove.

[0066] S7. Acceptance and Completion: Conduct load-bearing capacity testing on the island and reef adaptive system to confirm that the load-bearing capacity, typhoon resistance level, corrosion resistance level, freshwater production, and energy storage capacity all meet the design specifications. Recycle the reusable first water conveyance channel 610, second water conveyance channel 620, first power transmission pipeline 630, second power transmission pipeline 640, and first power transmission cable 670. Level and clean the sea area, compile the construction and monitoring data to form an acceptance report, and complete the installation of the entire island and reef adaptive system.

[0067] The above embodiments are preferred embodiments of the present invention, but the embodiments of the present invention are not limited to the above embodiments. Any changes, modifications, substitutions, combinations, or simplifications made without departing from the spirit and principle of the present invention shall be considered equivalent substitutions and shall be included within the protection scope of the present invention.

Claims

1. An island / reef adaptive system, characterized in that, include: A floating wave-damping energy storage system, comprising a semi-submersible tank, a first power generation module for converting wave kinetic energy, and a first energy storage device for energy storage, wherein the first power generation module and the first energy storage device are respectively disposed in the semi-submersible tank and are electrically connected. The energy storage tank structure includes a water storage tank for desalination and power generation, a main body for connecting to the seabed soil layer, and a second energy storage device for energy storage. The water storage tank and the second energy storage device are respectively disposed within the main body of the energy storage tank structure. The water storage tank includes a main body and a second power generation module for seawater power generation. The main body of the water storage tank is connected to the semi-submersible tank. The second power generation module is disposed within the main body of the water storage tank. The second energy storage device is electrically connected to the first energy storage device, and the water storage tank is electrically connected to the second energy storage device. The control structure includes an intermediate station for connecting the power consumption area to the energy storage tank structure, and a control center for controlling the adaptive system, wherein the intermediate station is electrically connected to the control center.

2. The island / reef adaptive system according to claim 1, characterized in that, The water storage tank body is provided with a first inner cavity, which is electrically connected to the second energy storage device; the second power generation module includes a first membrane unit that only allows water molecules to pass through and a second membrane unit for anion and cation exchange. The first membrane unit and the second membrane unit are sequentially embedded in the first inner cavity, dividing the first inner cavity into a fresh water cavity and a concentrated water cavity. The concentrated water cavity is connected to the semi-submersible tank, and the intermediate station is connected to the fresh water cavity.

3. The island / reef adaptive system according to claim 2, characterized in that, The energy storage tank structure also includes at least two fixing bases for limiting the main body of the energy storage tank structure. The at least two fixing bases are disposed on the side of the main body of the energy storage tank structure and fixed to the seabed soil layer.

4. The island / reef adaptive system according to claim 2, characterized in that, The island and reef adaptive system further includes a first water conveyance channel and a second water conveyance channel for conveying water, and a first power transmission pipeline and a second power transmission pipeline for conveying electrical energy. The two ends of the first water conveyance channel are respectively connected to the semi-submersible tank and the concentrated water chamber, and the two ends of the second water conveyance channel are respectively connected to the fresh water chamber and the intermediate station. The two ends of the first power transmission pipeline are respectively connected to the first energy storage device and the second energy storage device, and the two ends of the second power transmission pipeline are respectively connected to the intermediate station and the second energy storage device.

5. The island / reef adaptive system according to claim 4, characterized in that, The energy storage tank structure is also equipped with a ballast water pump, which is electrically connected to the first energy storage device. The ballast water pump is used to pump seawater into the concentrated water chamber.

6. The island / reef adaptive system according to claim 1, characterized in that, The first power generation module includes a first transformer for converting wave kinetic energy and a wave-absorbing structure for contacting waves. The first transformer is disposed inside the semi-submersible tank and is electrically connected to the first energy storage device. The wave-absorbing structure is disposed outside the semi-submersible tank and is movably connected to the first transformer.

7. The island / reef adaptive system according to claim 6, characterized in that, The wave absorber structure includes a wave absorber, a first support, and a first movable rod. The first support is connected to the outside of the semi-submersible enclosure, and the wave absorber is rotatably connected to the first support. One end of the first movable rod is connected to the wave absorber, and the other end of the first movable rod passes through the semi-submersible enclosure and is movably connected to the first power transformer.

8. The island / reef adaptive system according to claim 7, characterized in that, The first power transformer includes a power transformer body, a power transformer linkage group, a power transformer gear group, and a rotating gear belt. The power transformer body is electrically connected to the first energy storage device. The power transformer gear group is rotatably connected inside the power transformer body. The rotating gear belt is connected to the power transformer gear group. The power transformer linkage group is connected to the power transformer gear group. The first movable rod is connected to the power transformer linkage group.

9. An island / reef adaptive system according to claim 6, characterized in that, The semi-submersible enclosure is also provided with a first connecting part for splicing two adjacent semi-submersible enclosures, and the first connecting part is connected to the other side of the semi-submersible enclosure relative to the wave absorber structure.

10. An installation method for installing an island / reef adaptive system according to any one of claims 1-9, characterized in that, Includes the following steps: Preliminary on-site exploration and parameter design for the island and reef: Using detection equipment, a comprehensive exploration of water depth, wave level, tidal current, salt spray concentration, and seabed geology within a 200m radius around the target island and reef was conducted. Core engineering parameters such as the annual effective wave height, extreme typhoon wave direction, and tidal current velocity were obtained through wave spectrum acquisition. Based on the exploration results, a three-dimensional sea state dynamics model was established to determine the number of floating breakwater energy storage systems to be installed, the deployment spacing, the installation location, and other core parameters. Equipment and material preparation: a. Equipment preparation: The first power generation module, the first energy storage device, the second energy storage device, and the second power generation module are prefabricated in the factory; b. Material preparation: The semi-submersible tank, the energy storage tank structure, and the water storage tank body are prefabricated in the factory; Module splicing of floating breakwater energy storage system: The floating breakwater energy storage system and the energy storage tank structure are transported to the designed sea area of ​​the island and reef. According to the deployment spacing and installation position determined by the three-dimensional sea state mechanics model, multiple floating breakwater energy storage systems are sequentially deployed to the preset construction elevation. Adjacent floating breakwater energy storage systems are spliced ​​together to form a continuous breakwater energy storage belt, and the relevant equipment is debugged. Installation of the energy storage tank structure: The intelligent cable-laying robot is used to dredge the seabed soil layer, then the seabed soil layer is leveled using leveling equipment, the energy storage tank structure is installed, and finally the energy storage tank structure and the floating breakwater energy storage system are connected and debugged. System integration and commissioning: Connect the floating wave-damping energy storage system to the energy storage tank structure, connect the energy storage tank structure to the intermediate station, connect the intermediate station to the control center, and start the operation of the energy storage tank structure and the floating wave-damping energy storage system through the control center to achieve the coordinated operation of power generation, energy storage and desalination; Full-process monitoring and dynamic control: The control center is activated to monitor and control the energy storage tank structure and the floating wave-damping energy storage system in real time.

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