Fence type flowing water generating continuous electricity system and equipment

Abstract

The invention belongs to the field of hydroelectric power generation, and provides a fence type flowing water continuous power generation system and equipment which comprises a bottom plate module which is prefabricated by reinforced concrete, is used for being arranged at the water bottom and kept horizontal, is designed to be of a rectangular plate-shaped structure and has enough weight and size so as to ensure the stability in water flow. The bottom plate module is the foundation of the whole power generation system and provides a stable supporting platform for the power generation pile, the power generation pile module comprises a vertical shaft, a water turbine, a power generator and a cable, the vertical shaft and a bottom plate are vertically installed and fixedly connected through a flange base, and the control module is used for regulating and controlling technical parameters of power generation, optimizing the power generation efficiency and conducting intelligent interaction with a power grid. According to the hydroelectric generation system, the distributed design without a large dam is adopted, and interference to a river ecosystem is remarkably reduced. Compared with a traditional hydroelectric generation mode, the system occupies little land resources in the installation and operation process, and the negative influence on the environment is further reduced.

Description

Technical Field

[0001] The invention belongs to the field of hydroelectric power generation, in particular to a fence-type flowing water continuous power generation system and equipment. Background Art

[0002] With the continuous growth of global energy demand and the increasingly serious environmental problems, it is particularly important to find sustainable and environmentally friendly energy solutions. As a mature renewable energy technology, hydropower has attracted widespread attention due to its clean and stable characteristics. However, traditional hydropower generation usually relies on large dams and reservoirs. This model has some problems that cannot be ignored. Environmental impact: The construction of dams often damages the river ecosystem, affects fish migration, changes the natural water flow pattern, and even causes land flooding. Energy waste. Traditional hydropower generation is usually only carried out in specific sections of the river, and most of the energy of the river is not effectively utilized. Geographical restrictions: The construction of large hydropower stations requires specific geographical conditions, such as the drop and flow of the river, which limits the popularity and application of hydropower around the world.

[0003] To this end, those skilled in the art have proposed a fence-type flowing water continuous power generation system to solve the problems raised by the background technology. Summary of the invention

[0004] In order to solve the above technical problems, the present invention provides a fence-type flowing water continuous power generation system and equipment to solve the problems existing in the prior art.

[0005] The fence-type flowing water continuous power generation system includes a bottom plate module, which is prefabricated with reinforced concrete and is used to be placed on the bottom of the water and kept level. It is designed as a rectangular plate structure with sufficient weight and size to ensure stability in the water flow. The bottom plate module is the foundation of the entire power generation system and provides a stable support platform for the power generation piles;

[0006] The power generation pile module includes a vertical shaft, a turbine, a generator and a cable. The vertical shaft is vertically installed on the bottom plate and is fastened and connected through a flange seat.

[0007] Control module, used to adjust the technical parameters of power generation, optimize power generation efficiency, monitor system status in real time, and interact intelligently with the power grid;

[0008] Fence modules are used to protect power generation equipment and prevent contact between people and animals. They are designed as solid structures above the water surface and are set up around the power generation area to prevent people, animals and floating objects from approaching the power generation equipment to ensure safety.

[0009] Auxiliary equipment module, including lightning rod and sunshade rain cap. The lightning rod is used to protect the power generation equipment from damage by lightning, while the sunshade rain cap is installed on the top of the power generation pile to protect the power generation equipment from the influence of bad weather;

[0010] The output module, including the overhead line setting, is arranged along the river bank, receives the electricity generated by each power generation pile in parallel, and sends the electricity to the power grid through high-voltage transmission lines, ensuring the efficient transmission and supply of electricity.

[0011] Preferably, the length direction of the bottom plate module is consistent with the flow direction of water, and holes for mounting bolts are provided on the bottom plate for mounting flange seats. The bottom plate module is designed with a hydrodynamically optimized shape to reduce water flow resistance and improve the efficiency of the turbine. Its shape design is based on the following algorithm formula: Among them C d is the resistance coefficient of the bottom plate, ρ is the density of water, v is the water flow velocity, C L is the lift coefficient, A f The water-facing area of ​​the bottom plate. The turbine in the power generation pile module is mounted on the vertical shaft through a water-resistant bearing and can rotate around the vertical shaft, thereby driving the generator to rotate and generate electricity;

[0012] The control module can adjust the technical parameters of the engine and transmit power to the outside through the control cable attached to the cable. The control algorithm is based on the following formula: opt =f(P current ,V grid ,θ),P opt is the optimized power output, P current is the current power output, V grid is the grid voltage, θ is the power factor angle, and f is the control function.

[0013] Preferably, the sunshade rain cap in the auxiliary equipment module is a plastic cover-shaped product, which is buckled on the top of the power generation pile to protect the power generation equipment. Its protection effect is evaluated by the following algorithm formula: E protection =C material ×A exposed ×T duration , where E protection For protection effect, C material is the protection factor of the material, A exposed is the exposed area, T duration For exposure time.

[0014] Preferably, the overhead lines of the output modules are arranged along the river bank to receive the electricity generated by each power generation pile in parallel, and the parallel efficiency is optimized by the following algorithm formula: where η parallel is the total efficiency after parallel connection, η i is the efficiency of the i-th power pile, and n is the number of power piles.

[0015] Preferably, the number of the power generation pile modules is an even number, and the rotation directions of each pair of turbines are opposite to each other, so as to balance the reaction force and maintain the stability of the base plate. The balancing algorithm is performed by the following formula: F net is the net reaction force, F i,L is the reaction force of the i-th pair of left turbines, F i,R is the reaction force of the i-th pair of right turbines, and n is the number of generating piles.

[0016] Preferably, the control module includes an algorithm for real-time monitoring and adjusting the operating state of the turbine to optimize power generation efficiency and equipment life. The specific algorithm is as follows: Optimal Speed ​​= argmax v (η turbine (v)×P water (v)), where Optimal Speed ​​is the optimal speed of the turbine, η turbine (v) is the efficiency of the turbine at speed v, P water (v) is the power output of the turbine at speed v, argmax v It means to find the value of v that maximizes the expression in the parentheses.

[0017] Preferably, the control module also includes an algorithm for predicting changes in water flow velocity to adapt to possible environmental changes. The specific algorithm formula is as follows: predicted =v current +Δv×(1-e -k×Δt ), where v predicted is the predicted water velocity, v current is the current water flow velocity, Δv is the velocity change, k is the rate constant of environmental change, Δt is the time interval, and e is the base of the natural logarithm.

[0018] Preferably, the control module also includes an algorithm for calculating and optimizing the layout of the power generation piles to maximize the overall power generation efficiency, with a layout algorithm reference P total is the total power output of the system, η turbine,i is the efficiency of the i-th turbine, P water,i is the power output of the ith turbine, and n is the total number of turbines.

[0019] Preferably, the control module also refers to the following algorithm formula for evaluating and adjusting the maintenance plan of the power generation system to minimize the maintenance cost and maximize the system availability, specifically,

[0020] Among them C maintenance is the total maintenance cost, C replace,iis the replacement cost of the i-th component, f(failure_rate i ) is the failure rate function of the i-th component, C inspection is the cost of periodic inspection, n is the total number of components, and the control module also includes an adaptive algorithm for optimizing power generation efficiency to adapt to changing water flow conditions. The algorithm formula is η optimized =η current +α×(η target -η current ), where η optimized is the optimized efficiency, η current is the current efficiency, η target is the target efficiency, and α is the learning rate, which is used to adjust the optimization speed.

[0021] Preferably, the fence-type flowing water continuous power generation system and equipment utilizes the flowing water on both sides of the waterways of large rivers and artificial canals to implement continuous power generation day and night. The power generation equipment is dispersed in the flowing water on both sides of the waterway and enclosed by fences. It is a micro damless hydropower station. The flowing water of non-navigable rivers is used to install fence-type bottom plate pile submersible or water-inserted power generation equipment to implement continuous power generation. The flowing water of seasonal rivers during the flood season is used to install fence-type bottom plate pile submersible or water-inserted power generation equipment to implement seasonal day and night continuous power generation. The types and scenarios of flowing water in the north are opposite to those in the south. In winter, ice plate top plate water-inserted power generation equipment is used to penetrate the ice and enter the water to implement continuous power generation in winter day and night. The power generation piles used on the ice in winter It is called a water-inserted power generation pile, and it is a seatless water-inserted type; that is, a hole is drilled in the ice surface, and the power generation pile is inserted into the water through the ice hole. The end of the power generation pile where the generator is installed is left on the ice surface, and a flange is put on it, and it is frozen firmly by water. That is, the power generation pile uses the ice plate layer as a support and gripper and is planted in it, just like planting teeth in the upper gums. In summer, a fence-type bottom plate plug-in submersible power generation equipment is used to implement continuous power generation day and night. For shallow offshore flowing water, a large floating platform must be made to carry out water-inserted chiral power generation pile power generation, which is to use the flow of horizontal ocean currents to implement continuous power generation day and night. In the northern winter territorial waters, the ice plate layer uses the ice plate top plate type to penetrate the ice and enter the water to generate continuous power day and night.

[0022] Through the above technical solution,

[0023] Compared with the prior art, the present invention has the following beneficial effects:

[0024] 1. The hydroelectric power generation system of the present invention adopts a distributed design without the need for large dams, which significantly reduces the interference with the river ecosystem. Compared with traditional hydroelectric power generation methods, the system has minimal impact on the natural flow of the river and the surrounding environment, which helps to protect biodiversity and the natural purification function of water bodies. In addition, the system occupies very little land resources during installation and operation, further reducing the negative impact on the environment.

[0025] 2. Through intelligent control modules and optimized hardware design, the system can automatically adjust power generation parameters according to real-time hydrological data to achieve efficient energy conversion and power generation efficiency. The modular design allows the system to be flexibly configured according to specific river conditions, reducing unnecessary over-design, thereby reducing construction and operating costs. In addition, the system maintenance and upgrades are easier, which helps to extend the service life of the equipment and further improve the overall cost-effectiveness.

[0026] 3. The system of the present invention can be deployed under various hydrological conditions, including large rivers, artificial canals, seasonal rivers and coastal areas, greatly expanding the scope of available water resources. The intelligent control module can respond to changes in grid demand in real time, and achieve efficient coordination with the grid by finely regulating the output of each power generation pile, thereby improving the stability of energy supply. At the same time, the distributed characteristics of the system also enhance its resistance to single fault points, reduce the risk of power outages in the entire grid due to local problems, and thus improve the reliability and flexibility of energy supply. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 is a system block diagram of the present invention; DETAILED DESCRIPTION

[0028] The following embodiments of the present invention are described in further detail in conjunction with the accompanying drawings and examples. The following examples are used to illustrate the present invention, but are not intended to limit the scope of the present invention.

[0029] Embodiment 1: As shown in the attached Figure 1 As shown: The present invention provides a fence-type flowing water continuous power generation system, including a bottom plate module, which is prefabricated with reinforced concrete and is used to be placed on the bottom of the water and kept level. The reinforced concrete is prefabricated in a rectangular plate shape, heavy and heavy, and semi-circular grippers are arranged at both ends for easy lifting and transportation. When in use, it is placed on the bottom of the water, and the length direction is consistent with the flowing water. There are holes on it, and flange seats can be installed, and then power generation piles can be installed. The bottom plate module is the foundation of the entire power generation system, providing a stable support platform for the power generation piles. The bottom of the bottom plate module is designed with an anti-slip structure to increase its stability on the bottom of the water and prevent displacement due to water flow impact;

[0030] The power generation pile module consists of a vertical shaft, a turbine, a generator and a cable. The vertical shaft is a thick and smooth long shaft. It is the rotating center axis of the turbine and the generator, and is also a skeleton support member. The lower end of the vertical shaft is installed vertically with the bottom plate and is fastened with a flange seat. The turbine is mounted on the vertical shaft through a bearing. It is impacted by flowing water and can rotate around the vertical shaft, and then drive the generator to rotate and generate electricity through the clutch. The cable is also attached with a control cable to adjust the technical parameters of the generator and transmit electricity to the outside.

[0031] Control module, used to adjust the technical parameters of power generation, optimize power generation efficiency, monitor system status in real time, and interact intelligently with the power grid;

[0032] The fence module is used to protect the power generation equipment and prevent contact between people and animals. It is designed as a solid structure above the water surface and is set up around the power generation area to prevent people, animals and floating objects from approaching the power generation equipment to ensure safety. The fence module is also equipped with fences and lightning rods. Submersible power generation has exposed moving components and involves water and electricity. It is unsafe for people and animals to directly touch it. A fence above the water surface should be set up around it and a warning sign should be hung;

[0033] Auxiliary equipment module, including lightning rod and sunshade rain cap. The lightning rod is used to protect the power generation equipment from lightning damage, while the sunshade rain cap is installed on the top of the power generation pile to protect the power generation equipment from bad weather. Auxiliary equipment and technical measures; In order to prevent the drift of the base plate due to the reaction force, the power generation piles installed on each base plate must have the same specifications and an even number. The rotation direction is half left and half right. The rotation of each pair of turbines is opposite to each other, balancing the reaction force with each other, maintaining the total momentum balance, so that the base plate is always in a stable, vibration-free and drift-free working state, preventing the drift of the base plate due to the reaction force. The rotation of each pair of turbines is opposite to each other, and the spatial geometric shapes of each pair of turbine blades are mutually chiral;

[0034] The output module, including the overhead line setting, is arranged along the river bank, receives the electricity generated by each power generation pile in parallel, and sends the electricity to the power grid through high-voltage transmission lines, ensuring the efficient transmission and supply of electricity.

[0035] As can be seen from the above, the length direction of the bottom plate module is consistent with the flow direction of water. The bottom plate is provided with holes reserved for mounting bolts for mounting flange seats. The bottom plate module is designed with a hydrodynamically optimized shape to reduce water flow resistance and improve the efficiency of the turbine. Its shape design is based on the following algorithm formula Among them C d is the resistance coefficient of the bottom plate, ρ is the density of water, v is the water flow velocity, C L is the lift coefficient, A f The water-facing area A of the bottom plate is the area of ​​the water turbine in the power generation pile module. The water turbine in the power generation pile module is mounted on the vertical shaft through a water-resistant bearing and can rotate around the vertical shaft to drive the generator to rotate and generate electricity. The water-facing area A of the bottom plate module is f Dynamically adjust according to actual hydrological conditions to achieve optimal hydrodynamic performance;

[0036] The control module can adjust the technical parameters of the engine and transmit power to the outside through the control cable attached to the cable. The control algorithm is based on the following formula: opt =f(P current ,Vgrid ,θ),P opt is the optimized power output, P current is the current power output, V grid is the grid voltage, θ is the power factor angle, f is the control function, and the turbine adopts a variable pitch design to adapt to the optimal operating conditions under different flow rates and improve the energy conversion efficiency.

[0037] Embodiment 2: As shown in the attached Figure 1 As shown: This embodiment is basically the same as the previous embodiment, except that the sunshade rain cap in the auxiliary equipment module is a plastic cover-shaped product, which is buckled on the top of the power generation pile to protect the power generation equipment. Its protection effect is evaluated by the following algorithm formula, E protection =C material ×A exposed ×T duration , where E protection For protection effect, C material is the protection factor of the material, A exposed is the exposed area, T duration In order to withstand the exposure time, the sun and rain cap is made of a lightweight but high-strength composite material to reduce the burden on the top of the power pile while providing long-term and reliable protection.

[0038] As can be seen from the above, the overhead line of the output module is arranged along the river bank, receiving the electricity generated by each power generation pile in parallel, and its parallel efficiency is optimized by the following algorithm formula: where η parallel is the total efficiency after parallel connection, η i is the efficiency of the i-th power pile, n is the number of power piles, and the output module includes an intelligent scheduling system that can adjust power distribution according to the grid demand and the real-time output of each power pile to optimize the overall power supply efficiency.

[0039] Preferably, the number of the power generation pile modules is an even number, and the rotation directions of each pair of turbines are opposite to each other, so as to balance the reaction force and maintain the stability of the base plate. The balancing algorithm is performed by the following formula: F net is the net reaction force, F i,L is the reaction force of the i-th pair of left turbines, F i,R is the reaction force of the i-th pair of right turbines, n is the number of power generation piles, and the control module includes an adaptive control system that can automatically adjust the rotation direction and speed of the turbine according to the real-time data of water flow changes and reaction force to maintain the stable operation of the system.

[0040] Furthermore, the control module includes an algorithm for real-time monitoring and adjusting the operating state of the turbine to optimize the power generation efficiency and equipment life. The specific algorithm is as follows: Optimal Speed ​​= argmax v (η turbine (v)×P water (v)), where Optimal Speed ​​is the optimal speed of the turbine, η turbine (v) is the efficiency of the turbine at speed v, P water (v) is the power output of the turbine at speed v, argmax v It means finding the v value that maximizes the expression in brackets. The control module also integrates a predictive maintenance algorithm that can predict the wear of key components of the turbine and issue early warning before maintenance to reduce unexpected downtime.

[0041] Specifically, the control module also includes an algorithm for predicting changes in water flow velocity to adapt to possible environmental changes. The specific algorithm formula is as follows: predicted =v current +Δv×(1-e -k×Δt ), where v predicted is the predicted water velocity, v current is the current water flow velocity, Δv is the velocity change, k is the rate constant of environmental change, Δt is the time interval, and e is the base of the natural logarithm. The control module also integrates an environmental adaptability algorithm that can predict water flow changes based on weather forecasts and seasonal hydrological data and automatically adjust the power generation strategy to adapt to environmental changes.

[0042] Preferably, the control module also includes an algorithm for calculating and optimizing the layout of the power generation piles to maximize the overall power generation efficiency, with a layout algorithm reference P total is the total power output of the system, η turbine,i is the efficiency of the i-th turbine, P water,i is the power output of the ith turbine, and n is the total number of turbines.

[0043] Furthermore, the control module also refers to the following algorithm formula for evaluating and adjusting the maintenance plan of the power generation system to minimize the maintenance cost and maximize the system availability, specifically,

[0044] Among them C maintenance is the total maintenance cost, C replace,i is the replacement cost of the i-th component, f(failure_rate i ) is the failure rate function of the i-th component, C inspection is the cost of periodic inspection and n is the total number of components.

[0045] Specifically, the control module also includes an adaptive algorithm for optimizing power generation efficiency to adapt to changing water flow conditions. The algorithm formula is η optimized =η current +α×(η target -η current ), where η optimized is the optimized efficiency, η current is the current efficiency, η target is the target efficiency, and α is the learning rate, which is used to adjust the optimization speed.

[0046] Embodiment 3: As shown in the attached Figure 1 As shown: On the basis of embodiment 1, it also includes a method of establishing an offshore floating platform, which is formed by using strip-shaped objects with large buoyancy, and is composed of several strip-shaped objects parallel to the direction of flowing water; the strip-shaped objects are characterized by having large buoyancy, which can be; double-sided foam thick plates, multiple specially made long wooden boats, and a large wooden raft composed of long round wood to make a floating platform, hard foam thick plates, which are arranged parallel to each other, leaving a spacing in the middle for installing power generation piles and turbines, and are paved with thick wooden boards. The upper and lower layers must be connected and fixed to form a row-shaped rectangular offshore floating platform, and power generation piles are installed at the faucet in the middle of the strip-shaped objects to carry out plug-in continuous power generation, also called an offshore flowing water power station.

[0047] The power generation method uses chiral power piles (similar to the chiral carbon atoms in organic chemistry) to prevent the floating platform from drifting due to reaction force. The power piles installed on each floating platform must have consistent specifications and an even number. The rotation direction is half left and half right. The rotation of each pair of turbines is opposite to each other, and the spatial geometry of their blades is chiral, just like the left and right hands of a person, which are symmetrical. They balance the reaction force with each other and maintain the total momentum balance, so that the floating platform is always in a stable, vibration-free and drift-free working state. The power piles matched with the chiral turbines are called chiral power piles. The floating platform is fixed by anchors. When the weather is bad, it is towed back to a safe harbor by barges. In the northern winter, the sea surface is frozen, and the floating platform generates electricity. The ice plate layer is replaced for plug-in continuous power generation to continue generating electricity.

[0048] Embodiment 4, as attached Figure 1As shown: On the basis of Example 3, the following is a usage scenario of the system, a fence-type flowing water continuous power generation system and equipment, which utilizes the flowing water on both sides of the waterways of large rivers and artificial canals to implement continuous power generation day and night, without affecting the passage of ships. The power generation equipment is dispersed in the flowing water on both sides of the waterway and surrounded by fences. It is a micro damless hydropower station, which utilizes the flowing water of non-navigable rivers to install fence-type bottom plate pile submersible or water-inserted power generation equipment to implement continuous power generation, and utilizes the flowing water in seasonal rivers during the flood season to install fence-type bottom plate pile submersible or water-inserted power generation equipment to implement seasonal day and night continuous power generation. The types and scenarios of flowing water in the north are opposite to those in the south. In winter, ice plate top plate water-inserted power generation equipment is used to penetrate the ice into the water to implement continuous power generation day and night in winter. The power generation piles used on the ice in winter are called water-inserted power generation piles. They are seatless and water-inserted. That is, a hole is made in the ice surface, and the power generation pile is inserted into the water through the ice hole. The end of the power generation pile where the generator is installed is left on the ice surface, and a flange is put on it, and it is frozen by water. That is, the power generation pile uses the ice plate layer as a support and gripper, and is planted in it, just like planting teeth in the upper gums. In summer, fence-type bottom plate plug-in submersible power generation equipment is used to implement continuous power generation day and night. For shallow offshore flowing water, a large floating platform must be built to generate power with water-inserted chiral power generation piles, that is, to use the flow of horizontal ocean currents to implement continuous power generation day and night. In the northern winter territorial waters, the ice plate layer uses the ice plate top plate type to penetrate the ice and enter the water to generate continuous power day and night.

[0049] The embodiments of the present invention are provided for the purpose of illustration and description. Although the embodiments of the present invention have been shown and described above, it can be understood that the above embodiments are exemplary and cannot be understood as limitations of the present invention. Ordinary technicians in this field can change, modify, replace and modify the above embodiments within the scope of the present invention.

[0050] In the description of this specification, the description with reference to the terms "one embodiment", "some embodiments", "examples", "specific examples" or "some examples" etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present invention. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described may be combined in any one or more embodiments or examples in a suitable manner. In addition, those skilled in the art may combine and combine different embodiments or examples described in this specification and the features of different embodiments or examples, unless they are contradictory.

[0051] Although the present invention has been described in detail with reference to the aforementioned embodiments, it is still possible for those skilled in the art to modify the technical solutions described in the aforementioned embodiments, or to make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. Fence type flowing water continuous power generation system, characterized by: include: The bottom plate module is prefabricated with reinforced concrete and is used to be placed on the bottom of the water and keep it level. It is designed as a rectangular plate structure with sufficient weight and size to ensure stability in the water flow. The bottom plate module is the foundation of the entire power generation system and provides a stable support platform for the power generation piles; The power generation pile module includes a vertical shaft, a turbine, a generator and a cable. The vertical shaft is vertically installed on the bottom plate and is fastened and connected through a flange seat. Control module, used to adjust the technical parameters of power generation, optimize power generation efficiency, monitor system status in real time, and interact intelligently with the power grid; Fence modules are used to protect power generation equipment and prevent contact between people and animals. They are designed as solid structures above the water surface and are set up around the power generation area to prevent people, animals and floating objects from approaching the power generation equipment to ensure safety. Auxiliary equipment module, including lightning rod and sunshade rain cap. The lightning rod is used to protect the power generation equipment from damage by lightning, while the sunshade rain cap is installed on the top of the power generation pile to protect the power generation equipment from the influence of bad weather; The output module, including the overhead line setting, is arranged along the river bank, receives the electricity generated by each power generating pile in parallel, and sends the electricity to the power grid through high-voltage transmission lines, ensuring the efficient transmission and supply of electricity.

2. The fence-type flowing water continuous power generation system as claimed in claim 1, characterized in that: The length direction of the bottom plate module is consistent with the flow direction of water. The bottom plate is provided with holes for reserved mounting bolts for mounting flange seats. The bottom plate module is designed with a hydrodynamically optimized shape to reduce water flow resistance and improve the efficiency of the turbine. Its shape design is based on the following algorithm formula Among them C d is the resistance coefficient of the bottom plate, ρ is the density of water, v is the water flow velocity, C L is the lift coefficient, A f The water-facing area of ​​the bottom plate. The turbine in the power generation pile module is mounted on the vertical shaft through a water-resistant bearing and can rotate around the vertical shaft, thereby driving the generator to rotate and generate electricity; The control module can adjust the technical parameters of the engine and transmit power to the outside through the control cable attached to the cable. The control algorithm is based on the following formula: opt =f(P current ,V grid ,θ),P opt is the optimized power output, P current is the current power output, V grid is the grid voltage, θ is the power factor angle, and f is the control function.

3. The fence-type flowing water continuous power generation system as claimed in claim 2, characterized in that: The sunshade rain cap in the auxiliary equipment module is a plastic cover-shaped product, which is buckled on the top of the power generation pile to protect the power generation equipment. Its protection effect is evaluated by the following algorithm formula: E protection =C material ×A exposed ×T duration , where E protection For protection effect, C material is the protection factor of the material, A exposed is the exposed area, T duration For exposure time.

4. The fence-type flowing water continuous power generation system as claimed in claim 1, characterized in that: The overhead lines of the output modules are arranged along the river bank to receive the electricity generated by each power generation pile in parallel. The parallel efficiency is optimized by the following algorithm formula: where η parallel is the total efficiency after parallel connection, η i is the efficiency of the i-th power pile, and n is the number of power piles.

5. The fence-type flowing water continuous power generation system as claimed in claim 1, characterized in that: The number of the power generation pile modules is an even number, and the rotation directions of each pair of turbines are opposite to each other, so as to balance the reaction force and maintain the stability of the base plate. The balancing algorithm is performed by the following formula: F net is the net reaction force, F i,L is the reaction force of the i-th pair of left turbines, F i,R is the reaction force of the i-th pair of right turbines, and n is the number of generating piles.

6. The fence-type flowing water continuous power generation system as claimed in claim 5, characterized in that: The control module includes an algorithm for real-time monitoring and adjusting the operating status of the turbine to optimize power generation efficiency and equipment life. The specific algorithm is as follows: OptimalSpeed ​​= argmax v (η turbine (v)×P water (v)), where Optimal Speed ​​is the optimal speed of the turbine, η turbine (v) is the efficiency of the turbine at speed v, P water (v) is the power output of the turbine at speed v, argmax v It means to find the value of v that maximizes the expression in the parentheses.

7. The fence-type flowing water continuous power generation system as claimed in claim 1, characterized in that: The control module also includes an algorithm for predicting changes in water flow velocity to adapt to possible environmental changes. The specific algorithm formula is as follows: predicted =v current +Δv×(1-e -k×Δt ), where v predicted is the predicted water velocity, v current is the current water flow velocity, Δv is the velocity change, k is the rate constant of environmental change, Δt is the time interval, and e is the base of the natural logarithm.

8. The fence-type flowing water continuous power generation system as claimed in claim 1, characterized in that: The control module also includes an algorithm for calculating and optimizing the layout of the power generation piles to maximize the overall power generation efficiency, with a layout algorithm reference P total is the total power output of the system, η turbine,i is the efficiency of the i-th turbine, P water,i is the power output of the ith turbine, and n is the total number of turbines.

9. The fence-type flowing water continuous power generation system as claimed in claim 8, characterized in that: The control module also refers to the following algorithm formula for evaluating and adjusting the maintenance plan of the power generation system to minimize maintenance costs and maximize system availability, specifically, Among them C maintenance is the total maintenance cost, C replace,i is the replacement cost of the i-th component, f(failure_rate i ) is the failure rate function of the i-th component, C inspection is the cost of periodic inspection, n is the total number of components; The control module also includes an adaptive algorithm for optimizing power generation efficiency to adapt to changing water flow conditions. The algorithm formula is η optimized =η current +α×(η target -η current ), where η optimized is the optimized efficiency, η current is the current efficiency, η target is the target efficiency, α is the learning rate, which is used to adjust the optimization speed;.

10. A fence-type flowing water continuous power generation device, which generates electricity using the fence-type flowing water continuous power generation system as claimed in claims 1 to 9, characterized in that: Utilize the flowing water on both sides of the waterways of large rivers and artificial canals to implement continuous power generation day and night. The power generation equipment is dispersed in the flowing water on both sides of the waterway and enclosed by fences. It is a micro damless hydropower station. Utilize the flowing water of non-navigable rivers to install fence-type bottom plate pile submersible or water-inserted power generation equipment to implement continuous power generation. Utilize the flowing water of seasonal rivers during the flood season to install fence-type bottom plate pile submersible or water-inserted power generation equipment to implement seasonal day and night continuous power generation. The types and scenarios of flowing water in the north are opposite to those in the south. In winter, ice plate top plate water-inserted power generation equipment is used to penetrate the ice into the water to implement continuous power generation day and night in winter. The power generation piles used on the ice in winter are called water-inserted power generation piles. It is a seatless water-inserted type; that is, a hole is drilled on the ice surface, and the power pile is inserted into the water through the ice hole. The end of the power pile where the generator is installed is left on the ice surface, and a flange is put on it, and it is frozen firmly by water. That is, the power pile uses the ice plate layer as a support and gripper and is planted in it, just like planting teeth in the upper gums. In summer, a fence-type bottom plate plug-in submersible power generation equipment is used to implement continuous power generation day and night. For shallow offshore flowing water, a large floating platform must be made to carry out water-inserted chiral power pile power generation, that is, to use the flow of horizontal ocean currents to implement continuous power generation day and night. In the northern winter territorial waters, the ice plate layer uses the ice plate top plate type to penetrate the ice and enter the water to generate continuous power day and night.

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