CN112796289A - Tidal power station provided with fish farm and capable of being turned into peak canyon pot mouth - Google Patents

Abstract

The invention is based on the basic principle that a plurality of structures in an offshore sea area are arranged in opposite directions at the same large intervals, and the natural peak canyon bay mouth has the same width as the bay mouth of the sea channel, only needs to build a road with foundations for various wide bay mouths for enclosing lands, islands and reefs on the seabed which wades with little depth (about 3 to 5 meters) and little construction difficulty, and comprises a plurality of artificial dam peak canyon tide discharge channels which are arranged in opposite directions at the same large intervals, have more obvious performance than the bay mouth of the natural peak canyon bay mouth and have narrower width than the bay mouth of the sea channel, the tidal power station is provided with a fish farm and can be turned into a peak valley pot mouth tidal power station.

Description

Tidal power station provided with fish farm and capable of being turned into peak canyon pot mouth

Technical Field

The invention relates to a tidal power station which is provided with a fish farm and can be mutually rotated to be a peak canyon pot mouth and a construction method thereof, belonging to the technical field of a new hydraulic infrastructure.

Technical scheme

A tidal power station with a fish farm and a method for building the same, wherein the tidal power station can be turned into a peak canyon pot mouth.

The invention is based on the basic principle of natural peak canyon hutch coastal bay mouth with the same structure and large opposite parallel intervals and the same width as the bay mouth of the sea river channel, only on the sea bottom with no deep wading (about 3 to 5 meters) and little construction difficulty, one channel for constructing artificial canyon dams with foundations for enclosing lands, islands and reefs is constructed by a plurality of artificial canyon dams with the same structure and large opposite parallel intervals, the performance is more obvious than that of the natural peak canyon hutch bay mouth, the width is narrower than that of the bay mouth of the sea river channel, two parallel pot mouth dams are constructed at the extension sections at the two ends, one peak dam is constructed in the pot mouth dam to divide the pot mouth dam into smaller tide discharge channels again, two gate dams are constructed between the pot mouth dam and the middle peak to be inverted relatively inclined, and two gate dams are arranged at the tide discharge channels in the pot mouth dams, the invention is characterized in that the gate pier is built in a sea area in front of the top of each pot mouth dam, the gate opening motor is installed on the top of each gate pier, a semi-arc gate moving track is built on the seabed between each gate dam and the gate pier, the gate closing motors are installed on the dam surfaces at two sides of the top of each peak dam, ropes with hooks are respectively connected between the gate opening motor and the outer side surface of the gate, between the gate closing motors and the inner side surface of the gate, ropes with tightly-arranged heads and divergently-arranged tails are respectively connected, a reinforced cement column with hooks is longitudinally and vertically arranged at large intervals along the seabed at the shallower range of the near bank side, fish escape preventing nets with hooks are transversely and horizontally arranged in the reinforced cement column hooks, the fish escape preventing nets are surrounded on the near bank side, the shallower range of the sea area at the near bank side are sufficiently illuminated with the perennial light to produce a small fish farm, the small fish farms are parked on the coast side to rush-repair fast boats, the remote control facilities built on the coast, and the like And (4) a power station. As long as each gate dam gate is opened and closed through the remote control room, the system can have the following huge income hydraulic facilities: at each large tidal rise and return: as long as close each floodgate dam gate promptly can seal and be enclosed each wide gulf mouth of separating by it, just can will be enclosed to separate by it and occupy this area extremely huge in one side sea area outside the wide gulf mouth on land, island, reef, and be enclosed by it again and separate and respectively occupy this large tracts of land sea area in one side the sea area in each wide gulf mouth the inside, these two extremely huge low-lying lands of total area are used for the water storage. At each large tidal rise and fall period: the seawater which continuously flows into the two low-lying lands and has a large amount of translational kinetic energy is expanded and contracted every time, and the seawater is stored again by the potential energy with large fall, so that the seawater can be intensively stored into two large and incomparable upstream and downstream reservoirs. And at the termination period of each large tide rise and fall: by opening the gate of each pot mouth gate dam on the inner side and the gate of each pot mouth gate dam on the outer side of the remote control house in parallel, the land, island and reef wide gulf mouth surrounded by the remote control house can be immediately divided into a plurality of large-scale sea areas with the same structure and opposite side by side, the large-scale sea areas can be aligned on one side towards the shore, the sea area can be aligned on one side towards the sea, the artificial dam peak gulf mouth tide discharge channel has the performance which is more obvious than that of the natural peak gulf mouth coast gulf mouth and narrower than that of the sea channel gulf mouth, the huge fall potential energy between two reservoirs with opposite directions can be utilized, the seawater which continuously flows in from the large-scale sea area and then continuously flows out from the large-scale sea areas can be continuously discharged, the seawater which is surrounded by the remote control house and greatly rises and falls off the large-scale gulf mouth each time and is stored in each large-scale gulf mouth, the horizontal division → concentration → discharge short-forcing disposal can be immediately implemented, one turbulent and urgent water flow with larger horizontal movement energy is extruded into two moisture discharge channels in each pot-mouth dam to drive the wheel blades in the gate dam duct to rotate and push one hydraulic generator in a small hydraulic generator room on the top of each gate dam to be completely used for generating power. The invention can stably obtain the following two huge economic benefits with only limited investment:

1. the device can be stored in one side of the sea area outside wide gulf openings of land, island and reef in a centralized manner, and the huge economic income of generating electricity by using the huge total amount of seawater which rises and falls off the tide each time in the reservoirs of the sea areas in each large area.

2. The net for preventing fish from escaping can be used for enclosing a plurality of high-yield and stable-production fish farms in a small sea area near the shore, and various seafood products with the lowest price and the fresest can be supplied to the market, so that the huge economic income can be obtained again.

Since the two aspects of very large economic income can be stably obtained all year round, the costs of the various components and labor spent for building the tidal power plant can be recovered only by putting the tidal power plant of the present invention into service for at most two years, and the two aspects of very large economic income can be obtained all year round after two years.

It has several characteristics as follows:

1. the large-area.

2. Its characterized in that than natural peak gorge kettle mouth coast bay mouth performance more obvious, width than go into the narrower artifical dyke and dam peak gorge kettle mouth row tide channel of sea river way sea bay mouth, just by lieing in this two channel row tide channel of newly forming between each gate dam gate is opened on each middle peak dyke and dam both sides together, in addition with rather than each kettle mouth dyke and dam original two channel row tide channel link to each other and form.

3. The inclination of each dam of the enclosed land, island and reef wide bay mouth canyon is less than or equal to 30 degrees compared with each dam of the middle peak; the horizontal inner included angles between the dam faces at the two sides below the dam crest of each middle peak dam and the dam faces at the two sides below the dam crest of each gate dam are all less than or equal to 30 degrees.

4. The dam is characterized in that various artificial dams for enclosing and separating lands, islands and reefs, a gate dam with a duct and a reinforcing beam are all poured into a whole by adopting reinforced concrete.

Disclosure of Invention

A tidal power station with a fish farm and capable of being turned into a peak canyon pot mouth is provided.

The advantages of the invention are particularly evident, especially in several respects

Firstly, the bay mouth method of the sea channel sea bay mouth is adopted and the dam can be used for the gate dam to further enclose and isolate the width which is similar to the inland river to enter the sea channel sea bay mouth tide discharge channel

The invention adopts the technical scheme that a plurality of artificial dam peak canyon estuary drainage channels which have the same structure and the opposite large intervals and are more sharp than the top of a natural peak canyon estuary coast, are more steep than the natural canyon coast, have the width narrower than the width of the natural peak canyon estuary and have more obvious performance than the natural peak canyon estuary coast, and two gate dams which are relatively inclined and inverted are built for enclosing and isolating the two drainage canal mouths in each estuary dam are provided, compared with the existing tidal power station which only encloses the gulf mouth and is provided with the gate dam, the invention has an extra artificial dam enclosing the gulf mouth, therefore, the current situation that the existing tidal power station only has one dam enclosing the gulf mouth and is not used for the artificial dam enclosing the gulf mouth seriously insufficient can be thoroughly changed.

Secondly, the width of the sea gulf mouth and the total quantity of the sea gulf mouth can be separated

The invention can be used for various wide ocean bay mouths of innumerable lands, islands and reefs of the barricade, and compared with the width that the existing tidal power station can only be used for barricading each ocean bay mouth by a gate dam, the invention can exceed the width of the existing tidal power station by hundreds of times, for example, the invention exceeds the width of the existing tidal power station by thousands of times when comparing the total number of the ocean bay mouths which can be used for the barricade. Therefore, the current situation that the total quantity of the existing tidal power station at the sea gulf opening can be seriously insufficient can be thoroughly changed.

And thirdly, the direction of the low-lying land can be occupied in the sea area connected with the wide and narrow bay mouths, and the total area of the low-lying land can be occupied.

At each large tide rise and retreat initial stage, the invention only needs to close the dam by remote control room built on the coast and then to enclose and separate land, island and reef in the artificial dam peak canyon pot mouth dam two ways, and the invention can immediately close the gate of the tide discharge canal gate dam more narrow than the sea channel sea mouth, and can immediately close the dam by the dam and separate the wide sea mouth, the invention can occupy the large sea area with extremely large floor area on one side outside the land, island and reef wide sea mouth, and can occupy the large sea area with one side block and large area on one side inside the wide sea mouth, the two blocks of large area are still used in the wasteland so far, for example, compared with the existing tidal power station, the land can only be used for storing water in the direction of small area occupied by the small sea area with extremely small quantity on one side of the dam isolated inside the sea channel sea mouth, the invention can increase the whole direction, for example, the total area of the occupied low-lying land is compared, the invention can exceed ten thousand times, thereby thoroughly changing the direction of the small low-lying land occupied by the small-range sea area which is extremely rare and is surrounded by the gate dam of the tidal power station at one side of the sea channel sea bay mouth, the invention can increase one direction, for example, the total area of the occupied low-lying land is compared, the invention can exceed ten thousand times, thereby thoroughly changing the current situations that the existing tidal power station can occupy the direction of the low-lying land and the total area is seriously insufficient.

Fourthly, the total cost is spent on occupying low-lying land in the sea area connected with the wide and narrow bay mouths

Because of the huge sea areas enclosed by the invention on one side outside the wide bay mouths of the land, the island and the reef and the large sea areas occupied by the invention on one side inside the wide bay mouths, the two low-lying lands with extremely large total area belong to the waste low-lying lands used for water storage with zero cost, thereby thoroughly changing the low-lying land used for water storage of the prior tidal power station which can only be enclosed by the gate dam in a small area of the downstream river section of the gulf mouth of the sea channel with extremely rare total quantity, besides the limited cost of building various facilities and components of the tidal power station, the current situation that the total cost of building various facilities and components of the existing tidal power station is ten thousand times higher due to the relocation of a plurality of enterprises and public institutions in the original reservoir area and the dense population of the original reservoir area is also needed.

Fifthly, the low-lying land in the sea area connected with the wide and narrow bay mouths is used for storing the seawater which continuously flows into the sea area and can be stored in the large-fall potential energy storage pool in a centralized manner, and the seawater direction with a large amount of translational kinetic energy and the total amount of the translational kinetic energy are provided

At each large tide rising and falling initial stage: the invention can occupy the sea area which is extremely huge on one side and is surrounded outside each wide bay mouth by the remote control house and can occupy the large-scale sea area which is large on one side and is surrounded inside each wide bay mouth by the remote control house by closing the land, the island, the reef and each wide bay mouth on the inner side and each gate dam gate on the outer side of each wide bay mouth by the remote control house, and can occupy the large-scale sea area which is large on one side and is surrounded inside each wide bay mouth by the remote control house, the two huge low-lying lands with extremely large areas can be respectively used for expanding and contracting the tide sea water which continuously flows into the sea area and has a large amount of translational kinetic energy every time, and the huge potential energy is completely restored again, and the huge inventory sea water with huge total amount can be intensively stored and can be alternately used as an upstream reservoir and a downstream reservoir. For example, compared with the existing tidal power station which can only be enclosed by a gate dam in a small sea area of a downstream river section of a gulf mouth of a sea river channel, the tidal power station can be used for storing a large amount of seawater with translational kinetic energy continuously flowing into the sea area into a reservoir in a centralized manner, and then storing the seawater with huge fall potential energy stock in the reservoir, the tidal power station has one direction, for example, compared with the total amount of the seawater with huge fall potential energy stock, the tidal power station can exceed ten thousand times, so that the current situation that the direction of the seawater with huge fall potential energy stock and the total amount of the seawater with huge fall potential energy stock are seriously insufficient can be completely changed.

Sixth, the method for generating electricity by extruding the sea water stored in the reservoir of the sea area connected with the wide and narrow bay mouths into turbulent water flow with larger translational kinetic energy by using huge fall potential energy

The invention relates to an extrusion method utilizing a huge fall potential energy horizontal division → narrowing → concentration → discharge of short process.

The method is that during each period of large tide expansion and retreat termination: the invention can equally divide the wide sea mouths enclosed by the dam, the island and the reef into a plurality of artificial peak valley mouth discharge channels with the same structure, and can be arranged in the sea area to the shore side, and can be arranged in the large sea area to the shore side, and has the performance more obvious than that of the natural peak valley mouth sea mouth and narrower width than that of the artificial peak valley mouth discharge channel entering the sea channel sea mouths, so that the dam can utilize huge fall potential energy between two sea area reservoirs in opposite directions, continuously flows from the large sea area to the sea area and continuously flows in from the large sea area to the sea area, and does not widely flow out of the large sea area to be enclosed in the wide sea mouths enclosed by the dam, the method is characterized in that the large tide stock seawater is expanded and retreated each time with huge fall potential energy total amount, a short flow of horizontal division → narrowing → centralization → discharge is immediately implemented in a same situation, and one turbulent urgent water flow with larger horizontal movement energy is extruded into two tide discharge channels which are narrower than a sea bay mouth of a sea river channel in each pot mouth lifting dam, so as to push one hydraulic generator in a hydraulic generator room on the top of each gate dam for power generation.

If the seawater with huge fall potential energy is extruded into the turbulent water flow with larger translational kinetic energy for the power generation direction, the invention can be more than the whole direction of the existing tidal power station, and if the seawater with huge fall potential energy is extruded into the turbulent water flow with larger translational kinetic energy for the total power generation amount, the invention is more than ten thousand times of the existing tidal power station, thereby thoroughly changing the serious shortage of the existing tidal power station in the aspects of extruding a large amount of seawater with huge fall potential energy into the turbulent water flow with larger translational kinetic energy for the power generation direction and the total power generation amount.

Seventh, in the aspect of safety

The dam for enclosing each wide sea mouth is formed by arranging a plurality of large intervals with the same structure, the performance is more obvious than that of a natural peak canyon pot mouth coastal bay mouth, the gradient is more steep than that of a natural canyon coast, the width is narrower than that of a sea channel bay mouth artificial dam peak canyon pot mouth tide discharge channel, and the sea water transverse plane of the large tide is not blocked to rise and retreat against the adverse situation, so that the safety and the reliability in the rising and retreat of the large tide in the typhoon period can be ensured. The whole body of the invention is poured into a whole body by reinforced concrete, and the whole body has light weight and small local pressure intensity, thereby ensuring safety and reliability in geological disasters such as earthquake, ground fissure, ground subsidence and the like. The invention is provided with an emergency repair speedboat, and if a fault occurs, the emergency repair speedboat can be driven to repair in time, thereby ensuring the safe and reliable operation of the tidal power station throughout the year.

Eighthly, in the aspect of ecological environmental protection

The tidal power station of the invention uses seawater to generate electricity without any harmful excrement, thus causing no seawater pollution. The artificial dam and other different parts for enclosing and separating the wide gulf mouths of the land, the island and the reef adopt seawater erosion resistant materials, the long-term durability is ensured, the convection of seawater in the inner side and the outer side of each wide gulf mouth is not separated, the migration of seabed plants and the seabed ecology cannot be blocked.

Ninth, in the aspect of market prospect

The tidal power station and the facilities which can be mutually turned into the sharp narrow gulf mouth can belong to the field of hydraulic engineering foundation, cannot be elutriated due to huge progress of other branches, and has long life and larger international market.

Ten, the total profit obtained in the construction of each tidal Power plant of the present invention, and the recovery of the years of cost of constructing the various components and labor of the tidal Power plant

The invention can stably obtain the following two aspects of huge economic income with low cost all the year round;

1. the huge income of using the seawater which is enclosed and isolated outside the wide gulf of the land, the island and the reef to store the seawater for generating electricity in each huge amount each time of each huge amount of the seawater which is enclosed and isolated inside the wide gulf of the land, the island and the reef,

2. a plurality of small-sized fish farms with stable and high yield, which are surrounded by the net for preventing fish from escaping outside on the side near the wide bay mouth, can continuously supply seafood products with the lowest price to the society, thereby obtaining huge income.

The tidal power station can obtain huge economic income in the two aspects all the year round, so the cost can be recovered after the tidal power station is put into use for two years, and the huge income in two years is pure profit, so the current annual loss situation of the conventional tidal power station can be completely changed.

Background

A tidal power station with a fish farm and a method for building the same, wherein the tidal power station can be turned into a peak canyon pot mouth.

The existing tidal power station has obvious advantages that a gate dam with a gate can be adopted for enclosing the same width as that of an inland river into the sea gulf mouth of the sea channel, and can be enclosed by the gate dam in a small-range sea area of a downstream river section of the sea gulf mouth of the sea channel, the small-area low-lying land is used for storing the reservoir, during the rising period of the tide, the small-area low-lying land which continuously flows into the low-lying land can be used for storing the sea water with a large amount of translational kinetic energy for rising each time, the sea water is stored in a concentrated manner by the sea water with huge fall potential energy again, the sea water can be stored in an upstream small reservoir by the gate dam in a large sea area outside the sea gulf mouth of the sea channel, the huge fall potential energy can be utilized, the sea water can be directly extruded into the sea water to have large translational torrential flow energy by a vertical extrusion method, the hydraulic generator has the obvious advantage that the internal wheel blades of the sluice dam duct are driven to rotate to push one hydraulic generator in a hydraulic generator room on the top of the sluice dam to be completely used for generating power. But because it still adopts the same technique with inland hydroelectric power station so far, because it only has the gate dam that is equipped with that is used for the barricade gulf mouth together, does not have the artifical dykes and dams that are used for the barricade gulf mouth, so it just must can have following many-sided serious performance not enough in the in-service use:

the width and the direction of the sea gulf mouth and the total quantity of the sea gulf mouth can be defined:

and there are four kinds of gulf mouths with different light, dark, width and direction among land, island and reef:

the No. 1 in the Ming dynasty is widely existed in a wide gulf mouth among countless lands, islands and reefs;

in the No. 2, the total quantity of the river bodies only existing on the long coast of the continent is extremely rare, and the width of the river bodies is the same as that of the inland river into the gulf mouth of the sea river channel;

in the No. 3, a plurality of structures which are only in offshore sea areas are identical, have large intervals and are arranged oppositely, some structures are fixed to the sea area towards the sea, some structures are fixed to the sea area towards the shore, and the sea area towards the sea is fixed to the sea area towards the shore, and the width of the sea area is the same as that of a natural peak canyon pot mouth tide drainage channel sea bay mouth of a sea river channel sea bay mouth;

the 1 st of the dark is that the same big interval of a plurality of structures that had both had been used for enclosing and separate each wide gulf mouth of land, island, reef is parallel in opposite, has the performance more obvious than natural sharp gorge kettle mouth coast gulf mouth, and the width is more narrow artificial dam sharp gorge kettle mouth tide drainage channel gulf mouth than going into the sea river course.

If compare the above-mentioned four kinds of gulf mouth width, the width of the bright 1 st, 3 rd and dark 1 st kind of gulf mouth can nevertheless exceed its bright 2 nd kind of gulf mouth by a hundred times, if compare the orientation of the above-mentioned four kinds of bright, dark gulf mouths, and the bright 1 st, 3 rd and dark 1 st kind can nevertheless be more than bright 2 nd kind of gulf mouth whole one orientation. If the total number of the four ocean inlets is compared, the 1 st ocean inlet and the 1 st ocean inlet can exceed the 2 nd ocean inlet by tens of thousands of times, but because the existing tidal power station still adopts the same technology as the existing inland hydroelectric power station, only one gate dam is arranged for enclosing the ocean inlet, and no artificial dam is arranged for enclosing the ocean inlet, the 1 st ocean inlet, the 3 rd ocean inlet and the 1 st ocean inlet are still wasted.

Secondly, can occupy the low-lying land direction and can occupy the general area aspect of low-lying land at the sea area reservoir that links to each other with four kinds of sea gulf mouths in the above-mentioned bright, dark:

the No. 1 in the Ming dynasty is a huge low-lying land occupied by a sea area at the side outside the wide gulf mouth connected with countless lands, islands and reefs;

the bright No. 1 No. 2 block and each wide sea area on the inner side connected with each wide bay mouth occupy the large-area sea area, and the two blocks have huge low-lying land;

the No. 2 is that the small low-lying land with small area is occupied by a small sea area which is the same as the inland river in quantity and width and enters the side of the gulf mouth of the sea river channel;

the No. 3 is that the sea area is arranged in parallel with a plurality of structures in the offshore sea area at the same and opposite large intervals, the width of the sea area is close to that of the natural peak canyon bay mouth of the coast of the sea into the sea river channel, the large sea area occupies the huge low-lying land on one side of the outside connected with the bay mouth, and the large area occupies the large-lying land on one side of the inside connected with the bay mouth of the coast, and the two large-lying lands have huge total areas;

the 1 st of dark, be exactly the hypothesis with both having be used for enclosing and separating the land, the island, the each wide sea gulf mouth of reef is by the same big interval of a plurality of structures is opposite side by side together, the performance is more obvious than natural peak gorge kettle mouth coast row tide channel gulf mouth, the width is than going into the narrower artificial dam peak gorge kettle mouth row tide channel gulf mouth of sea river way gulf mouth, and the one side sea area of outside that links to each other with its hu kou dykes and dams row tide channel occupies this huge low-lying land of area extremely, and the one side this fast block face that each large-scale sea area occupied of the inside that links to each other with its hu kou dykes and dams row tide channel is active its huge low-lying land, these two extremely huge low-lying lands of total area.

If the reservoir can occupy the direction of the low-lying land by comparing the reservoir with the sea areas connected with the bright and dark four seaports, the direction of the bright 1 st seaport connected with the dark 1 st seaport can occupy the low-lying land but can be more than the direction of the bright 2 nd whole land, if the total area of the low-lying land connected with the bright and dark four seaports is compared, the bright 1 st seaport connected with the dark 1 st seaport can exceed the bright 2 nd seaport by more than ten thousand times, but because the prior tidal power station still adopts the same technology as the inland hydroelectric power station, because the prior tidal power station only has a gate dam arranged at the sea bay opening, and no artificial dam using the sea opening, the bright 1 st seaport, the bright 3 rd seaport connected with the dark 1 st seaport still occupies the six huge low-lying land precious resources so far.

Thirdly, the low-lying land reservoir in the sea area connected with the four open and dark bay mouths can be used for storing seawater in large-fall potential energy inventory again in a centralized manner, and has the large translation kinetic energy for expanding and contracting the seawater direction, and the large translation kinetic energy for the total amount of the seawater:

and each rising and falling tide in the reservoir of the low-lying land of the sea area connected with the 4 open and dark bay mouths has a section of seawater with a large amount of translational kinetic energy in the rising and falling processes:

section 1 of Ming's No. 1, during each rising period of the big tide, the sea water continuously flows from the sea into the land, island and reef areas of the sea at the outer sides of the wide bay mouths, and has a large amount of translational kinetic energy, and the total amount of the translational kinetic energy is huge each rising period of the big tide sea water;

the No. 1 section 2 in the invention is that in the high tide withdrawal period each time, a large amount of translational kinetic energy is continuously discharged from each large-scale sea area to each large-scale sea area on the inner side of each wide bay mouth again, and the total amount of the translational kinetic energy is extremely large, and the high tide withdrawal seawater is stored in each time;

the clear 2 nd section 1 is the period of each climax of the tide: continuously flowing into a small-range sea area reservoir with extremely rare continents from a sea area, wherein the small-range sea area reservoir has a large amount of translational kinetic energy and extremely rare total amount and rises to the tidal sea water each time, and the large-range sea area reservoir has a width which is connected with a downstream river section of a gulf mouth of a sea channel;

in the No. 3 section 1 of the Ming dynasty, in each rising period of the big tide, a plurality of structures which are the same as the structures and have opposite large intervals are continuously flowed into an offshore sea area from the sea area, the parallel performance is obvious, the natural peak canyon pot mouth coastal bay mouth tidal bore is the same as the width of an inland river, and a large amount of translational kinetic energy is extremely large in the total amount, and the rising period of the big tide sea water is extremely large;

in the clear No. 3, paragraph 2, during each high tide descent period, a plurality of natural peak canyon hutch coastal bay mouths which are in the same structure and are arranged oppositely at large intervals in parallel are continuously discharged from each large sea area, and each large sea area has huge total amount of translational kinetic energy and each time of large tide descent seawater.

Dark, category 1, segment 1, is at each climax of the tide: the method is characterized in that the method firstly continuously flows into the sea area from the sea area, and the assumption is that the method is used for enclosing and then enclosing and isolating land, island and reef wide sea bay mouths, a plurality of structures in the same level are arranged in an opposite manner at large intervals, the performance is more obvious than that of a sea bay mouth of a natural peak canyon pot mouth coastal tide drainage channel, and the width of the artificial dam peak canyon pot mouth tide drainage channel sea bay mouth is narrower than that of the sea river channel sea bay mouth, so that the total amount of the sea area on one side outside the sea bay mouth of the artificial dam peak canyon pot mouth is extremely;

the hidden No. 1 No. 2 section is that in the period of each large tide descending, the seawater which is enclosed by the large-scale sea area in one side of each wide bay mouth and has a large amount of translational kinetic energy is continuously discharged from each large-scale sea area, and the seawater can descend each time.

If the 4 sea water directions with a large amount of translational kinetic energy are compared, the dark 1 st section is enough to exceed the bright 2 nd integral one direction, if the four sea water directions with a large amount of translational kinetic energy are compared, the bright 1 st and dark 1 st sections and 2 nd sections are required to exceed the bright 2 nd sections by tens of thousands of times, but the prior tidal power station still adopts the same technology as the inland hydroelectric power station, and only one artificial dam for enclosing the sea opening is provided with a gate dam for enclosing the sea opening, so the 3 rd 1 st section and 2 nd section and the dark 1 st section and 2 nd section have a large amount of translational kinetic energy amount each time greatly rise, and the precious tide-removing sea water resources are still wasted.

Fourthly, the method for extruding the sea water stocked in the reservoir in the sea area connected with the wide and narrow bay mouths into turbulent water flow with larger translational kinetic energy for power generation by utilizing huge fall potential energy is characterized in that:

there are three methods:

the obvious 1 st method is a vertical extrusion method directly utilizing large fall potential energy:

the method is the same as the conventional tidal power station, namely in the rising termination period of each tide, at the moment, only the gate of the gate dam which is enclosed and isolated by the conventional tidal power station and enters the gulf mouth of the sea river channel is opened, the huge fall potential energy between the verticality of the small reservoir in the small-scale sea area on one side of the gulf mouth of the sea river channel and enclosed and isolated by the gate dam can be utilized, and the method for directly extruding the seawater in stock by using the vertical extrusion method to form the torrent current with larger translational kinetic energy into the gulf mouth of the sea river channel is called as a method for directly extruding the torrent current with larger translational kinetic energy for power generation.

In the 2 nd generation, the sea gulf mouth of the coast tide draining channel with the natural peak canyon mouth is utilized to be horizontally divided → narrowed → concentrated → discharged and squeezed.

The phenomenon is that in the period of ending rise and retreat of each heavy tide, when the same large intervals and opposite parallel widths of a plurality of structures in an offshore sea area are similar to the width of a channel entering the sea, the large sea area at one side outside a seaport of a natural peak canyon pot mouth coast and the large sea area reservoirs at the other side connected with the offshore bay mouth are filled with each large sea area reservoir with huge total quantity of fall potential energy and huge rise and retreat of the sea water in the sea area, the natural peak canyon pot mouth coast and the sea bay mouth can utilize the huge fall potential energy between two sea area verticals with opposite directions to have larger smooth and urgent water flow for each large rise and retreat of the sea water in the wide sea bay mouth continuously flowing in the sea area and then continuously flowing out of each large sea area, the short flow process of horizontal division → narrowing → concentration → discharge is immediately implemented, and the short flow process of extrusion into the drainage channel of the coast and the sea bay mouth is extruded to have larger smooth and urgent water flow, the invention relates to a method for generating power by extruding a large amount of seawater stored in a reservoir into turbulent water flow with larger translational kinetic energy, which is called an extrusion power generation method by utilizing a natural peak canyon spout to horizontally divide a tidal discharge channel → narrow → concentrate → discharge short flow.

The hidden type 1 is that a plurality of artificial dam peak canyon tidal drainage channels with the same structures, the same large intervals and opposite parallel performance of the wide bay mouths of the islands, the reefs and the lands are surrounded and separated, the performance of the artificial dam peak canyon tidal drainage channels is more obvious than that of the natural peak canyon coast bay mouths, and the width of the artificial dam peak canyon tidal drainage channels is narrower than that of the sea channel bay mouths, namely the artificial dam peak canyon tidal drainage channels are horizontally divided → narrowed → concentrated → a power generation method is discharged.

The method is that in the rising and falling period of each heavy tide: when the seawater with huge fall potential energy total amount is huge for each rise and retreat of the large tide stock, by assuming that a channel for enclosing and then enclosing and isolating land, island and reef wide ocean bay mouths is oppositely arranged by a plurality of large intervals with the same structure, the width is narrower than the width entering the ocean channel ocean bay mouth, and the performance is more obvious than the tidal channel of the artificial dam peak valley bay mouth than the natural peak valley bay mouth coastal ocean bay mouth, and the artificial tidal channel for enclosing and isolating each wide ocean bay mouth can utilize the huge fall potential energy between two vertical reservoirs in opposite directions, and the short promotion flow process of the total amount and each huge rise and retreat of the large tide stock seawater in the sea area continuously flowing from the sea area and continuously flowing out from each wide ocean area to be enclosed by the dam in each wide ocean bay mouth is immediately carried out by level division → narrowing → concentration → discharge is carried out to extrude the seawater into two tidal channels in the dam bank of the peak valley mouth with larger translation one channel of the rapid water flow, the invention relates to a method for extruding seawater with huge fall potential energy into turbulent and urgent water flow with larger translational kinetic energy for generating power by pushing one hydraulic generator in hydraulic generator rooms on the tops of all gate dams for generating power, namely a method for horizontally dividing peak canyon and valley kettle discharge channels of a plurality of artificial dams which are identical in structure, large in interval and opposite in parallel → narrowing → concentrating → discharging power.

If the seawater with huge fall potential energy inventory is extruded into turbulent current with larger translational kinetic energy to be used for generating electricity, the dark 1 st seawater can be more than the bright 2 nd seawater to be integrated into one direction, if the total quantity of the seawater with huge fall potential energy inventory can be utilized to be compared with the dark 1 st seawater but can exceed the bright 2 nd seawater by tens of thousands of times, however, because the existing tidal power station still adopts the same operation as the inland hydroelectric power station, because only one gate dam enclosing the sea bay opening is not used for an artificial dam enclosing the sea bay opening, the seawater is intensively stored in countless lands, islands, reef areas outside the wide sea bay opening with huge fall potential energy, and large sea area inside the wide sea bay opening with huge fall potential energy, and the valuable resources of the seawater with huge fall potential energy are still wasted.

Fifthly, the reservoir can occupy the direction of the low-lying land and the total area of the low-lying land and the total cost of the occupied low-lying land in all aspects in the sea area connected with the four sea bay mouths:

and all respectively occupy the different low-lying lands of a huge cost with the continuous sea area of four kinds of sea gulf mouths in bright, dark with above-mentioned:

the No. 1 in the Ming dynasty is a huge low-lying land which is occupied by a sea area at the outer side of a sea which is connected with a plurality of lands, islands and reefs at wide gulf mouths;

the 2 nd block of the bright 1 st variety is a large-area low-lying land on one side of the inside connected with each wide bay mouth, and the two blocks of zero-cost low-lying land which are huge in total area and still wasted in ancient times;

in the No. 2, the total quantity is very rare, and the small area occupied by the small sea area in one side of the gulf mouth of the sea riverway still has dense resident population and small low-lying land with small area of a plurality of enterprises and public institutions;

the No. 3 is characterized in that the land occupies huge low-lying land which occupies huge land on the outside and is connected with a natural peak canyon kettle mouth coastal bay mouth tide discharge channel with the same width as that of a sea channel bay mouth, and large area which occupies large-lying land on the inside and is connected with the kettle mouth coastal bay mouth, and the two blocks of huge total area are zero-cost low-lying land which is still wasted so far;

the 1 st of dark, be exactly the hypothesis with both having be used for enclosing and separating the land, the island, the reef is respectively wide gulf mouth together by a plurality of structures the same, big interval is opposite side by side than natural peak canyon hu kou coast row tide channel performance more obvious, the width is than going into narrower artificial dam peak canyon hu kou row tide channel gulf mouth of sea river, this huge land of area is taken up on one side of the continuous outside big sea area to and again with its artificial dam peak canyon huyon arrange tide channel gulf mouth continuous inside respectively on a large scale this two blocks of total areas of large tracts of land that the sea area taken up still wastefully huge permanent ancient land up to now.

If the reservoir in the sea area connected with the bright and dark four sea bay mouths occupies a low-lying land direction, the sea area connected with the bright 1 st and dark 1 st bay mouths can occupy the direction of the low soil and can be more than the bright 2 nd whole direction, if the total area of the low-lying land occupied by the sea area connected with the four bay mouths of light and dark is compared, the bright 1 st and dark 1 st can exceed the bright 2 nd by tens of thousands of times, but because the existing tidal power station still adopts the same technology as the inland hydroelectric power station so far, only one dam enclosing the gulf mouth is provided with a gate, there are no artificial dikes for the bay opening of the sea, so the above-described 1 st, 3 rd, and the six huge low-lying land precious resources occupied by the connecting sea area of the dark 1 st bay mouth are still wasted so far.

Sixthly, in the aspect of how to enclose and separate into the convenient high-yield stable various marine product farms of sufficient management of perennial illumination with the countless less wide gulf mouths inside that will link to each other with land, island, reef:

if a reinforced cement column with hanging rings longitudinally and vertically arranged in parallel at large intervals is firstly built along the seabed outside a shallow sea area with a smaller range near the shore at the sides of wide sea gulf mouths along landings, islands and reefs, and then a small-mesh fish escape prevention net with hooks is hung in the reinforced cement column hanging rings, the shallow sea area surrounded by the fish escape prevention net on the side near the shore can be developed into a small fish farm with sufficient illumination and convenient management, high yield and stable production of various marine products and natural excellent quality, however, the existing tidal power station still adopts the same operation as an inland hydroelectric power station so far, and because the existing tidal power station only has one gate dam enclosing the gulf mouth and does not have an artificial dam enclosing the gulf mouth, so that precious resources of countless small fish farms with sufficient illumination, high yield and stable production all the year round exist in the wide gulf mouths of land, island and reef valley.

Through the analysis, the existing tidal power station still has the defects of various performances, and the main reason is that the existing tidal power station only has one artificial gate dam used for barricading the gulf opening, still adopts the same operation as the inland hydroelectric power station, and does not have the artificial dam used for barricading the gulf opening. If the tidal power station is built according to the basic principle that a plurality of artificial dam tidal power stations with the same structures and the same large intervals are arranged in an offshore sea area in an opposite mode, the width of each tidal power station is narrower than that of a tidal power station entering a sea channel bay, and the performance of each tidal power station is more obvious than that of a tidal power station of a natural peak canyon bay coastal sea mouth, namely, the tidal power station of the invention is built according to the basic principle of isolating the tidal power station of the artificial dam at each wide bay mouth, the serious defects of various performances of the conventional power station can be thoroughly changed, and the economic development and green energy development.

Drawings

FIG. 1 shows a schematic view of a

1.A1、A2、A3、A4

For enclosing and separating the artificial dam peak canyon pot mouth tide drain channel of each wide gulf mouth of land, island and reef, and the sea area separated by the enclosure is divided into outside A and inside B1, B2 and B3

2.B1、B2、B3

A large area of low-lying land which is enclosed and isolated in land, island and reef and occupies a large area of sea area

3.B1C1、B1C2、B1C3、B1C4、B1C5

B2C1、B2C2、B2C3、B2C4、B2C5

B3C1、B3C2、B3C3、B3C4、B3C5

A reinforced concrete column with hanging rings arranged horizontally and vertically at large longitudinal intervals is built along the seabed of a shallow small-range sea area on one side of each wide bay mouth of landing, island and reef

4.B1D1、B1D2、B1D3、B1D4

B2D1、B2D2、B2D3、B2D4

B3D1、B3D2、B3D3、B3D4

Fish escape preventing net with hooks horizontally arranged at small transverse intervals for hanging on reinforced concrete column hanging ring

5.F1、F2、F3

The small-sized fish farm is a small sea area surrounded by a net for preventing fish from escaping from the net near the shore.

6.E

The speedboat is salvageed for parking at the coast.

7.G1、G2：

Is a remote control room built on the coast.

8.H：

Is a civil house living on the coast.

9.I：

For cameras arranged on the coast

FIG. 2

The artificial dam peak canyon pot mouth tide draining channel and the specific construction method chart thereof are divided into a plurality of large sea areas A with the same structure, opposite large intervals, side by side and aligned to the outside by the wide sea bay mouths of the enclosed lands, islands and reefs.

1. Dam for bay mouth canyon

(shown in FIGS. 2C1, C2, C3, C4, C5, C6 and C7.)

The method is that on the land, the island, wading between each wide gulf mouth of reef is not very deep on the seabed with little construction difficulty (about 3-5 meters), two ends are built firstly and respectively connected with the shore tops of the coasts on two sides of each wide gulf mouth, a section of the dam is relatively inclined, the steep gorge dam is inverted, the dam is used for enclosing the land, the island, each wide gulf mouth of reef, and can be equally divided into a plurality of large intervals with the same structure by the dam, the slope is steeper than the natural peak gorge mouth coast gulf mouth, the width is narrower than the sea gulf mouth of the sea river channel, and the performance is more obvious than the artificial gorge tide discharge channel of the natural peak gulf mouth coast gulf mouth.

2. A pot mouth dyke is built up,

(shown in FIGS. 2A130, A13, A230, A23, A330, A33, B130, B13, B230, B23, B330, B33)

The method is that two dams which are arranged in parallel relatively and horizontally are built at the top of each two gorge dams, the dam serves as the pot mouth dam, water which is separated in the gorges by the dam is further separated into a plurality of artificial dam canyon pot mouth tide draining channels which are identical in structure, opposite in large interval and arranged in parallel, steeper in slope than the coast of the natural canyon pot mouth and narrower in width than the Hai river channel Hai gulu mouth.

3. Building peak dam

(shown in FIGS. 2A1, A2, A3, B1, B2 and B3.)

The method is that a dam with two ends exceeding the top of the dam on two sides of the pot mouth is built in the middle of each built pot mouth dam, so that the dam serves as the middle peak dam of the invention, and the built pot mouth dams can be divided into two paths of dams with the same structure, opposite arrangement at intervals, more sharp than the top of the natural peak shore of the coast, narrower than the bay mouth of the sea river channel, and the peak canyon pot mouth of the artificial dam.

4. Building and reinforcing crossbeam dam

(shown in FIGS. 2A11, A12, A21, A22, A31, A32, B110, B120, B210, B220, B310 and B320)

The method is that two opposite horizontal parallel dams are built at the intersection of each pot mouth dam and each canyon dam to serve as reinforcing beam dams.

5. Gate dam built with culvert

(shown in FIGS. 2A140, A14, A240, A24, A340, A34, B140, B14, B240, B24, B340, B34)

The method is that a gate dam with ducts which are relatively horizontally inclined and inverted is built between dam faces on two sides below the dam tops of built middle peak dams and dam tops on two sides of each pot mouth dam, the gate dam is used for enclosing and then enclosing two paths of artificial dam drainage canal opening gates which are narrower than sea river channel sea openings in the pot mouth dam, the middle dam tops clamped by the gate dam can be divided into a plurality of large gaps with the same structure and are arranged oppositely, and the gate dam drainage canal has an artificial peak valley pot opening drainage channel which is narrower than a natural peak valley coast sea opening.

6. Build gate

(shown in FIGS. 2A150, A15, A250, A25, A350, A35, B150, B15, B250, B25, B350, B35)

The method is that a gate is built on the outer side surface of each built gate dam to be used as a gate for opening and closing each gate dam.

7. Build and lean on door mound

(shown in FIGS. 2A160, A16, A260, A26, A360, A36, B160, B16, B260, B26, B360, B36)

The method is that in the sea areas at two sides in front of the top of each dam with pot mouth, a reinforced concrete pier with the height lower than that of the gate is built respectively to serve as a gate pier for opening each gate.

8. Gate building track

The method is that a semi-arc track is built on the sea bottom between the built gate pier and each gate to be used as a moving track for opening and closing each gate.

9. Motor for building door

(shown in FIG. 2A170, A17, A270, A27, A370, A37, B170, B17, B270, B27, B370 and B37)

The method is that a small motor is respectively arranged on the pier top of each built door pier to be used as a motor for opening each gate.

10. Build motor of closing door

(shown in FIGS. 2A1100, A110, A2100, A210, A3100, A310, B1110, B111, B2110, B211, B3110, B311)

The method is that a small motor is respectively built from the dam faces at the two sides under the dam top of each built middle peak dam to the inner side face of the dam top of each pot mouth dam as a gate opening motor.

11. Building door rope

(shown in FIGS. 2A180, A18, A280, A28, A380, A38, B180, B18, B280, B28, B380 and B38)

The method is that one end of each door opening motor and the outer side surface of each gate are connected, and hook ropes are divergently arranged at the head, the body and the tail of each door opening motor to serve as gate opening ropes.

12. Building door closing rope

(shown in FIGS. 2B190, B19, B290, B29, B390 and B39)

The method is that one end of each door closing motor and the inner side surface of each gate are respectively connected with a hook rope which is tightly arranged at the head and the tail and is used as a gate closing rope.

13. Water wheel generator room

(shown in FIGS. 2A190, A19, A290, A29, A390, A39, B1100, B110, B2100, B210, B3100, B310)

The method is to build a small hydraulic generator room on the top of each gate dam.

14. Water turbine generator

FIG. 3

The artificial dam peak canyon pot mouth tidal drainage channel and a specific construction method diagram thereof are divided into a plurality of large-scale sea areas B which have the same structure and are arranged in parallel at large intervals and aligned at one side of each wide bay mouth by enclosing the land, the island and the reef.

Building door closing rope

(as shown in FIGS. 3A190, A19, A290, A29, A390, A39)

The method is that one end of each door closing motor and the inner side surface of each gate are respectively connected with a head, a body and a tail, and hook ropes are divergently arranged as gate closing ropes.

The remaining construction method is shown in fig. 2.

FIG. 4

At each large tidal rise and return: the gate of each gate dam can be surrounded and separated by the gate in the large sea area A on the outer side of the land, the island and the reef, and can be surrounded and separated by the gate in the large sea area B on the inner side, and the two low-lying lands with extremely large total areas are used for actual use drawings of the water storage.

FIG. 5

The actual use map of the seawater power generation of the climax flood stock is formed by equally dividing each wide gulf mouth of the ocean into a plurality of large intervals with the same structure, and aligning the large intervals to the sea area A, wherein the performance of the seawater power generation is more obvious than that of the ocean gulf mouth of the coast of the natural peak canyon, and the width of the seawater power generation is more narrow than that of the ocean gulf mouth of the sea river channel.

FIG. 6

The actual use map of seawater power generation of the large-tide stock is withdrawn under the tidal discharge channel of the artificial dam peak canyon gulf mouth with the width more narrow than the sea channel bay mouth.

Detailed Description

A tidal power station having a fish farm and a method of constructing the same.

The invention is built step by the following specific method;

1. building a bay mouth canyon dam of the enclosure,

the method is that on the land, the island, wading between each wide gulf mouth of reef is not very deep on the seabed with little construction difficulty (about 3-5 meters), two ends are built firstly and respectively connected with the shore tops of the coasts on two sides of each wide gulf mouth, a section of the dam is relatively inclined, the steep gorge dam is inverted, the dam is used for enclosing the land, the island, each wide gulf mouth of reef, and can be equally divided into a plurality of large intervals with the same structure by the dam, the slope is steeper than the natural peak gorge mouth coast gulf mouth, the width is narrower than the sea gulf mouth of the sea river channel, and the performance is more obvious than the artificial gorge tide discharge channel of the natural peak gulf mouth coast gulf mouth.

2. A dam with a kettle mouth is built,

the method is that two dams which are arranged in parallel relatively and horizontally are built at the top of each two gorge dams, the dam serves as the pot mouth dam, water which is separated in the gorges by the dam is further separated into a plurality of artificial dam canyon pot mouth tide draining channels which are identical in structure, opposite in large interval and arranged in parallel, steeper in slope than the coast of the natural canyon pot mouth and narrower in width than the Hai river channel Hai gulu mouth.

3. Building a peak dam, and building a peak dam,

the method is that a dam with two ends exceeding the top of the dam on two sides of the pot mouth is built in the middle of each built pot mouth dam, so that the dam serves as the middle peak dam of the invention, and the built pot mouth dams can be divided into two paths of dams with the same structure, opposite arrangement at intervals, more sharp than the top of the natural peak shore of the coast, narrower than the bay mouth of the sea river channel, and the peak canyon pot mouth of the artificial dam.

4. Building a reinforced cross beam dam,

the method is that two opposite horizontal parallel dams are built at the intersection of each pot mouth dam and each canyon dam to serve as reinforcing beam dams.

5. A gate dam with a duct is built,

the method is that a gate dam with ducts which are relatively horizontally inclined and inverted is built between dam faces on two sides below the dam tops of built middle peak dams and dam tops on two sides of each pot mouth dam, the gate dam is used for enclosing and then enclosing two paths of artificial dam drainage canal opening gates which are narrower than sea river channel sea openings in the pot mouth dam, the middle dam tops clamped by the gate dam can be divided into a plurality of large gaps with the same structure and are arranged oppositely, and the gate dam drainage canal has an artificial peak valley pot opening drainage channel which is narrower than a natural peak valley coast sea opening.

6. A gate is built, and the gate is built,

the method is that a gate is built on the outer side surface of each built gate dam to be used as a gate for opening and closing each gate dam.

7. A door pier is built to be leaned against,

the method is that in the sea areas at two sides in front of the top of each dam with pot mouth, a reinforced concrete pier with the height lower than that of the gate is built respectively to serve as a pier for closing each gate.

8. Building a gate track, and building a gate track,

the method is that a semi-arc track is built on the sea bottom between the built gate pier and each gate to be used as a moving track for opening and closing each gate.

9. A door motor is built up and the door is opened,

the method is that a small motor is respectively arranged on the pier top of each built door pier to be used as a motor for opening each gate.

10. A door closing motor is built up,

the method is that a small motor is respectively built at the intersection of the dam faces at the two sides under the dam crest of each built middle peak dam to the dam crest of each gate dam to be used as a gate closing motor.

11. A door opening rope is built up,

the method is that one end of each door opening motor and the outer side surface of each gate are connected, and hook ropes are divergently arranged at the head, the body and the tail of each door opening motor and used as gate opening ropes.

12. A door closing rope is built up,

the method is that one end of each door closing motor and the inner side surface of each gate are respectively connected with a rope which is tightly arranged at the head and the tail and is provided with a hook in a scattered manner to be used as a gate closing rope.

13. Building a water wheel generator room,

the method is to build small hydraulic generator rooms on the tops of the built gate dams.

14. Building a water wheel generator, and building a water wheel generator,

15. a hanging ring reinforced concrete column is built,

the method is that a longitudinal large-interval reinforced concrete column with suspension loops is firstly built on the sea bottom outside the shallow small-range sea area along the near-shore side of each wide bay opening of the land, the island and the reef.

16. A hook is arranged to prevent the fish from escaping,

the method is to hang small transverse mesh horizontally arranged net with hooks in the built reinforced concrete column with hanging rings to prevent fish from escaping.

17. And installing a camera.

18. Remote control rooms built on the coast.

19. The invention discloses a rush-repair yacht, which is a rush-repair yacht which is bought and parked at the coast and is used as a rush-repair yacht for timely eliminating the faults of different parts and facilities at each part.

The tidal power station provided with the fish farm and capable of being turned into the peak canyon pot mouth is completely built.

Claims (10)

1. A tidal power station capable of being mutually wheeled into a peak canyon kettle mouth is characterized by comprising: valley dikes (shown in fig. two C1, C2, C3, C4, C5, C6, C7), spout dikes (shown in fig. two a130, a13, a230, a23, a330, a33, B130, B13, B230, B23, B330, B33), spike dikes (shown in fig. two A1, A2, A3, B1, B2, B3), reinforcing beam dikes (shown in fig. two a11, a12, a21, a22, a31, a32, B110, B120, B210, B220, B310, B320), ducted gate dams (shown in fig. two a140, a14, a240, a14, a340, a14, B140, B14, B240, B14, B340, B14), two gates (shown in fig. two a140, a14, a350, a14, B14, a 36150, B36250, B14, 36250);

and the enclosing land, island, reef artificial canyon dam, kettle mouth dam, gate dam with a culvert, middle peak dam and reinforcing beam are all poured into a whole by adopting reinforced concrete.

2. The tidal power station of claim 1, wherein at each of large tidal rises, falls: as long as close its each lock dam gate promptly can seal and be enclosed each wide gulf mouth of separating by it, just can will be enclosed by it and separate and occupy this area extremely huge in one side sea area outside the wide gulf mouth on land, island, reef, and can be enclosed by it again and separate and respectively occupy this large tracts of land in one side sea area on the one side in each wide gulf mouth the inside, and these two extremely huge low-lying lands of total area are used for the reservoir.

3. The tidal power station of claim 1, wherein at each of the large tidal rise and fall periods: the seawater which continuously flows into the two low-lying lands and has a large amount of translational kinetic energy is expanded and contracted every time, and the seawater is stored again by the potential energy with large fall, so that the seawater can be intensively stored into two large and incomparable upstream and downstream reservoirs.

4. The tidal power station of claim 1, wherein at each of the high tidal rise and fall termination periods: by opening the gate of each pot mouth gate dam on one side of the outer surface of the remote control house and opening the gate of each pot mouth gate dam on one side of the inner surface of the remote control house, each wide bay mouth surrounded by the remote control house can be immediately divided into a plurality of artificial peak canyon tidal discharging channels which have the same structure and are arranged in opposite directions, are arranged in parallel in the sea and are arranged in the sea, are arranged in the sea and are arranged in the large sea area on one side of the shore, have the performance more obvious than that of the natural peak canyon coast bay mouth and have the width narrower than that of the sea dam entering the sea channel, can utilize the huge fall potential energy between two vertical reservoirs in opposite directions, and can utilize the huge fall potential energy which continuously flows into the large sea area and continuously flows out from the large sea area, and is separated by the dam to realize the huge surge in the total amount in each wide sea bay mouth and is extremely large each time, and the large tide stock seawater is immediately implemented with the horizontal division → narrowing → concentration → discharge short flow process treatment, and is extruded into the one channel of the large smooth movement energy in each pot mouth dam bank, the tidal power station drives the wheel blades in the sluice dam culvert to rotate, and pushes one hydraulic generator in a small hydraulic generator room on the top of each sluice dam to be completely used for generating power to obtain huge economic income.

5. The tidal power station of claim 1, wherein the included angle between the canyon dam and the middle peak dam of wide gulf mouths of the barricade land, island and reef is less than or equal to 30 degrees; the horizontal inner included angles between the dam faces on the two sides below the dam crest of each middle peak dam and the dam face on the inner side below the dam crest of each gate dam are all less than or equal to 30 degrees.

6. The interactive wheel type tidal power station as claimed in claim 1, wherein the tidal power station is characterized in that on the seabed where the construction difficulty is not very deep (about 3-5 m) when wading between the land, the island and the wide gulf mouth of the reef is not very large, the canyon dam is constructed, two ends of the dam are respectively connected with the shore tops on the two sides of the wide gulf mouth, and a section of the dam is relatively inclined and stands up steeply.

7. The tidal power station of claim 1, wherein two opposing horizontally arranged pot dams are built on the top of each of the two built canyon dams, and are used as pot dams of the invention, and the built canyon dams can be further divided into a plurality of artificial dam canyon pot tide drainage channels with the same structure, the same large intervals and the opposite arrangement, the gradient is steeper than that of the natural canyon pot coast, and the width is narrower than that of the sea channel sea gulf.

8. The tidal power station as claimed in claim 1, wherein a peak dam with both ends longer than the sharp tops of the two sides of the pot mouth is built in the middle of each built pot mouth dam, so as to serve as the middle peak dam and divide the built pot mouth dams into two channels with the same structure, opposite arrangement, more sharp than the top of the natural peak coast land, narrower than the top of the sea river, and the channel for discharging the tide from the pot mouth of the artificial dam.

9. The tidal power plant according to claim 1, wherein two horizontal parallel dikes are constructed as the reinforcement beam dikes at the intersection of the spout dikes and the canyon dikes.

10. The tidal power station as claimed in claim 1, wherein a gate dam with a culvert is constructed in a way of being relatively horizontally inclined and inverted between two side dam faces below the middle peak dam crest and the inner side face of the pot dam crest after the tidal power station is constructed, and the gate dam with the culvert is used for enclosing and separating two artificial dam tidal drainage canal gates narrower than a sea river channel bay mouth in the pot dam and can equally divide the middle dam crest clamped by the gate dam into a plurality of large intervals with the same structure and be arranged oppositely, so that the tidal power station has a tidal drainage channel with the artificial peak valley bay mouth narrower than a natural peak valley coast bay mouth.

Images