CN203272008U - Coast wave energy rotational flow power generation device - Google Patents
Coast wave energy rotational flow power generation device Download PDFInfo
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- CN203272008U CN203272008U CN2013202116111U CN201320211611U CN203272008U CN 203272008 U CN203272008 U CN 203272008U CN 2013202116111 U CN2013202116111 U CN 2013202116111U CN 201320211611 U CN201320211611 U CN 201320211611U CN 203272008 U CN203272008 U CN 203272008U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/30—Energy from the sea, e.g. using wave energy or salinity gradient
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Abstract
The utility model relates to a coast wave energy rotational flow power generation device which comprises a coast-oriented slope arranged on the coastline. A plurality of layers of water taking openings for capturing sea waves are formed in the coast-oriented slope, the water taking openings are arranged to be higher than the mean tide level, the first layer of water taking opening of the bottommost layer is connected with a pool for accumulating seawater, a contraction guide wall is arranged on a base plate of the pool, a single-way flap valve is installed at the position of a contraction opening of the contraction guide wall, a plurality of diversion piers are arranged on the downstream transverse row of the single-way flap valve, horn mouth vertical pipes are arranged downstream the diversion piers, water turbines which are coaxially connected with an electric generator are installed in the horn mouth vertical pipes, and the horn mouth vertical pipes are connected with exhaust water pipes. The horn mouth vertical pipes and rotational piers arranged on the peripheries of horn mouths are utilized by the power generation device to enable water currents to generate ventilative spiral flows, and a water turbine set can be driven under various tide levels and low water heads to generate power in a rotation mode. The coarse aggregate concrete caisson foundation and the reinforced concrete upper layer structure can be adopted by the foundation of the device, the foundation of the device can be combined with a bulwark to be constructed, project investment can be shared, and the cost of the power generation device is reduced.
Description
Technical field
The utility model relates to a kind of seashore wave energy eddy flow electricity generating device, is a kind of device of wave-activated power generation, is a kind of low water head vertical shaft eddy flow electricity generating device.
Background technique
Existing bank first-harmonic wave power generating equipment is multiplex in the larger shore line of wave, and mean wave power surpasses more than 20KW/m.Fewer for mean wave power less than the research of the wave of 10KW/m, the facility of design is also relatively less, and reason is that mean wave power relatively is difficult to catch less than the Wave energy of 10KW/m, and is uneconomical economically.If but the wave in thousands of kilometers shore lines all within the 10KW/m scope, the energy of wherein containing is also very surprising.How effectively utilizing cheaply the weak wave of these intensity, is the problem that should solve.
Summary of the invention
In order to overcome the problem of prior art, the utility model proposes a kind of seashore wave energy eddy flow electricity generating device, be a kind of by catching the weak wave of intensity, with its formed low water head, by the mode of vertical tube eddy flow, the water wheel power generating method of driving and device.
the purpose of this utility model is achieved in that a kind of seashore wave energy eddy flow electricity generating device, comprise: be arranged on and meet the slope, sea on the shore line, described meeting arranges the intake of catching wave higher than the multilayer of mean tide tlevel on the slope, sea, undermost first layer intake is connected with the pond of accumulating seawater, the base plate in described pond is a little less than mean tide tlevel, the contraction guide wall is set on the base plate in described pond, unidirectional flap valve is installed at the contraction mouth place of described contraction guide wall, described unidirectional flap valve downstream horizontally-arranged arranges a plurality of diversion piers, in described diversion pier downstream, the horn mouth vertical tube is set, the water turbine that is connected with generator coaxle is installed in described horn mouth vertical tube, described horn mouth vertical tube is connected with draft tube, horn mouth outer rim at described horn mouth vertical tube arranges a plurality of rotating piers along even circumferential, the common platform that connects of above each layer intake of the second layer, the rotatingshaft of described unidirectional flap valve is installed in the bottom of described platform end.
The beneficial effect that the utility model produces is: the utility model utilizes on the slope multilayer intake to catch seawater, catch the intake of seawater with multilayer, share a pond and unidirectional flap valve, and the horn mouth vertical tube is set, and in horn mouth vertical tube outer rim, rotating pier is set, be the spiral flow that current produce ventilation, can drive water wheels unit rotary electrification under various tidal level and low water head.And the stability of generating is better, can be incorporated into the power networks.Coarse aggregate concrete caisson foundation and reinforced concrete superstructure can be adopted in the basis of wave energy eddy flow electricity generating device described in the utility model, are combined with breakwater and build, and can share construction investment, reduce the cost of electricity generating device.Because making upstream and downstream both sides, wave energy eddy flow electricity generating device described in the utility model communicates, and mix large quantity of air in eddy flow, build if be combined with breakwater, can make continuous fresh seawater and the air in a large number that flow in breakwater downstream, can purify the water quality at harbour in breakwater, be conducive to ocean biological self reproducing in dike, and improve the ecological environment.The characteristics of the utility model Wave energy electric generator are, generating that can be continuous under why not regular wave condition in office, and therefore the stability of generating better, can be incorporated into the power networks.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is the structural representation of embodiment's one described device of the present utility model;
Fig. 2 is the intake schematic diagram of embodiment's one described device of the present utility model, is the A-A direction view in Fig. 1;
Fig. 3 is the structural representation of embodiment's one described device of the present utility model, is B-B direction sectional view in Fig. 1;
Fig. 4 is the structural representation of embodiment's one described device of the present utility model, is C-C direction sectional view in Fig. 1;
Fig. 5 is the horn mouth vertical tube fluidised form schematic vector diagram of embodiment's one described device of the present utility model, is the enlarged view that in Fig. 1, D is ordered;
Fig. 6 is the cumulative wall construction schematic diagram of embodiment's two described devices of the present utility model;
Fig. 7 is horn mouth vertical tube and the rotating pier schematic diagram of embodiment seven of the present utility model, eight described devices, is the E-E direction view of Fig. 5.
Embodiment
Embodiment one:
The present embodiment is a kind of seashore wave energy eddy flow electricity generating device, as shown in Fig. 1,2,3,4,5.the present embodiment comprises: be arranged on and meet the slope, sea on the shore line, described meet on the slope, sea arranges the intake of catching wave higher than the multilayer of mean tide tlevel M and (only drawn 4 intakes in Fig. 1-4, actual can be plural intake), described intake is connected with the pond of accumulating seawater, the base plate in described pond is a little less than mean tide tlevel, the contraction guide wall is set on the base plate in described pond, unidirectional flap valve is installed at the contraction mouth place of described contraction guide wall, described unidirectional flap valve downstream horizontally-arranged arranges a plurality of diversion piers, in described diversion pier downstream, the horn mouth vertical tube is set, the water turbine that is connected with generator coaxle is installed in described horn mouth vertical tube, described horn mouth vertical tube is connected with draft tube.In the horn mouth outer rim of described horn mouth vertical tube, a plurality of rotating piers (only drawn 6 rotating piers in Fig. 3,4, actual 4-8 and rotating pier can also be set) are set along even circumferential.Above each layer intake of the second layer connects a platform, and described platform is arranged on the top, pond between first layer intake and described unidirectional flap valve, and the rotary bearing of described unidirectional flap valve is installed in the bottom of described platform end.Second and third, four layers of intake seawater of catching all drops to accumulation of energy and release in the first layer pond successively.
It is b(b=8m-10m that Fig. 1-4 provide width) a modular construction of the described device of the present embodiment.If width is expanded as Nb(N＞10, N is the number of device), can consist of the harbour mole that total length is generated electricity.The basis in breakwater wave energy power station is the concrete caisson of large aggregate, and superstructure is the reinforced concrete structure, is meeting on the slope on sea, and one to four layer of intake 1,2,3, the 4(that catches wave that arranges higher than mean tide tlevel sees Fig. 2).Wherein build the pond of base plate gradient i=0.02 under the first layer intake, and build on pond baseboard and shrink guide wall 13 and diversion pier 5, (seeing Fig. 3 and 4).Shrinking the unidirectional flap valve 12 of contraction mouth place's installation of guide wall.It is flat beginning the downstream from diversion pier, i.e. i=0, and horn mouth vertical tube 6 is built at flat position in the pond, and water turbine 9 is installed in the horn mouth vertical tube.Six rotating pier 8(Fig. 3 of horn mouth outer rim layout symmetrically and 4 at the horn mouth vertical tube).Build a platform 14 under second layer intake, the rotary bearing of the unidirectional flap valve 12 of installation below platform end.The seawater of first layer intake directly enters the pond, the seawater of second layer intake enters the pond through platform, and the seawater of three, four layers of intake drops in the pond with waterfall type, and the seawater of all catching is all successively in the downstream storage generating of unidirectional flap valve and the downstream (see figure 1) of releasing.The seawater that each layer intake caught jointly around 7 rotations of a hydraulic turbine generator vertical pivot, drives a water turbine and generator 10 generatings jointly, and current flow out the downstream (see figure 1) by same draft tube 11.
The average floor elevation in described pond is higher than lowest water level L, even if lowest water level is also can form head like this.Meet ramp slope between each layer intake of slope, sea and the angle theta between horizontal plane=30 °-35 °.For convenient construction and expansion intake, can make the from bottom to top increase gradually of θ angle.
Current in described pond enter the rotating pier of horn mouth vertical tube outer perimeter by diversion pier, the spiral flow HS, the LS(that make the horn mouth vertical tube produce from top to bottom ventilation see Fig. 5), the active force of spiral flow aggregate velocity drives water turbine wheel blade rotation (seeing the direction of arrow in Fig. 5).The air that quality is light under the effect of eddy flow centrifugal force is collected at horn mouth vertical tube centre area, and the heavy seawater of quality flows near the wall of horn mouth vertical tube limit.In order to make the spiral flow air unimpeded, to prevent Yong Shui, water turbine can be made of fewer wheel blade, and each wheel blade is affixed with horizontal short tube and hydraulic turbine generator vertical pivot, and the outer rim of blade is near the inwall of horn mouth vertical tube.The main water turbine wheel blade of making a concerted effort to promote by spiral flow under low water head improves running efficiency.Inhale the large quantity of air of permitting in the horn mouth vertical tube, caught the air supply of seawater blending by vent (see figure 1) and intake.
The rotating pier of symmetrical a plurality of airfoils of layout on the horn mouth outer rim of described horn mouth vertical tube, facing directly with the normal of horn mouth cylindrical of rotating pier becomes 80 ° of angles, the cope level of rotating pier is higher than mean tide tlevel M, a little less than highest water level H, in the import of horn mouth vertical tube, low head water turbine is installed.
The seawater flow of catching for increasing each intake can take to gather the measure of wave, and the slope that is about to intake is widened from top to bottom gradually, and the cumulative abutment wall is set up in both sides.But this scheme is only applicable to single generator unit (as the island), and is not too applicable for continuously arranged generator unit on breakwater.
The described device of the present embodiment is suitable for that tidal level changes and China shore line of annual mean wave power≤10KW/m is built, and also is suitable for building on the high-power off-lying sea of wave island, and at this moment the depth displacement of each layer intake weir crest and mean tide tlevel can increase.
Embodiment two:
The present embodiment is embodiment one improvement, is that embodiment one is about meeting the refinement on slope, sea.The described sea oblique wave of meeting of the present embodiment is widened from top to bottom gradually, meets oblique wave both sides, sea and cumulative abutment wall 15(is set is suitable for building on off-lying sea island), as shown in Figure 6.
Described cumulative abutment wall is to build the body of wall that draws in gradually in the twice of meeting both sides, slope, sea, reduced width gradually when can make wave rush at the bank from the sea, increase gradually simultaneously wave high, the kinetic energy that is about to wave forms potential energy between the cumulative wall that twice are drawn in gradually, can rush in higher intake.Drawn in Fig. 6 have four intakes meet the slope, sea, if when building, can adopt three layers of intake on the breakwater of shore line.
Embodiment three:
The present embodiment is the improvement of above-described embodiment, is that above-described embodiment is about meeting the refinement on slope, sea.The described domatic angle of inclination of sea oblique wave of meeting of the present embodiment is at the 30-35 degree.
The gradient between each layer intake can change, and for example increases gradually from bottom to up the gradient, can increase like this width of intake.
Embodiment four:
The present embodiment is implemented embodiment three improvement, is that embodiment three is about the refinement of intake.The described intake of the present embodiment arranges four layers, 1 meter of first layer intake range averaging tidal level, 2.2 meters of second layer intake range averaging tidal level, 3.5 meters of the 3rd layer of intake range averaging tidal level, 4.8 meters of the 4th layer of intake range averaging tidal level.
On the described slope of the present embodiment, each layer intake elevation of weir crest of intake is respectively y with the vertical interval of mean tide tlevel M
iIf be four layers of intake be: y
1, y
2, y
3And y
4(see figure 1).y
iSize to determine by physical experiments optimization according to actual element of wave, for the seashore of mean wave power less than 10KW/m, y
iReference value be (take four layers of intake as example):
y
1=1m; , y
2=2.2m, y
3=3.5m and y
4=4.8m.
Embodiment five:
The present embodiment is the improvement of above-described embodiment, is that above-described embodiment is about the refinement of pond baseboard.The base plate in the described pond of the present embodiment is the inclined floor of the gradient 0.02 from the first layer intake to diversion pier, begins to be base slab (i=0) from the diversion pier downstream.
Embodiment six:
The present embodiment is the improvement of above-described embodiment, is that above-described embodiment is about the refinement of pond baseboard.The base plate dispersed elevation in the described pond of the present embodiment is near lowest water level.
Embodiment seven:
The present embodiment is the improvement of above-described embodiment, is that above-described embodiment is about the refinement of rotating pier.The horn mouth outer rim of the described horn mouth vertical tube of the present embodiment arranges six rotating piers along even circumferential, sees Fig. 7.
The number of rotating pier can not too much can not be very few, too much rotating pier water resistance dash stream unimpeded, and it is not obvious that very few rotating pier works the effect of revolving.
Embodiment eight:
The present embodiment is the improvement of above-described embodiment, is that above-described embodiment is about the refinement of rotating pier.The horizontal cross sectional geometry of the described rotating pier of the present embodiment is to be straight line on one side, seamlessly transit the rectangle of oblique line on one side for straight line, the straight line of described rotating pier becomes 80 degree angles with the normal of horn mouth cylindrical, the cope level of described rotating pier is higher than mean tide tlevel M, a little less than highest water level H, see Fig. 7.
The horizontal section of the described rotating pier of the present embodiment is the corner cut rectangle, on one side the long limit of rectangle is straight, another side adds straight line for tilting, two minor faces are arc transition all, one side corner cut particularly forms the round end wedge angle.
Embodiment nine:
The present embodiment is the improvement of above-described embodiment, is that above-described embodiment is about the refinement of water turbine.The described water turbine of the present embodiment is made of four wheel blades, and each wheel blade is fixedly connected with the hydraulic turbine generator vertical pivot with horizontal short tube, and the outer rim of described blade is near the inwall of horn mouth vertical tube.
Because the current in the horn mouth vertical tube are that the centre is the current of air, current are mainly along the pipe wall screw Doenward flow, and therefore, the blade of the described water turbine of the present embodiment also should meet the requirement of these current.Therefore, the blade of the described water turbine of the present embodiment is connected on the vertical pivot of water turbine with four short tubes, the weight that this also can prevent from hindering flowing of intermediate air and alleviate blade.The upstream face of described turbine blade tilts for to acutangulate with plumb line, and this becomes the obtuse angle obviously different from general turbine blade with plumb line, see Fig. 5,7.
Embodiment ten:
The present embodiment is a kind of method that realizes the generating of seashore wave energy eddy flow of using the described device of above-described embodiment.The main thought of described method is as follows, take four layers of intake as example:
The low water mark situation:
In the low water mark situation, general wave is smaller, wave is climbed less than the 4th layer of intake and is just fallen back to the 3rd layer of intake, the part seawater of catching directly drops in the first layer pond, current are through diversion pier and rotating pier, form the spiral flow of ventilation at the horn mouth vertical tube, drive the water turbine rotation, impel the integral shaft generator rotary electrification (see figure 1) of top layer.Then wave falls back to second layer intake, continues to catch seawater, also enters in the first layer pond, through baffle pier and rotating pier, forms the spiral flow of ventilation at the horn mouth vertical tube, drives water turbine and generator rotary electrification (seeing Fig. 2,3).Then wave falls back to the first layer intake again, continues to catch seawater in the pond of this layer, opens the unidirectional flap valve at contraction mouth place, current are through baffle pier, flow to rotating pier, form the spiral flow of ventilation at the horn mouth vertical tube, drive water turbine and generator rotary electrification (seeing Fig. 1,4).At this moment and then second wave train climb up again the slope, and seawater enters rotary actuation hydraulic turbine generator generating in the first layer pond through first, second and third layer intake successively, then fall back to successively two, the uninterruptable power generation of one deck intake.Continue later on to press the said procedure running.
Pond at first layer, if the water level around the horn mouth rotating pier is during higher than the upstream canal water level, unidirectional flap valve autoshutdown, to prevent the water outflow, keep water turbine that certain head is arranged, during lower than the water level of runner, unidirectional flap valve is automatically opened to the horn mouth vertical tube and is supplied water when near the water level rotating pier.
The high water mark situation:
In the situation that high water mark, first layer intake, pond and water turbine are flooded by seawater usually.When wave is climbed to the top the 4th layer of intake, the seawater of catching drops to rapidly on the high water mark water surface in first layer pond, due to unidirectional flap valve autoshutdown, head on the horn mouth vertical tube increases, current are through diversion pier and rotating pier, the spiral flow of ventilation be can produce equally in the horn mouth vertical tube, water turbine and generator rotary electrification driven.Then the seawater of part falls after rise and enters the 3rd layer of intake, also drops to rapidly in the first layer pond, through diversion pier and rotating pier, produces spiral flow in the horn mouth vertical tube, drives water turbine and generator rotary electrification.Then wave falls back to second layer intake again, and the seawater of catching enters in the pond of first layer, orders about the generator generating by said procedure.This moment, the first layer intake was in below the seawater of high water mark, and the wave train begins again to climb up and for the second time, seawater repeat from second and third, four layers and fall back to again the 3rd, two layer of intake uninterruptable power generation.Continue to implement above-mentioned running generating program.
Here should point out, no matter move at low water mark or in high water mark, each intake is caught the formed acting head of seawater, all can make the horn mouth vertical tube produce the spiral flow of ventilation, drive hydraulic turbine generator generating (seeing low water mark and the signal of high water mark fluidised form in Fig. 5), but the aggregate velocity vector of low water mark when operation spiral flow with horizontal sextant angle the angle during than high water mark smaller, the former is slightly larger than the latter's active force.
The concrete steps of described method are as follows:
Seawater enters the step of first layer intake: the wave climbing progressively raises, and at first enters the first intake;
The step that seawater is assembled: seawater enters the pond from the first layer intake, and shrinks in the pond under the effect of guide wall to the pond that one side is assembled and unidirectional flap valve downstream flows.
The step that unidirectional flap valve is opened: the current that shrink the guide wall gathering are washed unidirectional flap valve open.
Produce the step of eddy flow: current flow along a direction in the downstream, pond under the effect of diversion pier.
Generate the step of the spiral flow of ventilation: under the effect of rotating pier, current produce eddy flow around the horn mouth vertical tube, and form the spiral flow of ventilation in vertical tube, and the spiral flow center of described ventilation is air, the current that descend around spiral on every side.
The step of switching energy: the spiral flow of described ventilation drives water turbine, and then drives the generator generating;
Seawater enters the step of the above intake of the second layer: the wave climbing raises, and enters two layers, three layers with this, and more high-rise intake.
The step that seawater falls after rise from high-rise intake: enter successively respectively the 3rd layer, two layers and one deck intake.Wave enters each intake from low to high when climbing, enter from high to low each intake when wave is decorporated.
Seawater is assembled the step of potential energy: when low water mark, seawater enters in the pond of first layer intake just higher than the sea level, form potential energy, the seawater that enters from the intake more than the second layer drops to the downstream of unidirectional flap valve successively, unidirectional flap valve autoshutdown, the water level in pond forms potential energy all higher than the sea level.When high water mark, because seawater has flooded the first layer intake, only there is not potential energy in the seawater of this layer, and the seawater that other elevation intake is caught all forms potential energy.
The step that unidirectional flap valve is closed: due to the potential energy of the second layer with the seawater of upper strata intake inflow, pressure closes unidirectional flap valve greater than the seawater that enters from the first layer intake.
Below repeat to produce the step of eddy flow, the step that generates the spiral flow of ventilation, the step of switching energy.
It should be noted that at last, below only unrestricted in order to the technical solution of the utility model to be described, although with reference to the preferred arrangement scheme, the utility model is had been described in detail, those of ordinary skill in the art is to be understood that, can modify or be equal to replacement the technical solution of the utility model (such as the shape of eddy flow vertical tube, the shape of rotating pier, the form of water turbine etc.), and not break away from the spirit and scope of technical solutions of the utility model.
Claims (9)
1. seashore wave energy eddy flow electricity generating device, comprise: be arranged on and meet the slope, sea on the shore line, described meeting arranges the intake of catching wave higher than the multilayer of mean tide tlevel on the slope, sea, it is characterized in that, undermost first layer intake is connected with the pond of accumulating seawater, the base plate in described pond is a little less than mean tide tlevel, the contraction guide wall is set on the base plate in described pond, unidirectional flap valve is installed at the contraction mouth place of described contraction guide wall, described unidirectional flap valve downstream horizontally-arranged arranges a plurality of diversion piers, in described diversion pier downstream, the horn mouth vertical tube is set, the water turbine that is connected with generator coaxle is installed in described horn mouth vertical tube, described horn mouth vertical tube is connected with draft tube, horn mouth outer rim at described horn mouth vertical tube arranges a plurality of rotating piers along even circumferential, the common platform that connects of above each layer intake of the second layer, the rotary bearing of described unidirectional flap valve is installed in the bottom of described platform end.
2. device according to claim 1, is characterized in that, the described sea oblique wave of meeting is widened from top to bottom gradually, meets oblique wave both sides, sea the cumulative abutment wall is set.
3. device according to claim 1 and 2, is characterized in that, the described domatic angle of inclination of sea oblique wave of meeting is at the 30-35 degree.
4. device according to claim 3, is characterized in that, described intake arranges four layers, 1 meter of first layer intake range averaging tidal level, 2.2 meters of second layer intake range averaging tidal level, 3.5 meters of the 3rd layer of intake range averaging tidal level, 4.8 meters of the 4th layer of intake range averaging tidal level.
5. device according to claim 4, is characterized in that, the base plate in described pond is the inclined floor of the gradient 0.02 from the first layer intake to diversion pier, begins to be base slab from the diversion pier downstream.
6. device according to claim 5, is characterized in that, the base plate dispersed elevation in described pond is near lowest water level.
7. device according to claim 6, is characterized in that, the horn mouth outer rim of described horn mouth vertical tube arranges four to eight rotating piers along even circumferential.
8. device according to claim 7, it is characterized in that, the horizontal cross sectional geometry of described rotating pier is to be straight line on one side, seamlessly transit the rectangle of oblique line on one side for straight line, the straight line of described rotating pier becomes 80 degree angles with the normal of horn mouth cylindrical, the cope level of described rotating pier is higher than mean tide tlevel, a little less than highest water level.
9. device according to claim 8, is characterized in that, described water turbine is made of four wheel blades, and each wheel blade is fixedly connected with the hydraulic turbine generator vertical pivot with horizontal short tube, and the outer rim of described blade is near the inwall of horn mouth vertical tube.
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| CN2013202116111U CN203272008U (en) | 2013-04-24 | 2013-04-24 | Coast wave energy rotational flow power generation device |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195643A (en) * | 2013-04-24 | 2013-07-10 | 中国水利水电科学研究院 | Coastal wave cyclone power generation method and installation |
| CN104153936A (en) * | 2014-05-15 | 2014-11-19 | 浙江海洋学院 | Breakwater and wave power generation device arranged on breakwater |
| CN106522157A (en) * | 2016-11-24 | 2017-03-22 | 河海大学 | Self-power-generation type breakwater device and power generation method thereof |
| CN107002630A (en) * | 2015-07-09 | 2017-08-01 | Ｋｙｂ株式会社 | Apparatus for generating electricity by wave force |
| CN111156129A (en) * | 2020-01-15 | 2020-05-15 | 长沙理工大学 | Wave current power generation device suitable for coral reef terrain |
| CN111963362A (en) * | 2020-08-18 | 2020-11-20 | 马聪聪 | Continuous surge power generation equipment |
| CN113323788A (en) * | 2021-05-21 | 2021-08-31 | 扬州大学 | Stepped distributed power generation device and operation method thereof |
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2013
- 2013-04-24 CN CN2013202116111U patent/CN203272008U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195643A (en) * | 2013-04-24 | 2013-07-10 | 中国水利水电科学研究院 | Coastal wave cyclone power generation method and installation |
| CN103195643B (en) * | 2013-04-24 | 2015-06-17 | 中国水利水电科学研究院 | Coastal wave cyclone power generation method and installation |
| CN104153936A (en) * | 2014-05-15 | 2014-11-19 | 浙江海洋学院 | Breakwater and wave power generation device arranged on breakwater |
| CN104153936B (en) * | 2014-05-15 | 2016-03-09 | 浙江海洋学院 | Be provided with the breakwater of wave-type electric generator |
| CN107002630A (en) * | 2015-07-09 | 2017-08-01 | Ｋｙｂ株式会社 | Apparatus for generating electricity by wave force |
| CN106522157A (en) * | 2016-11-24 | 2017-03-22 | 河海大学 | Self-power-generation type breakwater device and power generation method thereof |
| CN111156129A (en) * | 2020-01-15 | 2020-05-15 | 长沙理工大学 | Wave current power generation device suitable for coral reef terrain |
| CN111156129B (en) * | 2020-01-15 | 2020-12-11 | 长沙理工大学 | Wave current power generation device suitable for coral reef terrain |
| CN111963362A (en) * | 2020-08-18 | 2020-11-20 | 马聪聪 | Continuous surge power generation equipment |
| CN113323788A (en) * | 2021-05-21 | 2021-08-31 | 扬州大学 | Stepped distributed power generation device and operation method thereof |
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