JPS5912807B2 - Tidal power generation method - Google Patents
Tidal power generation methodInfo
- Publication number
- JPS5912807B2 JPS5912807B2 JP53030634A JP3063478A JPS5912807B2 JP S5912807 B2 JPS5912807 B2 JP S5912807B2 JP 53030634 A JP53030634 A JP 53030634A JP 3063478 A JP3063478 A JP 3063478A JP S5912807 B2 JPS5912807 B2 JP S5912807B2
- Authority
- JP
- Japan
- Prior art keywords
- seawater
- power generation
- water
- tidal current
- tidal
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
Classifications
-
- 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
Landscapes
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Description
【発明の詳細な説明】
本発明は潮流の流速圧を発電エネルギー源として利用す
る新規な発電方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a novel power generation method that utilizes the flow velocity and pressure of tidal currents as a power generation energy source.
周知水力発電、火力発電および原子発電は現在では公害
防止、環境保全、安全性の面で立地条件に大きな制約が
加えられると共に、此等の発電エネルギー源である水(
河川)、石油、ウラニウムがほぼ利用され尽すか、枯渇
し始めていることから将来性を望めず、従って核融合炉
に対する実験研究と並行して、地熱、太陽熱、風力、海
等の地球上にほぼ無尽蔵にある自然エネルギーを利用し
た発電方法が種々提案され、且つ一部では利用段階に入
っている。Well-known hydroelectric power generation, thermal power generation, and nuclear power generation are currently subject to major restrictions on location in terms of pollution prevention, environmental conservation, and safety, and water (which is the energy source for these power generation)
There is no hope for a future as the resources such as rivers, oil, and uranium have been almost exhausted or are beginning to be depleted, so in parallel with experimental research on nuclear fusion reactors, we are trying to develop almost all of the earth's resources, such as geothermal, solar, wind, and ocean energy. Various power generation methods using inexhaustible natural energy have been proposed, and some are already in the stage of being put to use.
このうち海のエネルギーを利用したものは潮位差発電、
波浪発電であるか、此等の発電方法では一定した大電力
を長時間連続して取り出す上で困難があり、コストの膨
大な割りには出力電力が小さすぎる難点が指適されてい
る。Among these, those that utilize ocean energy are tidal level power generation,
This power generation method, probably due to wave power generation, has the difficulty of extracting a constant amount of power continuously for a long time, and the problem is that the output power is too small considering the enormous cost.
つまり、此等発電方法では海水は経時的に緩慢な動きし
か見せず、単位時間あたりに取出せるエネルギー量が小
さすぎるのである。In other words, with these power generation methods, seawater only moves slowly over time, and the amount of energy that can be extracted per unit time is too small.
本発明は以上の点に鑑み、海の含む膨大なエネルギーを
効率的に取出せるように種々検討の結果、潮流に着目し
、この潮流の潮速圧を有効な発電エネルギーに転換する
発電方法を案出するに至った。In view of the above points, the present invention focuses on tidal currents as a result of various studies in order to efficiently extract the vast amount of energy contained in the ocean, and develops a power generation method that converts the tidal velocity pressure of this tidal current into effective power generation energy. I came up with a idea.
即ち、潮流は潮汐に伴う海水の周期的な流動によって生
じるもので、大洋での流動は微弱であり、そのままでは
上記潮位差発電と同様に少しのエネルギーしか取出せな
い。That is, tidal currents are caused by the periodic flow of seawater associated with the tides, and the currents in the ocean are weak, and as is, only a small amount of energy can be extracted as in the above-mentioned tidal level power generation.
しかし、潮流は水道、海峡等ではその流動方向が直線的
なものとなり、また転流時に一時的に流速を失うもほぼ
一日中流動を続けると共に、最高時の流速はかなりなも
のを示す。However, tidal currents flow in a straight line in waterways, straits, etc., and although they temporarily lose speed during diversion, they continue to flow almost all day long, and the current speed at its highest is quite high.
例えば昭和53年度の瀬戸内海潮汐表(海上保安庁水路
部監修)によれば明石海峡の2月24田こおける西流の
最高流速は5ノツト、集流の最高流速は4ノツトで、膨
大な運動エネルギーを含んでいることが分かる。For example, according to the 1971 Seto Inland Sea tide table (supervised by the Japan Coast Guard Hydrographic Department), the maximum current speed of the west current at the February 24th station in the Akashi Strait was 5 knots, and the maximum current speed of the converging stream was 4 knots, which is a huge amount. It can be seen that it contains kinetic energy.
上記水道、海峡等のように潮流が直線的に流れ且つその
潮流速が高い値を示す場所に発電所を設置して、潮流の
流速圧を利用して水車を廻わせば、比較的簡単に大きな
発電エネルギーを引き出すことができると共に、転流時
のわずかな時間を除いて、はぼ−日中連続して安定した
電力を供給することができる。It is relatively easy to install a power plant in a place where tidal currents flow linearly and have high tidal current speeds, such as the aqueducts and straits mentioned above, and turn water turbines using the flow velocity pressure of the tidal currents. Not only can a large amount of generated energy be extracted, but also stable power can be supplied continuously throughout the day, except for a short period of time during commutation.
更に本発明原理構成を第1図で説明すると、水道または
海峡等の比較的潮流速に富む場所で、且つ船舶の航行に
支障を与えない海上に発電用人工島(海上構築物)1を
構築し、この人工島1に該人工島1を潮流方向に貫通す
る海水導入路2を直線的に開設して、上記潮流に乗った
海水がその流動に伴い海水導入路2に流入且つ通過する
゛ように構成すると共に、海水導入路2の中間部に軸支
された水車3を海水の流速圧で回転させ、水車3に連動
連結された発電機4を駆動して発電を行なう。Further, to explain the principle configuration of the present invention with reference to FIG. 1, an artificial power generation island (seaside structure) 1 is constructed on the sea in a place where the tidal current speed is relatively high, such as an aqueduct or a strait, and which does not impede the navigation of ships. A seawater introduction passage 2 is linearly opened in this artificial island 1, passing through the artificial island 1 in the direction of the tidal current, so that the seawater riding on the tidal current flows into and passes through the seawater introduction passage 2 as the seawater flows. At the same time, a water wheel 3 pivotally supported in the middle part of the seawater introduction path 2 is rotated by the flow velocity pressure of seawater, and a generator 4 interlocked with the water wheel 3 is driven to generate electricity.
5.6は海水導入路2の両端に設けられた取水口で、集
流時に取水口5から海水が流水する時、他方取水口6が
放水口としての働きを成し、西流時にはその逆の働きを
成すように構成している。5.6 are water intakes provided at both ends of the seawater introduction channel 2. When seawater flows from the water intake 5 during collection, the other water intake 6 acts as a water outlet, and vice versa when the water flows westward. It is configured to perform the following functions.
また、上記取水口5,6は図に見られるように、外方に
向い扇状に漸次拡幅して、取水口5,6に流入した海水
が該取水口5,6の内奥に至るに従い更にその流速を増
して水車3に衝当するように1している。In addition, as seen in the figure, the water intakes 5 and 6 gradually widen outward in a fan shape, and as the seawater flowing into the water intakes 5 and 6 reaches the inner depths of the water intakes 5 and 6, the width further increases. The velocity of the flow is increased to 1 so that it hits the water wheel 3.
これは水車3に作用する海水の流速圧を実際の潮流速よ
りも増速して発電効率を高めるためである。This is to increase the speed and pressure of the seawater acting on the water turbine 3 more than the actual tidal current speed to increase power generation efficiency.
即ち、成る管の内部を流体が連続的に流動する時、この
管のどの断面を取っても流体の重量流量Wは一定である
。That is, when a fluid flows continuously inside the tube, the weight flow rate W of the fluid is constant regardless of the cross section of the tube.
これを式で表わすならばとなる。This can be expressed as a formula.
但しrは比重量(例えば水の場合、1000kg/m3
)、Aは断面積(m”)、vは平均流速(m/s)であ
る。However, r is the specific weight (for example, in the case of water, 1000 kg/m3
), A is the cross-sectional area (m”), and v is the average flow velocity (m/s).
そして、流体の密度(比重量)が海水のように一定なら
ば、体積流量Q(m’/s)もどの断面でも一定となっ
て、Q−AVなる式から求められる。If the density (specific weight) of the fluid is constant like seawater, the volumetric flow rate Q (m'/s) will also be constant at any cross section and can be determined from the equation Q-AV.
いま第1図の如き扇状取水口5,6において、先端最大
幅部の体積流量をQl、内奥の最狭幅部の体積流量をQ
2とし、先端最大幅寸法を100m1内奥最狭幅寸法を
10m1それぞれの水深をIonとし、更に上記先端最
大幅部の海水流速(つまり取水口に流入する潮流の流速
) Vlが3000m/hとする時、上記内奥最狭幅部
での海水流速v2を上記式を利用して求めてみるに、と
なり、実際の潮流速を10倍高めたエネルギーで水車3
が回転されることになる。Now, in the fan-shaped water intakes 5 and 6 as shown in Fig. 1, the volumetric flow rate at the widest part at the tip is Ql, and the volumetric flow rate at the narrowest part at the innermost part is Q1.
2, the maximum width at the tip is 100m1, the narrowest width at the back is 10m1, each water depth is Ion, and the seawater flow velocity (that is, the flow velocity of the tidal current flowing into the water intake) at the maximum width at the tip is 3000m/h. When calculating the seawater flow velocity v2 at the innermost narrowest part using the above formula, we get
will be rotated.
故に、上記取水口5,6の断面積比A1 : A2を適
当に設計することで、潮流速に対しこの潮流速を任意に
高めて発電エネルギーを増大させることができる。Therefore, by appropriately designing the cross-sectional area ratio A1:A2 of the water intakes 5 and 6, the power generation energy can be increased by arbitrarily increasing the tidal flow velocity with respect to the tidal current velocity.
以上が本発明の原理構成であるが、実際の使用にあたっ
ては第2図乃至第4図に示すように海水導入路2の取水
口5,6間中間部において導入路2を隔壁7・・・によ
って複数本(図面では4本)の並行小水路8〜11に分
割し、此等にそれぞれ水門12〜15を装備すると共に
、このうち任意数の小水路9,10にのみ前記水車3,
3を装備し、他の小水路8,11を放流専用にし、この
放流専用小水路8,11の水門12,15の開閉調整に
よって水車3,3に作用する海水流量を制御するように
構成する。The above is the principle structure of the present invention, but in actual use, as shown in FIGS. 2 to 4, the introduction channel 2 is connected to the partition wall 7... It is divided into a plurality of (four in the drawing) parallel small waterways 8 to 11, each of which is equipped with water gates 12 to 15, and only an arbitrary number of small waterways 9 and 10 are equipped with the water turbine 3,
3, the other small channels 8 and 11 are used exclusively for discharge, and the flow rate of seawater acting on the water turbines 3 and 3 is controlled by adjusting the opening and closing of the water gates 12 and 15 of the small channels 8 and 11 exclusively for discharge. .
つまり、潮流は経時的にその流速を変化する性質をもっ
ているから、この流速変化に比例して水車3,3に作用
する海水流量も変化する。That is, since the tidal current has the property of changing its flow speed over time, the flow rate of seawater acting on the water turbines 3, 3 also changes in proportion to this change in flow speed.
即ち上記体積流量Qが変化するのである。また潮位変化
によって水車3,3の水没量が変化するため、これによ
っても水車3,3に作用する海水流量にも影響が出る。That is, the volumetric flow rate Q changes. Furthermore, since the amount of water submerged in the water turbines 3, 3 changes due to changes in the tide level, this also affects the flow rate of seawater acting on the water turbines 3, 3.
故に此等の原因によって発電能力が変化し、平均した電
力が得られなくなる。Therefore, the power generation capacity changes due to these causes, and it becomes impossible to obtain average power.
そこで、潮流速の速い時は水門12.15を大きく開い
て放水量を増し且つ水車3,3に作用する単位時間あた
りの海水流量を抑え、逆に潮流速が低下してゆく時には
水門12.15を閉めていって放水量を抑え且つ水車3
,3に作用する単位時間あたりの海水流量を高め、これ
によって潮流速の低下した分だけエネルギー補償するの
である。Therefore, when the tidal current speed is high, the water gate 12.15 is opened wide to increase the amount of water released and suppress the flow rate of seawater per unit time acting on the water turbines 3, 3, and conversely, when the tidal current speed is decreasing, the water gate 12.15 is opened wide. 15 is closed to reduce the amount of water released, and water wheel 3 is closed.
, 3 is increased, thereby compensating the energy for the decrease in tidal current speed.
潮位変化の場合も同様であり、かく成せば潮流速がほと
んどなくなる転流前後のわずかな時間を除いてほぼ平均
した電力を得ることができる。The same applies to changes in the tidal level, and in this way it is possible to obtain approximately average power except for a short time before and after the commutation when the tidal current speed is almost zero.
更に、水車3,3を装備した小水路9,10の水門13
,14に対しても前記水門と同様の調整制御を加えるよ
うにすれば、一層安定した電力の取出しが行なえる。Furthermore, water gates 13 of small channels 9 and 10 equipped with water turbines 3 and 3
, 14 can be subjected to the same adjustment control as that for the water gates, and more stable electric power can be taken out.
また各小水路8〜11に対しては、潮流方向が逆転する
ことを考慮して、各小水路8〜11の両端にそれぞれ水
門12〜15を設けるようにする。Moreover, water gates 12 to 15 are provided at both ends of each of the small channels 8 to 11, taking into account that the direction of the tidal flow is reversed.
図面では各水門12〜15は此等の直上位置に配した横
梁16は吊上げ手段17・・・を介して懸吊して開閉(
昇降)するよう匿しているが、この開閉機構は特別に限
定されるものではない。In the drawing, each of the water gates 12 to 15 is opened and closed (
However, this opening/closing mechanism is not particularly limited.
また、18は水車3,3のシャフト、19はこのシャフ
トの軸受部材を示す。Further, 18 indicates a shaft of the water turbines 3, 3, and 19 indicates a bearing member for this shaft.
また各水車3,3に衝当する海水が波立っていれば、そ
れだけ水車3,3の回転効率が低下するので、各取水口
5,6の内奥・に遮浪板20,20を設けて波消しを行
なうようにする。Furthermore, if the seawater that hits each water wheel 3, 3 is rippling, the rotational efficiency of the water wheel 3, 3 will decrease accordingly, so wave shielding plates 20, 20 are installed at the inner depths of each water intake port 5, 6. Try to eliminate waves.
更に取水口5,6に流入した海水を効率的に水車3,3
に衝当させるため、第4図のように取水口5,6の底部
にコンクリートを打ちこんで上がり勾配の斜壁21を形
成し、取水口5,6に流入した海水を水車3,3側の一
点に集中させるように構成すれば有益である。Furthermore, the seawater flowing into the water intakes 5 and 6 is efficiently transferred to the water turbines 3 and 3.
As shown in Figure 4, concrete is poured into the bottom of the water intakes 5 and 6 to form a sloped wall 21 with an upward slope, and the seawater flowing into the water intakes 5 and 6 is directed towards the water turbines 3 and 3. It is beneficial to configure the system so that it is concentrated on one point.
この場合、取水口5゜6内奥において過剰な水圧が作用
して海水が導入路2から溢流することを避けるために、
第4図の如き蓋体22を導入路2の最狭部に被せるよう
にしても良い。In this case, in order to prevent seawater from overflowing from the inlet channel 2 due to excessive water pressure acting at the back of the water intake 5°6,
A cover 22 as shown in FIG. 4 may be placed over the narrowest part of the introduction path 2.
潮流方向が反転した場合、水車3,3の回転方向が異な
ってくるが、これを適宜手段によって常に水車3,3の
回転方向を一方向回転力として発電機4に入力させれば
良い。When the direction of the tidal flow is reversed, the rotational directions of the waterwheels 3, 3 will be different, but this can be always input to the generator 4 by using appropriate means with the rotational direction of the waterwheels 3, 3 as a unidirectional rotational force.
尚、第1図における23は陸地で、24はこの陸地23
と人工島1とをむすぶ架橋を示す。In addition, 23 in FIG. 1 is land, and 24 is this land 23.
A bridge connecting the artificial island 1 and the artificial island 1 is shown.
以上詳述したことによって明らかなように、本発明によ
れば次の如き効果を奏することができる。As is clear from the above detailed description, the present invention can provide the following effects.
○ 本発明は潮流の流速圧に起因するエネルギーに着目
して、これを水車に衝当且つ回転させることで発電を行
なうものである。The present invention focuses on energy caused by the flow velocity and pressure of tidal currents, and generates electricity by impinging on and rotating a water wheel.
従って、大洋での潮流は微弱であるが、水道や海峡等の
潮流方向が直線的となり且つ潮流速が犬なる海域におい
て本発明発電方法を適用すれば、この潮流・のもつ膨大
な運動エネルギーを発電エネルギーに転換することがで
き、従来の潮位差発電方法、波浪発電方法に比し著しく
大きな電力を取出すことができる。Therefore, although tidal currents in the ocean are weak, if the power generation method of the present invention is applied to areas where the tidal current direction is linear and the tidal current speed is slow, such as in aqueducts or straits, the enormous kinetic energy of this tidal current can be absorbed. It can be converted into power generation energy, and it is possible to extract significantly more power than conventional tidal level difference power generation methods and wave power generation methods.
○ また単に海水を自然のままの潮流速で水車に衝当さ
せるのではなく、扇状に漸次拡幅された取水口によって
この潮流速を取水口の内奥に至るほど増速したのち水車
に衝当させるので、発電エネルギーは更に効率的に高め
られ、一層大なる電力を取出すことができる。○ In addition, instead of simply letting the seawater hit the waterwheel at its natural tidal current speed, the tidal water speed is increased as it reaches the inner depths of the waterway through a fan-shaped water intake that is gradually widened, and then it hits the waterwheel. As a result, the generated energy can be increased more efficiently, and even more electric power can be extracted.
○ 上記扇形取水口の拡幅率を、本発明を適用する海域
の潮流速に合わせて設計すれば、この潮流速の大小にか
かわらず、所望する大きさの電力を発電できるから特に
有用であり、この点においても従来の潮位差発電方法等
に比べて極めてすぐれた発電方法となっている。○ It is particularly useful if the widening ratio of the fan-shaped water intake is designed to match the tidal current speed of the sea area to which the present invention is applied, since it is possible to generate the desired amount of power regardless of the magnitude of the tidal current speed. In this respect as well, it is an extremely superior power generation method compared to conventional tidal level difference power generation methods.
○ しかも人工島に潮流方向に導入路を貫通し、この導
入路両端の取水口を扇状にするだけで、潮流速によって
自然に海水が流入且つ増速され、上記大電力が得られる
ものであるから、コスト的も非常に低減化され、発電コ
ストを実用範囲まで容易に下げることができる。○ Moreover, simply by penetrating the artificial island with an introduction channel in the direction of the tidal flow and making the water intakes at both ends of the introduction channel fan-shaped, seawater will naturally flow in and increase the speed according to the speed of the tidal current, and the above-mentioned large amount of electric power can be obtained. Therefore, the cost is greatly reduced, and the power generation cost can be easily lowered to a practical level.
○ 特に我国は内海部、および周辺部に潮流の激しい海
域を有するから、此等箇所に本発明潮流発電を適用すれ
ば、得られる総電力量は膨大なものとなる。○ In particular, since our country has areas with strong tidal currents in inland sea areas and surrounding areas, if the tidal current power generation of the present invention is applied to these areas, the total amount of electricity that can be obtained will be enormous.
○ 潮流は転流前後のわずかな時間を除いてその流速を
失うことがないから、一日の大半にわたって連続して発
電活動を行なうことができる利点がある。○ Since the tidal current does not lose its velocity except for a short time before and after the commutation, it has the advantage of being able to generate electricity continuously for most of the day.
○ 特に本発明においては、海水導入路を複数の並行し
た小水路に分割し、このうちの単数または複数の小水路
に発電用水車を装備すると共に、その他の小水路を放流
専用水路となし、該放流専用水路で海水流量を制御しな
がら前記水車を回転させるようにしたため、潮流流速の
経時的変化にもかかわらず、常にほぼ平均した電力を得
ることができる。○ In particular, in the present invention, the seawater introduction channel is divided into a plurality of parallel small channels, one or more of these channels is equipped with a power generation water turbine, and the other small channels are used as waterways exclusively for discharge. Since the water turbine is rotated while controlling the flow rate of seawater in the exclusive waterway, it is possible to always obtain approximately average power despite changes in the tidal current velocity over time.
○ さらに前記海水導入路の入口付近に遮浪板を設け、
この遮浪板で波消しながら発電用水車を回転させるよう
になっているため、海水の波立ちによる水車の回転効率
の低下を防ぎ、潮流エネルギーを有効に吸収することが
できる。○ Furthermore, a wave shielding plate is installed near the entrance of the seawater introduction channel,
Since the power generation water turbine is rotated while the waves are damped by this wave shielding plate, it is possible to prevent the rotational efficiency of the water turbine from decreasing due to seawater waves and to effectively absorb tidal energy.
第1図は本発明にかかる潮流発電方法の原理説明図、第
2図はその一実施例を示す要部平面図、第3図は同正面
図、第4図は側断面図である。
1・・・・・・海上構築物、2・・・・・・海水導入路
、3・・・・・・発電用水車、4・・・・・・発電機、
5,6・・・・・・取水口、8〜11・・・・・・小水
路、20・・・・・・遮浪板。FIG. 1 is an explanatory diagram of the principle of the tidal current power generation method according to the present invention, FIG. 2 is a plan view of essential parts showing one embodiment thereof, FIG. 3 is a front view thereof, and FIG. 4 is a side sectional view. 1... Marine structure, 2... Seawater introduction channel, 3... Power generation water turbine, 4... Generator,
5, 6...Water intake, 8-11...Small channel, 20...Wave shielding board.
Claims (1)
に平行して海水導入路を貫設し、この海水導入路の取水
口幅を該取入口が外開き扇形を呈する如く漸次拡幅に形
成すると共に最狭幅部たる上記海水導入路に発電用水車
を装備し、潮流速を有して取水口から海水導入路に流入
する海水が最狭幅部たる海水導入路で最増速される該海
水の潮流エネルギーを利用して発電用水車を回転させる
ようにした潮流発電方法において、前記海水導入路を複
数の平行した小水路に分割し、このうちの単数または複
数の小水路に発電用水車を装備すると共に、その他の小
水路を放流専用水路となし、さらに前記海水導入路の入
日付近に遮浪板を設け、しかしてこの遮浪板で波消し、
前記放流専用水路で海水流量を制御しながら前記水車を
回転させるようにした潮流発電方法。1. A seawater inlet channel is installed in a marine structure located in a sea area with high tidal current speed in parallel to the direction of the tidal current, and the width of the intake port of this seawater inlet channel is gradually widened so that the intake port opens outward and takes on the shape of a fan. At the same time, a water turbine for power generation is installed in the seawater introduction channel which is the narrowest width part, and the seawater flowing into the seawater introduction channel from the water intake at a tidal current speed is increased to the maximum speed in the seawater introduction channel which is the narrowest width part. In the tidal current power generation method in which the seawater tidal energy is used to rotate a power generation water turbine, the seawater introduction channel is divided into a plurality of parallel small channels, and the power generation water is supplied to one or more of the small channels. In addition to equipping cars, other small waterways were designated as waterways for exclusive use of water discharge, and a wave shielding board was installed near the sunset of the seawater introduction channel, and this wave shielding board was used to eliminate waves.
A tidal current power generation method in which the water turbine is rotated while controlling the flow rate of seawater in the discharge waterway.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP53030634A JPS5912807B2 (en) | 1978-03-16 | 1978-03-16 | Tidal power generation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP53030634A JPS5912807B2 (en) | 1978-03-16 | 1978-03-16 | Tidal power generation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS54123226A JPS54123226A (en) | 1979-09-25 |
| JPS5912807B2 true JPS5912807B2 (en) | 1984-03-26 |
Family
ID=12309265
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP53030634A Expired JPS5912807B2 (en) | 1978-03-16 | 1978-03-16 | Tidal power generation method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5912807B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63140005U (en) * | 1987-02-28 | 1988-09-14 | ||
| JP2010222875A (en) * | 2009-03-24 | 2010-10-07 | Keiji Kuboki | Construction body for accelerating water stream |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6641554B1 (en) * | 2018-06-19 | 2020-02-05 | 日本エフ・アール・ピー株式会社 | Tidal power plant management and control system |
-
1978
- 1978-03-16 JP JP53030634A patent/JPS5912807B2/en not_active Expired
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63140005U (en) * | 1987-02-28 | 1988-09-14 | ||
| JP2010222875A (en) * | 2009-03-24 | 2010-10-07 | Keiji Kuboki | Construction body for accelerating water stream |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS54123226A (en) | 1979-09-25 |
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