JPS6367030B2 - - Google Patents
Info
- Publication number
- JPS6367030B2 JPS6367030B2 JP59268121A JP26812184A JPS6367030B2 JP S6367030 B2 JPS6367030 B2 JP S6367030B2 JP 59268121 A JP59268121 A JP 59268121A JP 26812184 A JP26812184 A JP 26812184A JP S6367030 B2 JPS6367030 B2 JP S6367030B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- flow
- drainage
- pool
- deep
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 75
- 238000010248 power generation Methods 0.000 claims description 24
- 230000007246 mechanism Effects 0.000 claims description 10
- 238000007599 discharging Methods 0.000 claims 1
- 230000005611 electricity Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000002351 wastewater Substances 0.000 description 4
- 230000008602 contraction Effects 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000006837 decompression Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 230000002459 sustained effect Effects 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03B—MACHINES OR ENGINES FOR LIQUIDS
- F03B13/00—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
- F03B13/06—Stations or aggregates of water-storage type, e.g. comprising a turbine and a pump
-
- 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
- Y02E10/20—Hydro energy
-
- 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
- Y02E60/00—Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
- Y02E60/16—Mechanical energy storage, e.g. flywheels or pressurised fluids
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Description
【発明の詳細な説明】
今時、小エネルギーで大きな電力を得るための
研究開発が求められており、その先行開発として
は、深い水深の溜水地例えば貯水ダム、水槽、プ
ール、海等における高水圧流の取水を利用して自
家発電を行わしめる高水圧流循環に係る沈下式水
圧利用の発電装置、例えば大船の船底に取水口を
設けるという特願昭59−218987号(特開昭61−
98696号)の先行発明が存在するが、本発明は上
記の先行発明の発電能力を、集合毛細管の排水ダ
クト機構をもつて、その集合毛細管現象による一
勢大量のスピード排水循環を図つて、更に一段と
強力に持続発揮させ、且つ排水循環助勢力を最小
で済ませて経済的に確実有利な自家発電その他バ
ツテリー充電を実現させ、水槽、プール利用の場
合はビル、工場、家庭用の自家発電に、又、貯水
ダムの場合には大型産業用発電装置に、更に船の
場合には大船の船底に取水口を設けて自家発電航
行を実現させるという先行発明よりも進歩した画
期的且つ経済的な水の循環が非常に速い此種の発
電装置を提供せしめることを目的とするものであ
り、それは、貯水ダム、水槽、プール、海等にお
ける深い水深の溜水地に沈下させる深槽体の底面
部に、高水圧流が流入するに適する相当な広径の
流入取水口を開口せしめ、該取水口から深槽体内
部に対し、高水圧流が噴流となつて流動する所要
数の流動管路を連通し、該管路の前方個所に排水
プール路を設けて、該プール路から溜水地の喫水
線上にかけて、集合毛細管と排水コンプレツサー
装備により集合毛細管現象をもつて一勢大量にス
ピード排水ができる排水ダクトを配管開通せし
め、該流動管路の外部に発電装置を設置して、そ
のタービンを高水圧流で回動するよう該管路内に
内設し、該ダクトの適当位置に開閉バルブ機構を
取付けて、深槽体の底部取水口からの水流循環に
係る強力な高水圧流エネルギーを利用して発電を
行わしめることを特徴とするものである。[Detailed Description of the Invention] Nowadays, there is a need for research and development to obtain large amounts of electricity with small amounts of energy. Japanese Patent Application No. 59-218987 (Japanese Unexamined Patent Publication No. 1983-1987) describes a submerged water pressure power generation device for high water pressure flow circulation that uses water intake from water pressure flow to generate private power, such as installing a water intake port on the bottom of a large ship.
No. 98696), but the present invention utilizes the power generation ability of the prior invention by having a collecting capillary drainage duct mechanism, and by aiming at speedy circulation of a large amount of wastewater by the collecting capillary phenomenon, and further It is possible to realize more powerful and sustained power generation, minimize the wastewater circulation support force, and realize economically advantageous in-house power generation and battery charging, and when using aquariums and pools, it can be used for in-house power generation for buildings, factories, and homes. In addition, in the case of water storage dams, a large industrial power generation device is installed, and in the case of ships, a water intake port is installed in the bottom of a large ship to realize private power generation navigation.This is an innovative and economical technology that is more advanced than previous inventions. The purpose is to provide this type of power generation device with extremely fast water circulation, and it is designed to provide a power generation device with a deep water tank that is submerged in a deep water storage area such as a water storage dam, aquarium, pool, or the sea. An inlet of a considerably wide diameter suitable for the inflow of a high water pressure flow is opened in the part, and a required number of flow pipes through which the high water pressure flow flows as a jet from the intake into the interior of the deep tank body. A drainage pool path is provided in front of the pipe, and from the pool path to above the water line of the reservoir area, a collecting capillary tube and a drainage compressor are installed to rapidly drain a large amount of water through the collecting capillary phenomenon. A power generation device is installed outside the flow pipe, a turbine is installed inside the pipe so that it rotates with high water pressure flow, and an on-off valve is installed at an appropriate position in the duct. The system is characterized in that a mechanism is installed to generate electricity by utilizing the powerful high water pressure flow energy associated with water flow circulation from the bottom water intake of the deep tank body.
本発明の実施例を図面に付て説明すると次のよ
うである。 Embodiments of the present invention will be described below with reference to the drawings.
貯水ダム、水槽、プール、海等における非常に
水深のある適当な溜水地1に対し、上方一部を残
して沈下させる適当形状で相当に大型で深い深槽
体2の底面部3の中央部に、深い水深における高
水圧流4が流入するに適する相当な広径で且つ必
要に応じ二重パイプの伸縮パイプ式或はその他適
当な自動伸縮機構によつて導入筒5が自動操作で
底面外に延長自由となるよう設計されている流入
取水口6を開口装備せしめ、該取水口6から深槽
体2内部に対し、左右対称或は又放射対称状に向
けて、該取水口6から流入の高水圧流4が噴流と
なつて流動する所要数の流動管路7,7′を横列
に連通し、その各該管路7,7′の前方個所を排
水プール路8,8′となし、該各プール路8,
8′から上方に向つて、管内に急速吸上げの毛細
管現象をする適切な毛細材料9,9′を入れた所
要の長さの細長い相当数の毛細管10,10′を
ダクト内に集合結束装備せしめ且つ該毛細管1
0,10′部より上方個所に排水助勢のための排
水コンプレツサー11,11′を装備せしめてな
る排水ダクト12,12′を、該毛細材料9,
9′の下部を該各プール路8,8′に吸水するよう
に沈めた状態のもとに、溜水地1の喫水線Kの上
方に対し、排水するよう槽側壁に対して開口配管
せしめ、前記流動管路7,7′の外部に夫々発電
装置13,13′を配置し、その各タービン14,
14′を該管路7,7′内において高水圧流4によ
り回動するよう設け、各該ダクト12,12′の
喫水線Kより下位置に開閉バルブ機構15,1
5′を取付け、該深槽体2を溜水地1に対し、上
方一部を残し且つ排水ダクト12,12′の開口
部を喫水線Kの上位置とした状態において沈下せ
しめて構成するものである。なお、深槽体2は、
普通は沈下式に適する大型筒槽が用いられるが、
海や湖等においては、第3図にように、大船Sの
船底部S′が代用対象となる。 The center of the bottom part 3 of an appropriately shaped, fairly large and deep deep tank body 2 which is submerged with a part of the upper part left in a suitable water storage area 1 with very deep water such as a water storage dam, aquarium, pool, sea, etc. The introduction tube 5 has a fairly wide diameter suitable for the inflow of high pressure flow 4 at deep water depths, and if necessary, the introduction tube 5 is automatically operated at the bottom by a telescopic pipe type with a double pipe or other suitable automatic expansion and contraction mechanism. An inflow water intake 6 designed to be freely extendable to the outside is equipped with an opening, and the water is symmetrically or radially symmetrically directed from the water intake 6 to the inside of the deep tank body 2. A required number of flow pipes 7, 7' through which the inflow high-pressure flow 4 flows as a jet flow are connected in a horizontal row, and the front part of each pipe 7, 7' is connected to a drainage pool pipe 8, 8'. None, each pool road 8,
A considerable number of elongated capillary tubes 10, 10' of the required length, each containing a suitable capillary material 9, 9' for rapid suction capillary action, are collected and bundled in the duct from 8' upwards. The capillary tube 1
A drainage duct 12, 12' equipped with a drainage compressor 11, 11' for assisting drainage is provided above the 0, 10' portion, and the capillary material 9,
With the lower part of 9' submerged in each pool channel 8, 8' so as to absorb water, open piping is provided to the side wall of the tank to drain water above the water line K of the water storage area 1, Power generators 13, 13' are arranged outside the flow pipes 7, 7', respectively, and the respective turbines 14,
14' is provided to be rotated by the high water pressure flow 4 in the pipes 7, 7', and an open/close valve mechanism 15, 1 is provided at a position below the water line K of each of the ducts 12, 12'.
5' is attached, and the deep tank body 2 is sunk into the reservoir area 1 with the upper part remaining and the openings of the drainage ducts 12, 12' positioned above the waterline K. be. In addition, the deep tank body 2 is
Usually, a large cylindrical tank suitable for submersion type is used,
In the sea, lake, etc., the bottom part S' of a large ship S is used as a substitute, as shown in Fig. 3.
この場合、該船底部S′の中央部或は中央部を含
めた前後部の複数適所に対し、前記の流入取水口
6が配備され、船底部S′が深槽体2となつて複数
の発電機構が配備される。 In this case, the above-mentioned inflow water intakes 6 are provided at a plurality of suitable locations in the front and rear parts including the central part or the central part of the ship bottom S', and the ship bottom S' serves as a deep tank body 2 and a plurality of A power generation mechanism is deployed.
本発明装置は上記の如く構成してなるから、深
槽体2を深い水深の適当な溜水地1に対し、排水
ダクト12,12′の開口部を喫水線Kの上位置
として沈下せしめると、深槽体2の底面部3に設
けられた広径の流入取水口6から深い深度による
非常に強大な高水圧流4が流動管路7,7′に向
つて噴流となつて流入することになり、その高水
圧流4は、各流動管路7,7′内を非常に強大な
噴流となつて前方の排水プール路8,8′内に向
つて流れ込む。 Since the apparatus of the present invention is constructed as described above, when the deep tank body 2 is lowered into a suitable deep water reservoir 1 with the openings of the drainage ducts 12, 12' positioned above the water line K, A very strong high water pressure flow 4 due to the deep depth flows into the flow pipes 7, 7' as a jet from the wide diameter inlet water intake 6 provided on the bottom surface 3 of the deep tank body 2. The high pressure flow 4 becomes a very powerful jet in each flow pipe 7, 7' and flows into the front drainage pool channel 8, 8'.
この高水圧流4の流れは、前方の広い排水プー
ル路8,8′が設けられており、該プール路8,
8′は該取水口6部に比べて気圧差が低い減圧部
であるから、その減圧部に向つて強烈な高速流と
なつて流動することになる。 The flow of this high water pressure stream 4 is carried out by a wide drainage pool path 8, 8' provided in front, and the pool path 8,
Since 8' is a decompression part where the pressure difference is lower than that of the water intake port 6, the water flows toward the depressurization part as an intense high-speed flow.
そして、該プール路8,8′に流れ込んだ水は、
各排水ダクト12,12′の開閉バルブ機構15,
15′の個所まで上昇し、バルブ閉鎖で上昇停止
状態を保持する。 The water flowing into the pool paths 8 and 8' is
Opening/closing valve mechanism 15 for each drainage duct 12, 12',
It rises to the point 15' and maintains the rising stopped state by closing the valve.
而るに、該プール路8,8′に流れ込んだ水が、
該ダクト12,12′を上昇する状態は、該ダク
ト12,12′は前記のとおり、その管内に対し
毛細管現象によつて急速吸上げをするための適切
な毛細材料9,9′を入れてなる相当数の毛細管
10,10′が集合結束されている管であるから、
その該毛細管10,10′による急速吸上げ作用
により、プールの溜水は一勢大量に吸上げられ、
一勢大量の排水状態を呈するため、減圧部である
該プール路8,8′に向つてその高水圧流4の流
込みは、その一勢大量の排水状態により一段と急
速を増す。 However, the water flowing into the pool channels 8 and 8'
The state in which the ducts 12, 12' are ascended is as described above, when the ducts 12, 12' are filled with a suitable capillary material 9, 9' for rapid suction by capillary action. Since it is a tube in which a considerable number of capillary tubes 10, 10' are bundled together,
Due to the rapid suction action of the capillary tubes 10 and 10', a large amount of pool water is sucked up,
Since a large amount of water is being drained, the flow of the high water pressure stream 4 toward the pool passages 8, 8', which are pressure reducing parts, becomes even more rapid due to the large amount of water being drained.
そこで、発電を開始する場合は、該バルブ機構
15,15′のバルブを開ければ、毛細管現象に
よる一勢大量の吸上げ排水は、コンプレツサー1
1,11′の軽い助勢力により、喫水線K上から
深槽体2内に対し非常に速く排水循環され続ける
ことになる結果、その非常に速い排水循環によつ
て、該取水口6からの高水圧流4は、気圧差のあ
る該プール路8,8′に向つてより速い急流の高
速水流となつて流動管路7,7′を流れ続けるこ
とになる。 Therefore, when starting power generation, by opening the valves of the valve mechanisms 15 and 15', a large amount of waste water is sucked up by capillary action and is transferred to the compressor 1.
As a result of the light assisting forces of 1 and 11', the water continues to be circulated from above the waterline K into the deep tank body 2 very quickly. The hydraulic flow 4 continues to flow through the flow conduits 7, 7' as a faster rapid water stream toward the pool conduits 8, 8' where there is a pressure difference.
この結果、この高速水流により該管路7,7′
内のタービン14,14′がより速く回し続けら
れて、一段と強力な水力発電が持続されることに
なり、強力な高速水流エネルギーが電気エネルギ
ーに換えられて発電装置13,13′により充電
が行われることになる。 As a result, this high-speed water flow causes the pipes 7 and 7' to
The turbines 14 and 14' in the inner chamber continue to rotate faster, sustaining even more powerful hydroelectric power generation, and the powerful high-speed water flow energy is converted into electrical energy and charged by the generators 13 and 13'. You will be killed.
そして、タービン14,14′を回し終えた高
速水流は該プール路8,8′から集合毛細管機構
による前記一勢大量の急速排水のもとに深槽体2
に循環され続ける。なお、この排水は一勢大量の
急速の毛細管吸上げのため、コンプレツサーによ
る排水助勢は非常に僅少な電力で済むことにな
り、その分だけ電力節減となつて経済的となる。 After the turbines 14 and 14' have been rotated, the high-speed water flow is discharged from the pool passages 8 and 8' into the deep tank body 2 through the rapid drainage of a large amount by the collecting capillary mechanism.
continues to be circulated. Furthermore, since a large amount of this wastewater is rapidly sucked up by capillary tubes, assisting drainage by the compressor requires only a very small amount of electric power, and the electric power is saved by that much, which is economical.
而して、該取水口6から高水圧流4が流れ込
み、それが毛細管現象に係る排水ダクト12,1
2′の一勢大量の排水が行われ続けるサイクル運
動が続く限り、より速に高速水流によるタービン
14,14′の回動が行われることになつて、先
行発明のものよりも一層強力な自家発電が得られ
ることになる。 Then, the high water pressure flow 4 flows from the water intake port 6, and it flows into the drainage ducts 12, 1 due to capillary action.
As long as the cyclic motion in which a large amount of water is continuously discharged continues, the turbines 14, 14' are rotated more rapidly by the high-speed water flow, and the self-driving system is more powerful than that of the prior invention. This will result in power generation.
これにより、ダムやプール、水槽を溜水地1と
して利用する場合は、ビル、家庭用、工場用にお
ける経済的な自家発電装置となるし、船の場合は
発電航行ができることになる。 As a result, when a dam, pool, or water tank is used as the water storage area 1, it becomes an economical private power generation device for buildings, homes, and factories, and in the case of a ship, it becomes possible to sail on electricity.
次に発電を停止させる場合は、排水コンプレツ
サー11,11′の機能停止と共に、バルブを閉
れば、排水作用が止まるから、該取水口6からの
流れが止まり、発電は停止される。 Next, when power generation is to be stopped, the drainage compressors 11, 11' are stopped and the valve is closed, thereby stopping the drainage action, stopping the flow from the water intake port 6, and stopping power generation.
以上により、本発明は、深い溜水地1に対して
沈下させる深槽体2の底面部3の流入取水口6か
らの高水圧流4の噴流循環を利用して、高電気エ
ネルギーを発生供給する自家発電装置を提供でき
る上に、その発電能力を、毛細管現象に係る排水
ダクト機構の装備をもつて、一勢大量の排水循環
を図つて、その循環スピードを非常にアツプさせ
て、非常に強力アツプさせ得て、より高電気エネ
ルギーの発生供給を確実ならしめ、更に排水助勢
力を最小力で済ませて、その分だけ省力経済性の
よい画期的な沈下式水圧利用の発電装置が提供で
き、その結果、小エネルギーで大きな電力を得
て、産業電力その他一般家庭の発電や大船動力エ
ネルギー供給に活用でき得て便利である等の多大
な効果がある。 As described above, the present invention generates and supplies high electrical energy by utilizing the jet circulation of the high water pressure flow 4 from the inflow water intake port 6 of the bottom part 3 of the deep tank body 2 that is submerged in the deep reservoir 1. In addition to being able to provide a private power generation device that does We provide an innovative submerged water pressure power generation device that can generate more powerful electricity, ensure the generation and supply of higher electrical energy, and minimize the need for drainage aiding force, resulting in better labor-saving and economical efficiency. As a result, a large amount of electric power can be obtained with a small amount of energy, and it can be conveniently used for industrial power generation, general household power generation, and large ship power energy supply, and has great effects.
図面は本発明の実施例を示すもので、第1図は
本発明装置の配置を示す縦断正面図の概念図、第
2図は同じく配置を示す深槽体底面部の平面概念
図、第3図は大船の場合の実施他例の設置概念図
である。
1……溜水地、2……深槽体、4……高水圧
流、6……流入取水口、7,7′……流動管路、
8,8′……排水プール路、9,9′……毛細材
料、10,10′……毛細管、11,11′……排
水コンプレツサー、12,12′……排水ダクト、
13,13′……発電装置、14,14′……ター
ビン、15,15′……開閉バルブ機構。
The drawings show an embodiment of the present invention, and FIG. 1 is a conceptual longitudinal sectional front view showing the arrangement of the device of the invention, FIG. 2 is a conceptual plan view of the bottom of the deep tank body, and FIG. The figure is an installation conceptual diagram of another example of implementation in the case of a large ship. 1... Reservoir, 2... Deep tank body, 4... High pressure flow, 6... Inflow water intake, 7, 7'... Flow pipe,
8, 8'... Drain pool channel, 9, 9'... Capillary material, 10, 10'... Capillary tube, 11, 11'... Drain compressor, 12, 12'... Drain duct,
13, 13'... Power generation device, 14, 14'... Turbine, 15, 15'... Opening/closing valve mechanism.
Claims (1)
水深の溜水地に沈下させる深槽体の底面部に、高
水圧流が流入するに適する相当な広径の流入取水
口を開口せしめ、該取水口から深槽体内部に対
し、高水圧流が噴流となつて流動する所要数の流
動管路を連通し、該管路の前方個所に排水プール
路を設けて、該プール路から溜水地の喫水線上に
かけて、集合毛細管と排水助勢の排水コンプレツ
サー装備により集合毛細管現象をもつて一勢大量
にスピード排水ができる排水ダクトを配管開通せ
しめ、該流動管路の外部に発電装置を設置して、
そのタービンを高水圧流で回動するよう該管路内
に内設し、該ダクトの適当位置に開閉バルブ機構
を取付けて、深槽体の底部取水口からの水流循環
に係る強力な高水圧流エネルギーを利用して発電
を行うことを特徴とする沈下式水圧利用の発電装
置。1. A water intake port with a fairly wide diameter suitable for the inflow of high water pressure flow is opened at the bottom of a deep tank body to be sunk into a deep water reservoir in a water storage dam, water tank, pool, sea, etc. A required number of flow pipes through which high-pressure water flows as jets are communicated from the mouth to the inside of the deep tank body, and a drainage pool route is provided in front of the pipes, and a drainage pool route is provided from the pool route to the reservoir. A drainage duct is opened above the water line, which is equipped with a collecting capillary and a drainage compressor to assist drainage, and is capable of quickly discharging a large amount of water using the collecting capillary phenomenon, and a power generation device is installed outside the flow pipe.
The turbine is installed inside the pipe so that it rotates with high water pressure flow, and an on-off valve mechanism is installed at an appropriate position in the duct to generate powerful high water pressure related to water flow circulation from the bottom water intake of the deep tank body. A submerged water pressure power generation device that uses flow energy to generate power.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59268121A JPS61145374A (en) | 1984-12-19 | 1984-12-19 | Sinking type generating device utilizing water pressure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59268121A JPS61145374A (en) | 1984-12-19 | 1984-12-19 | Sinking type generating device utilizing water pressure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61145374A JPS61145374A (en) | 1986-07-03 |
| JPS6367030B2 true JPS6367030B2 (en) | 1988-12-22 |
Family
ID=17454178
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP59268121A Granted JPS61145374A (en) | 1984-12-19 | 1984-12-19 | Sinking type generating device utilizing water pressure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61145374A (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6350676A (en) * | 1986-08-18 | 1988-03-03 | Noboru Nishimori | Seawater power generation by use of ship |
| JP4596338B2 (en) * | 2009-02-23 | 2010-12-08 | 元 井嶋 | Self-sinking submersible hydraulic power generator with water purification function |
| JP5030007B1 (en) * | 2011-03-10 | 2012-09-19 | 晴勇 島 | Seawater pressure high-pressure jet generator |
| WO2019012338A1 (en) * | 2017-07-09 | 2019-01-17 | Shabanpour Haghighi Sajad | Energy production device with capillary characteristic and gravity force |
-
1984
- 1984-12-19 JP JP59268121A patent/JPS61145374A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61145374A (en) | 1986-07-03 |
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