JPS6345508B2 - - Google Patents
Info
- Publication number
- JPS6345508B2 JPS6345508B2 JP57043402A JP4340282A JPS6345508B2 JP S6345508 B2 JPS6345508 B2 JP S6345508B2 JP 57043402 A JP57043402 A JP 57043402A JP 4340282 A JP4340282 A JP 4340282A JP S6345508 B2 JPS6345508 B2 JP S6345508B2
- Authority
- JP
- Japan
- Prior art keywords
- air
- fixed base
- wave
- exterior body
- air chamber
- 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
-
- 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
- F03B13/12—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy
- F03B13/14—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy
- F03B13/141—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy with a static energy collector
- F03B13/142—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy with a static energy collector which creates an oscillating water column
-
- 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
- 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】
この発明は浅海域あるいは地形等により波の入
射角が比較的狭い地点に設置され、波エネルギー
より動力を得る多方向波力変換装置に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a multidirectional wave power conversion device that is installed in shallow waters or at a point where the angle of incidence of waves is relatively narrow due to topography, etc., and obtains motive power from wave energy.
周知のように、浅海域においては海岸線よりの
吹送距離が短いため、この方向からの大きな風波
は発生せず、殆んど沖合よりの波浪によるもので
ある。一般に、この海域における波浪は水深線お
よび汀線との相関が強く、波向は等深線あるいは
汀線に直角方向付近に分布出現するものである。
また、内湾海域においても同様の現象が見られ
る。第1図はS港における波高と波向の相関図を
示すものである。波高は−14m波高計、波向はミ
リ波レーダを使用して測定したものである。尚、
実線Aは最大有義波高推定曲線、破線Bは汀線に
直角な方向を示すものである。 As is well known, in shallow waters, the distance from the coastline is short, so large wind waves do not occur from this direction, and most of the wind and waves are caused by waves from offshore. Generally, waves in this sea area have a strong correlation with the water depth line and the shoreline, and the wave direction appears in a direction perpendicular to the bathymetric line or the shoreline.
A similar phenomenon is also observed in the inner bay area. Figure 1 shows a correlation diagram between wave height and wave direction at Port S. The wave height was measured using a -14m wave height meter, and the wave direction was measured using a millimeter wave radar. still,
The solid line A indicates the maximum significant wave height estimation curve, and the broken line B indicates the direction perpendicular to the shoreline.
第2図は上記のような波向出現に対して堤体式
波力変換装置を設けた場合である。このような堤
体式の場合、堤体31の前方180゜以内の範囲の波
エネルギーしか捕捉できないばかりでなく、たと
え堤体31を最多出現波方向と直角に配置し、堤
体31の内部に設けられた空気室33と連通する
開口部32を最多出現波方向に向けたとしても、
さらに、波向性による波エネルギーの減少が10%
程度予測され、効率良く波エネルギーを取り出す
ことが困難である。 FIG. 2 shows a case where an embankment-type wave power conversion device is provided for the appearance of wave directions as described above. In the case of such an embankment body type, not only can wave energy be captured only within a range of 180° in front of the embankment body 31, but even if the embankment body 31 is arranged perpendicular to the direction of the most frequently occurring waves and is installed inside the embankment body 31. Even if the opening 32 that communicates with the air chamber 33 is oriented in the direction of the most frequently occurring waves,
Additionally, wave energy decreases by 10% due to wave directionality.
It is difficult to extract wave energy efficiently.
また、安全面において、堤体式の場合は波の廻
り込みが少ないため、堤体に多大な波力が作用す
る。したがつて、堤体を安定に設置するには波力
に対して堤体の体積あるいは重量を大きくしなけ
ればならず、また、その他構造物も強度を増さな
ければならないため不経済である。 In addition, in terms of safety, in the case of the embankment type, there is less waves going around, so a large amount of wave force acts on the embankment. Therefore, in order to install the dam body stably, it is necessary to increase the volume or weight of the dam body against the wave force, and the strength of other structures must also be increased, which is uneconomical. .
さらに、堤体式の場合設置場所が限定されると
ともに、堤体後方が内湾化されることによつて海
水が停滞し、海況、水質、海洋生物相など環境に
及ぼす影響が大きいものである。 Furthermore, in the case of an embankment type, the installation location is limited, and the back of the embankment is turned into an inward bay, which causes seawater to stagnate, which has a large impact on the environment, including sea conditions, water quality, and marine biota.
尚、第2図において、3,4は空気室33の内
部で発生された空気流により電力を発生する例え
ば空気タービン発電装置である。 In FIG. 2, numerals 3 and 4 are, for example, air turbine generators that generate electric power using the airflow generated inside the air chamber 33.
この発明は上記事情に基づいてなされたもの
で、その目的とするところは波動エネルギーを空
気流に変換する複数の空気室をほぼ最多波高方向
を中心として波の進行方向に略円弧状に配置する
ことにより、波向分布に対応して極めて効率良く
波エネルギーを取り出すことが可能であるととも
に、海洋環境に及ぼす影響が極めて少ない多方向
波力変換装置を提供しようとするものである。 This invention was made based on the above-mentioned circumstances, and its purpose is to arrange a plurality of air chambers that convert wave energy into airflow in a substantially arc shape in the direction of wave propagation centered on the direction of the maximum wave height. By doing so, the present invention aims to provide a multidirectional wave power conversion device that is capable of extracting wave energy extremely efficiently in accordance with wave direction distribution and has extremely little impact on the marine environment.
以下、この発明の一実施例について図面を参照
して説明する。 An embodiment of the present invention will be described below with reference to the drawings.
第3図,第4図において、41は海中に設置さ
れ、内部に砂等の重量物が収納された略円柱状の
固定台である。この固定台41にはこれと偏心し
て外装体42が設けられ、この外装体42により
固定台41が覆われる。この外装体42と固定台
41の間には所定間隔離間して複数個の隔壁43
が設けられ、この隔壁43および固定台41、外
装体42により断面略扇形状の空気室44が複数
個形成される。なお、上記隔壁43は、固定台4
1の基部表面にまで延在されている。この空気室
44は最多波向方向(第4図に矢印Cで示す)を
中心として波の進行方向に最大容積のものから順
次略円弧状となるよう配設される。この空気室4
4は外装体42の下端部に設けられた開口部45
により海中と連通される。 In FIGS. 3 and 4, reference numeral 41 denotes a substantially cylindrical fixed base installed in the sea, with a heavy object such as sand stored inside. An exterior body 42 is provided on this fixed base 41 eccentrically thereto, and the fixed base 41 is covered by this exterior body 42 . A plurality of partition walls 43 are provided between the exterior body 42 and the fixed base 41 at a predetermined distance.
A plurality of air chambers 44 each having a generally fan-shaped cross section are formed by the partition wall 43, the fixing base 41, and the exterior body 42. Note that the partition wall 43 is connected to the fixed base 4
1 to the base surface of 1. The air chambers 44 are arranged in a substantially arc-shaped manner sequentially in the direction of wave propagation, starting from the one with the largest volume, centered on the direction of the largest number of waves (indicated by arrow C in FIG. 4). This air chamber 4
4 is an opening 45 provided at the lower end of the exterior body 42
It is connected to the ocean by.
一方、前記固定台41の上面部には略同心円状
に隔壁46,47,48が設けられ、固定台41
の上面に前記空気室45と分離された空気槽49
が設けられる。前記隔壁47の上方に位置する外
装体42には隔壁47に分離され、前記空気室4
4と連通される吸排気孔50および空気槽49と
連通される吸気孔51がそれぞれ設けられる。ま
た、前記隔壁48にはそれぞれ空気室44に対応
して往復流タービン52が設けられ、このタービ
ン52の回転軸53は隔壁47を貫通されて前記
隔壁46に設けられた空気圧縮機54にそれぞれ
連結される。前記タービン52は空気室44内の
波動の変化(図示点線の矢印)によつて生ずる空
気室44と吸排気孔50間の空気流(図示実線の
矢印)により一定方向に回転される。この回転力
は回転軸53を介して空気圧縮機54に伝達さ
れ、この圧縮機54により前記吸気孔51から外
気が取り入れられる。この外気は逆止弁55を介
して前記空気槽49に蓄積される。この空気槽4
9の中央部には同心円状に隔壁56が設けられ、
この隔壁56には所定間隔あけて流量調整弁5
7,ノズル58が設けられる。この隔壁57の内
部には主空気タービン59が設けられ、このター
ビン59は回転軸60によつて固定台41に設け
られた発電機61に連結される。前記主空気ター
ビン59には流量調整弁57を介して空気槽49
内の平滑且つ圧縮された空気が供給され、この空
気によりタービン59が駆動される。しかして、
発電機61によつて発電が行なわれ、また、隔壁
56内に供給された空気は排気孔62より外部に
排出される。尚、63は外装体49に設けられた
空気槽49の安全弁であり、64は固定台41の
上部且つ外装体42と隔壁46間に円弧状に設け
られた砂等の重量物である。さらに、この装置全
体は海底において、基礎栗石65上に固定され、
外装体42の周囲に位置する栗石65上には根固
めブロツク66が敷かれる。 On the other hand, partition walls 46, 47, and 48 are provided on the upper surface of the fixed base 41 in a substantially concentric manner, and the fixed base 41
An air tank 49 separated from the air chamber 45 on the upper surface of the
is provided. The exterior body 42 located above the partition wall 47 is separated by the partition wall 47, and the air chamber 4 is separated from the partition wall 47.
An intake/exhaust hole 50 communicating with air tank 4 and an intake hole 51 communicating with air tank 49 are provided, respectively. Further, a reciprocating flow turbine 52 is provided in each of the partition walls 48 corresponding to the air chamber 44, and a rotating shaft 53 of the turbine 52 passes through the partition wall 47 and is connected to an air compressor 54 provided in the partition wall 46, respectively. Concatenated. The turbine 52 is rotated in a fixed direction by an air flow between the air chamber 44 and the intake/exhaust hole 50 (solid line arrows in the figure) generated by changes in wave motion within the air chamber 44 (dotted line arrows in the figure). This rotational force is transmitted to the air compressor 54 via the rotating shaft 53, and the compressor 54 takes in outside air from the intake hole 51. This outside air is accumulated in the air tank 49 via the check valve 55. This air tank 4
A partition wall 56 is provided concentrically in the center of 9.
This partition wall 56 is provided with a flow rate regulating valve 5 at a predetermined interval.
7. A nozzle 58 is provided. A main air turbine 59 is provided inside this partition wall 57, and this turbine 59 is connected by a rotating shaft 60 to a generator 61 provided on a fixed base 41. The main air turbine 59 is connected to an air tank 49 via a flow rate regulating valve 57.
Smooth and compressed air inside is supplied, and the turbine 59 is driven by this air. However,
Electric power is generated by the generator 61, and the air supplied into the partition wall 56 is exhausted to the outside through the exhaust hole 62. In addition, 63 is a safety valve of the air tank 49 provided in the exterior body 49, and 64 is a heavy object such as sand provided in an arc shape on the upper part of the fixed base 41 and between the exterior body 42 and the partition wall 46. Furthermore, this entire device is fixed on the foundation stone 65 on the seabed,
A foot protection block 66 is laid on the chestnut stones 65 located around the exterior body 42.
上記構成によれば、空気室44を最多波高方向
を中心として波の進行方向に略円弧状に配置し、
しかも、空気室44の容積を最多波向方向中心部
から次第に小さくしている。このため、各空気室
44ではそれぞれ波向および波高に応じて波エネ
ルギーを効率的に空気エネルギーに変換すること
が可能である。 According to the above configuration, the air chambers 44 are arranged in a substantially arc shape in the wave traveling direction with the maximum wave height direction as the center,
In addition, the volume of the air chamber 44 is gradually reduced from the center in the direction of the highest number of waves. Therefore, each air chamber 44 can efficiently convert wave energy into air energy depending on the wave direction and wave height.
また、この装置の外装体42は外周面が円柱形
状であるため、波が側方へ廻り込むことが可能で
ある。したがつて、外装体42が受ける波力は外
装体42の直径と前述した堤体の長さが等しい場
合、堤体が受ける波力より小さくなる。しかも、
固定台41と外装体42は偏心して設けられ、固
定台41が外装体42に対して波の進行方向後方
に位置されている。したがつて、装置全体を最も
波エネルギーの大きな方向に対して安全に保持す
ることが可能であるとともに、この装置の安定化
に要する経費を削減することが可能である。 Furthermore, since the outer peripheral surface of the exterior body 42 of this device is cylindrical, waves can pass around to the sides. Therefore, the wave force that the exterior body 42 receives is smaller than the wave force that the exterior body 42 receives when the diameter of the exterior body 42 and the length of the aforementioned embankment body are equal. Moreover,
The fixed base 41 and the exterior body 42 are provided eccentrically, and the fixed base 41 is located behind the exterior body 42 in the direction of wave propagation. Therefore, it is possible to safely hold the entire device in the direction of the greatest wave energy, and it is also possible to reduce the cost required for stabilizing the device.
さらに、外装体42の外周面は円柱形状である
ため、この装置を所定間隔で多数設置した場合消
波効果が得られ、しかも、海水の停滞がないため
水質汚染や海洋生物に影響を与えることがない。 Furthermore, since the outer peripheral surface of the exterior body 42 is cylindrical, a wave-dissipating effect can be obtained when a large number of these devices are installed at predetermined intervals, and since there is no stagnation of seawater, there is no possibility of water pollution or affecting marine life. There is no.
また、固定台41上に、タービン52、空気圧
縮機54、主空気タービン59及び発電機61等
の波力変換に供する各種装置を設置するようにし
ているので、これら各種の装置をしつかりと確実
に取り付けることができ、構成が堅牢となつて実
用に供するものである。 In addition, various devices used for wave power conversion, such as a turbine 52, an air compressor 54, a main air turbine 59, and a generator 61, are installed on the fixed base 41. It can be installed reliably, has a robust structure, and is suitable for practical use.
なお、この発明は上記実施例に限定されるもの
ではなく、この外その要旨を逸脱しない範囲で
種々変形して実施することができる。 It should be noted that the present invention is not limited to the above-mentioned embodiments, and can be implemented with various modifications without departing from the gist thereof.
以上、詳述したようにこの発明によれば、波向
分布に対応して極めて効率良く波エネルギーを取
出すことが可能であるとともに、海洋環境に及ぼ
す影響が極めて少ない多方向波力変換装置を提供
できる。 As detailed above, according to the present invention, it is possible to extract wave energy extremely efficiently in accordance with wave direction distribution, and to provide a multidirectional wave power conversion device that has extremely little impact on the marine environment. can.
第1図はS港における波高と波向の相関を示す
図、第2図は従来の堤体式波力変換装置の一例を
示す概略構成図、第3図、第4図はこの発明に係
わる多方向波力変換装置の一実施例を示すもの
で、第3図は側断面図、第4図は第3図の上部断
面図である。
41……固定台、42……外装体、44……空
気室、45……開口部、49……空気槽、52…
…往復流タービン。
Fig. 1 is a diagram showing the correlation between wave height and wave direction at Port S, Fig. 2 is a schematic configuration diagram showing an example of a conventional embankment type wave power converter, and Figs. One embodiment of the directional wave force conversion device is shown, and FIG. 3 is a side sectional view, and FIG. 4 is a top sectional view of FIG. 3. 41... Fixed stand, 42... Exterior body, 44... Air chamber, 45... Opening, 49... Air tank, 52...
...reciprocating flow turbine.
Claims (1)
に固定された固定台と、この固定台の周側部を覆
う水平断面環状に形成され該固定台に対して略最
多波向方向に向かつて偏心され下端が水面下とな
るように設けられた外装体と、この外装体と前記
固定台との間に形成される中央部が広く両端部が
先細りとなつた円弧状空間を断面略扇形状の空気
室を形成するように区画し前記固定台の基部表面
まで延在している隔壁と、前記外装体の側壁外の
波力を前記略扇形の空気室内部に導く開口部と、
前記固定台上に設けられ前記複数の空気室と分離
されるとともに前記外装体の上部に形成された開
口部を介して外気と連通される空気槽と、前記固
定台上に前記複数の空気室にそれぞれ対応して設
けられ該空気室内部で発生された空気流で駆動さ
れて外気を前記空気槽内に送り込む装置と、前記
空気槽内部に設けられ前記装置によつて送り込ま
れた空気流を動力に変換する装置とを具備してな
ることを特徴とする多方向波力変換装置。1. A fixed base formed in the shape of a column with a circular horizontal cross section and whose lower end is fixed to the seabed, and a fixed base formed in a circular horizontal cross section that covers the peripheral side of this fixed base and facing approximately in the direction of the most frequent waves with respect to the fixed base. An arcuate space formed between an eccentric exterior body and the fixing base with its lower end below the water surface, which is wide in the center and tapered at both ends, is approximately fan-shaped in cross section. a partition wall partitioned to form an air chamber and extending to the base surface of the fixing base; and an opening that guides wave force outside the side wall of the exterior body into the substantially sector-shaped air chamber;
an air tank provided on the fixed base and separated from the plurality of air chambers and communicated with outside air through an opening formed in an upper part of the exterior body; a device provided corresponding to each of the air chambers and driven by the air flow generated inside the air chamber to send outside air into the air tank, and a device provided inside the air tank to send the air flow sent by the device. 1. A multidirectional wave power conversion device comprising: a device for converting power into power;
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57043402A JPS58160562A (en) | 1982-03-18 | 1982-03-18 | Multidirectional wave force converter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57043402A JPS58160562A (en) | 1982-03-18 | 1982-03-18 | Multidirectional wave force converter |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58160562A JPS58160562A (en) | 1983-09-24 |
| JPS6345508B2 true JPS6345508B2 (en) | 1988-09-09 |
Family
ID=12662769
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP57043402A Granted JPS58160562A (en) | 1982-03-18 | 1982-03-18 | Multidirectional wave force converter |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58160562A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0295111A (en) * | 1988-09-27 | 1990-04-05 | Sumitomo Electric Ind Ltd | Cable laying method and device |
| JPH049905A (en) * | 1989-12-21 | 1992-01-14 | Hughes Aircraft Co | Optical-fiber guide apparatus |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60242209A (en) * | 1984-05-15 | 1985-12-02 | Res Dev Corp Of Japan | Noise preventer serving as safety device in combination for littoral fixation type wave-power generation |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5219258A (en) * | 1975-08-05 | 1977-02-14 | Meidensha Electric Mfg Co Ltd | Method of preventing absorption of humidity for insulation cylinder at time of winding for electric induction apparatus |
| JPS53123342U (en) * | 1977-03-11 | 1978-09-30 |
-
1982
- 1982-03-18 JP JP57043402A patent/JPS58160562A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0295111A (en) * | 1988-09-27 | 1990-04-05 | Sumitomo Electric Ind Ltd | Cable laying method and device |
| JPH049905A (en) * | 1989-12-21 | 1992-01-14 | Hughes Aircraft Co | Optical-fiber guide apparatus |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58160562A (en) | 1983-09-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| AU2018214114B2 (en) | Coastal Protection and Wave Generation System | |
| US4221538A (en) | Rotary transducers | |
| US6472768B1 (en) | Hydrokinetic generator | |
| US3200255A (en) | Ocean wave electric generator | |
| EP0950812A2 (en) | Wave energy absorber of the oscillating water column type | |
| US7033111B2 (en) | Hydraulic power generating system | |
| US4464578A (en) | Wave energy converter | |
| CN106194558A (en) | Large-diameter cylindrical hollow embankment and oscillating water column wave energy power generation device | |
| JPS64597B2 (en) | ||
| JP2002529629A (en) | A caisson for absorbing wave energy | |
| JPS6345508B2 (en) | ||
| WO2026026639A1 (en) | Pneumatic wave-energy power-generation and breakwater system | |
| TW201636503A (en) | Coastal protection and wave energy generation system | |
| GB2425154A (en) | Wave powered turbine | |
| EP2848802B1 (en) | System for obtaining electrical energy from a wave motion | |
| KR101492768B1 (en) | Floating wave power generation device using the cross flow turbine | |
| JP2001020844A (en) | Tidal wave power generating method | |
| KR20200044521A (en) | Floating breakwater for generating wave power | |
| KR101257787B1 (en) | Wave Activated Generator for Ship | |
| JPS5844277A (en) | Omnidirectional wave force converter | |
| JPS59161504A (en) | Wave dissipater | |
| JPS6321742Y2 (en) | ||
| TWI322212B (en) | A multi-function sea wave piston type breakwater | |
| JP2013029087A (en) | Fixed type wave power generation system | |
| JPH0743974U (en) | A device that converts wave energy into rotational force to obtain a power source. |