JPS622151B2 - - Google Patents
Info
- Publication number
- JPS622151B2 JPS622151B2 JP55079456A JP7945680A JPS622151B2 JP S622151 B2 JPS622151 B2 JP S622151B2 JP 55079456 A JP55079456 A JP 55079456A JP 7945680 A JP7945680 A JP 7945680A JP S622151 B2 JPS622151 B2 JP S622151B2
- Authority
- JP
- Japan
- Prior art keywords
- wave
- power generation
- levee body
- paraboloid
- waves
- 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
- 238000010248 power generation Methods 0.000 claims description 28
- 230000000694 effects Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000003321 amplification Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000003199 nucleic acid amplification method Methods 0.000 description 1
- 238000005381 potential energy Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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】
<産業上の利用分野>
この発明は海岸に設置する波力発電施設のため
の波高増幅を目的とした堤体ユニツト及び堤体シ
ステムに係り、海岸に放物面等よりなる波を反射
収斂させる不透過性堤体を設けてなる波力発電用
反射収斂堤に関するものである。[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to an embankment unit and an embankment system for the purpose of amplifying wave height for wave power generation facilities installed on the coast. The present invention relates to a reflecting and converging levee for wave power generation, which is provided with an impermeable levee body that reflects and converges waves.
<従来の技術>
海岸へ打寄せる波のエネルギーは莫大であるが
これを発電に利用するとなると波高1〜2m以上
の波しか対象にならないのが現状である。一方、
通常海岸へ打寄せる波の波高は、0.5〜2.0m程度
であり、海が荒れたときに2m以上の波高が発生
する程度である。<Prior Art> The energy of waves hitting the coast is enormous, but currently, when this is to be used for power generation, only waves with a wave height of 1 to 2 meters or more can be used. on the other hand,
Normally, the height of waves that hit the coast is about 0.5 to 2.0 m, and when the sea is rough, wave heights of 2 m or more occur.
従つて、現段階では海岸に設置する波力発電施
設に利用可能な波エネルギーは極めてわずかで定
常的な波力発電は不可能とされていた。 Therefore, at this stage, the amount of wave energy that can be used in wave power generation facilities installed on the coast is extremely small, and steady wave power generation is considered impossible.
一方、暴風時等には過大な波高の波が発生し、
発電施設の損傷をもたらす可能性があつた。従つ
て、この場合は波をさえぎり発電施設を保護する
必要があり、施設費用が莫大である等の問題があ
つた。このように波高が小さすぎたり過度に大き
かつたりする波を除くと、波の潜在エネルギーが
莫大であるにもかかわらず利用できる波高範囲は
極くわずかにならざるを得なかつた。 On the other hand, during storms, waves of excessive wave height occur,
There was a possibility of damage to the power generation facility. Therefore, in this case, it was necessary to protect the power generation facility by blocking the waves, which caused problems such as the enormous cost of the facility. If waves with wave heights that are too small or too large are removed, the usable wave height range becomes extremely small, despite the enormous potential energy of waves.
そこで従来は海域の所定範囲を堤体で囲み、沖
側の堤体の開口部より波を入射させ、堤体内の海
水を副振動させ、波高の増幅をはかるとともに、
開口部を小さくすることで、暴風時の過大な波高
に対する発電施設の保護をはかる堤体ユニツトな
どが使用されていた。 Conventionally, a predetermined area of the ocean area is surrounded by an embankment body, and waves are made to enter from the opening of the embankment body on the offshore side, causing secondary vibrations in the seawater inside the embankment body to amplify the wave height.
Embankment units were used to protect power generation facilities from excessive wave heights during storms by making the openings smaller.
<発明が解決しようとする問題点>
しかしながら、上記のような堤体ユニツトは堤
体の開口部を小さくすると、海岸へ打寄せる波の
一部しか利用できないという根本的な問題点や、
広大な海域を堤体で囲むための経費がかかりす
ぎ、しかも海域の沖側は水深も深くなるため堤体
設置には莫大な経費がかかるなどの実用上の問題
点を有していた。<Problems to be solved by the invention> However, the above-mentioned embankment unit has a fundamental problem that if the opening of the embankment is made small, only a part of the waves hitting the shore can be used.
There were practical problems, such as the cost of enclosing a vast ocean area with an embankment, and the fact that the offshore side of the ocean area was also deeper, so installing an embankment required a huge amount of money.
<問題点を解決するための手段>
この発明は、上述した事情に基づいてなされた
ものであり、海岸に沿つて海側にその沖側面に波
の入射方向に向つて波を反射収斂させる不透過性
の放物面を形成する反射収斂堤体を設け、その放
物面の焦点にあたる点で入射波と反射波或いは反
射波相互の重複により波高の増幅をはかるととも
に、上記反射収斂堤体の沖側に波の入射方向を横
断して透過性堤体を設置し、平常時の入射波は抵
抗なく通過させ、暴風時の入射波は過大な波高を
減少させて上記不透過性堤体に到達せしめる。ま
た、上記透過性堤体は平常時の入射波に対してこ
の堤体と不透過性堤体との間に副振動を助長し、
また沖合からの入射波の卓越周期を選択的に通過
し、これからはずれた周期の入射波をさえぎる作
用をする。このため重複波、副振動に不規則性が
介入することが少なくなり、しかも入射波と反射
波による波高の増幅効果を大きく利用できるか
ら、この上記反射収斂堤体と上記透過性堤体間の
上記放物面の焦点位置に波力発電装置を設置すれ
ば、効率のよい発電が行われるものである。<Means for Solving the Problems> The present invention has been made based on the above-mentioned circumstances, and is based on the above-mentioned circumstances. A reflecting converging dam forming a transparent paraboloid is provided, and the wave height is amplified by the incident wave and the reflected wave or mutual overlap of the reflected waves at the focal point of the paraboloid. A permeable levee body is installed on the offshore side across the direction of wave incidence, allowing waves incident during normal times to pass through without resistance, and waves incident during storms to reduce excessive wave height and pass through the impermeable levee body. reach it. In addition, the permeable levee body promotes secondary vibration between the levee body and the impermeable levee body in response to incident waves during normal times,
It also selectively passes through the predominant period of the incident wave from offshore and blocks incident waves with a period that deviates from this. As a result, irregularities are less likely to intervene in overlapping waves and secondary vibrations, and the wave height amplification effect of incident waves and reflected waves can be greatly utilized. If a wave power generation device is installed at the focal point of the paraboloid, efficient power generation will be achieved.
<実施例>
以下、この発明による実施例を添付した図面に
基づいて具体的に説明する。第1図ないし第2図
はこの発明の堤体ユニツトの配置を示す平面図及
びA−A断面図であり、海岸の海側にはその沖側
面に波の入射方向に向つて不透過性の放物面2a
を形成する反射収斂堤体2が設置され、反射収斂
堤体2の沖側にはフイルター効果を有する透過性
堤体1が波の入射方向を横断して設置されてい
る。また、反射収斂堤体2と透過性堤体1間の上
記放物面2aの焦点位置には、波力発電装置3が
設置されている。ここで、波長Lの沖波はフイル
ター効果を有する透過性堤体1を経て入射波とし
て反射収斂堤体2へ進入し、この反射収斂堤体2
の放物面2aに反射してその焦点へ反射波が集中
する。これにより入射波と反射波による重複波が
発生して上記放物面2aの焦点付近は波のエネル
ギーの集中により波高が増幅される。この海面の
上下運動を利用することにより、沖波をそのまま
利用するよりも有効な波エネルギーの利用が可能
であり、上記放物面2aの焦点位置に波力発電装
置3を設置すれば効果的に波エネルギーを電気エ
ネルギーに変換できるものである。第2図は上述
の説明による重複波の状況を示してある。<Example> Hereinafter, an example according to the present invention will be specifically described based on the attached drawings. Figures 1 and 2 are a plan view and an A-A sectional view showing the arrangement of the embankment body unit of the present invention. Paraboloid 2a
A reflective converging levee body 2 that forms a wave is installed, and a transparent levee body 1 having a filter effect is installed on the offshore side of the reflective converging levee body 2, crossing the wave incident direction. Furthermore, a wave power generation device 3 is installed at the focal point of the paraboloid 2a between the reflective converging levee body 2 and the transparent levee body 1. Here, the offshore wave of wavelength L enters the reflective converging levee body 2 as an incident wave through the transparent levee body 1 having a filter effect, and the reflective converging levee body 2
The reflected wave is reflected by the paraboloid 2a and concentrated at its focal point. As a result, overlapping waves are generated by the incident wave and the reflected wave, and the wave height is amplified near the focal point of the paraboloid 2a due to concentration of wave energy. By utilizing this vertical movement of the sea surface, it is possible to use wave energy more effectively than by using offshore waves as they are, and by installing the wave power generation device 3 at the focal point of the paraboloid 2a, it is possible to use the wave energy more effectively. It can convert wave energy into electrical energy. FIG. 2 shows the situation of overlapping waves according to the above explanation.
ここで、上記反射収斂堤体2の構造は従来海岸
に設置される防波堤、護岸の構造体と同様である
が、自然条件、施工条光、経済性、社会条件など
により直立堤体、混成堤体、鋼矢板堤体等を採用
することが可能である。また、この発明による透
過性堤体1と反射収斂堤体2と波力発電装置3と
の関係は第1図の如く設置されることが望まし
く、実験によつて確認されている。すなわち、透
過性堤体1の海岸側面の中心部1aが反射収斂堤
体2の放物面2aの中心部2bと沖側の波長Lに
相当する間隔を維持して設置され、波力発電装置
3が反射収斂堤体2の放物面2aの中心部2bと
透過性堤体1の海岸側面の中心部1aとから等距
離の地点に設置されることが望ましく、また反射
収斂堤体2の長さは沖波の波長Lの2倍の長さに
されることが望ましい。 Here, the structure of the reflecting and converging levee body 2 is similar to the structures of breakwaters and seawalls conventionally installed on the coast, but depending on natural conditions, construction conditions, economic efficiency, social conditions, etc. It is possible to adopt a steel sheet pile embankment body, etc. Further, the relationship among the transparent embankment body 1, reflective convergence embankment body 2, and wave power generation device 3 according to the present invention is preferably installed as shown in FIG. 1, and this has been confirmed through experiments. That is, the center part 1a of the shore side surface of the transparent embankment body 1 is installed with a distance corresponding to the wavelength L on the offshore side from the center part 2b of the paraboloid 2a of the reflective convergent embankment body 2, and the wave power generation device is 3 is preferably installed at a point equidistant from the center 2b of the paraboloid 2a of the reflective convergent levee body 2 and the center 1a of the coastal side of the permeable levee body 1. The length is preferably twice the wavelength L of the offshore waves.
また、発電施設全体の低コスト化のためには水
深を浅くとり鋼矢板堤体等の簡単な構造で反射収
斂堤体2とするのが望ましいが、静隠海域の確保
や背後地の保全との多目的利用においては反射収
斂堤体2の構造形式、コストは別の観点より検討
されることにより発電施設全体のコストに占める
反射収斂堤体のコストを僅少にでき、発電コスト
を低く抑えることができる。 In addition, in order to reduce the cost of the entire power generation facility, it is desirable to make the water depth shallow and use a simple structure such as a steel sheet pile levee body as a reflective convergence levee body 2, but it is necessary to secure a quiet and hidden sea area and preserve the hinterland. In multi-purpose use, the structural type and cost of the reflective converging levee body 2 can be considered from a different perspective, so that the cost of the reflective converging levee body can be minimized in the total cost of the power generation facility, and power generation costs can be kept low. can.
一方、透過性堤体1については卓越周期をもつ
た波に対して抵抗が少なく、反面暴風時の波高現
象のために強靭な構造である必要から必ずしも一
定のものが適用されるわけではなく、第2図に示
す如く主として平均海面上に水平板を有する水平
板式堤体も一例として考えられる。 On the other hand, the permeable embankment body 1 has low resistance to waves with a predominant period, but on the other hand, it is not necessarily applicable because it needs to have a strong structure due to the wave height phenomenon during stormy winds. As shown in FIG. 2, a horizontal plate embankment having horizontal plates mainly above the mean sea level can also be considered as an example.
第3図ないし第4図はこの発明の反射収斂堤体
を海岸線に平行に連続して設置し発電能力の増大
とともに静穏海域の確保や背後地保全などの多目
的利用をはかつた実施態様である。すなわち、波
エネルギーは1メートル当り数キロワツト〜数10
キロワツト(KW)と想定されており、そこで、
現段階での電気エネルギーへの変換効率を0.1〜
0.3程度と想定するとこれを海岸線に沿つて1キ
ロメートル設置すれば500〜5000KW、10キロメ
ートル設置すれば5000〜50000KWの出力が得ら
れるものである。 Figures 3 and 4 show an embodiment in which reflective convergence levees of the present invention are installed continuously parallel to the coastline to increase power generation capacity and to be used for multiple purposes such as securing a calm sea area and protecting the hinterland. . In other words, the wave energy ranges from several kilowatts to several tens of kilowatts per meter.
Kilowatts (KW), where:
The current conversion efficiency to electrical energy is 0.1~
Assuming a power output of about 0.3, if installed 1 km along the coastline, an output of 500 to 5000 KW can be obtained, and if installed 10 km, an output of 5000 to 50000 KW can be obtained.
<発明の効果>
以上詳細に説明したように、この発明は透過性
堤体と反射収斂堤体と波力発電装置との上記のよ
うな組合せによつて、海岸へ打寄せる波のエネル
ギーを最大限に利用した簡単な構造の波力発電施
設を提供するものである。従つて、上記波力発電
施設の経済的建設が可能となり、無公害発電、無
資源発電に大いに貢献するとともに、静穏海域の
確保や背後地の多目的利用等沿岸開発を促進し、
建設産業に寄与するという著しい効果を奏するも
のである。<Effects of the Invention> As explained in detail above, the present invention maximizes the energy of waves hitting the coast by using the above-mentioned combination of a transparent embankment body, a reflective convergence embankment body, and a wave power generation device. The purpose of this project is to provide a wave power generation facility with a simple structure that can be used for limited use. Therefore, the above-mentioned wave power generation facilities can be economically constructed, greatly contributing to pollution-free and resource-free power generation, and promoting coastal development such as securing calm sea areas and multipurpose use of the hinterland.
This has the remarkable effect of contributing to the construction industry.
第1図はこの発明による一実施例を示す堤体ユ
ニツトの平面配置図、第2図は第1図のA−A線
断面図、第3図ないし第4図はこの発明による堤
体ユニツトを連続配置した平面図である。
1……透過性堤体、1a……透過性堤体の海岸
側面の中心部、2……反射収斂堤体、2a……放
物面、2b……放物面の中心部、3……波力発電
装置。
FIG. 1 is a plan layout diagram of an embankment unit according to an embodiment of the present invention, FIG. 2 is a sectional view taken along line A-A in FIG. 1, and FIGS. It is a top view of continuous arrangement. DESCRIPTION OF SYMBOLS 1... Permeable embankment body, 1a... Center part of the coast side of the permeable embankment body, 2... Reflective convergence embankment body, 2a... Paraboloid, 2b... Center part of the paraboloid, 3... Wave power generation device.
Claims (1)
方向に向つて不透過性の放物面を形成して該放物
面の焦点に反射波を反射させてなる反射収斂堤体
と、該反射収斂堤体の沖側に波の入射方向を横断
して設置され入射波を透過させてなる透過性堤体
と、上記反射収斂堤体と上記透化性堤体間の上記
放物面の焦点位置に設置され該焦点位置の波高が
上記反射波と上記入射波の重複により増幅される
波力発電装置とから構成されることを特徴とする
波力発電用反射収斂堤。 2 上記透過性堤体の海岸側面の中心部が上記反
射収斂堤体の上記放物面の中心部と沖波の波長に
相当する間隔を維持して設置されたことを特徴と
する特許請求の範囲第1項記載の波力発電用反射
収斂提。 3 上記波力発電装置が上記反射収斂堤体の上記
放物面の中心部と上記透過性堤体の海岸側面の中
心部とから等距離の地点に設置されたことを特徴
とする特許請求の範囲第1項記載の波力発電用反
射収斂堤。[Claims] 1. It is installed on the sea side of the coast, and an impermeable paraboloid is formed on the offshore side in the direction of wave incidence, and the reflected waves are reflected at the focal point of the paraboloid. a reflective convergent levee body; a transparent levee body installed on the offshore side of the reflective convergent levee body across the wave incident direction and that transmits incident waves; the reflective convergent levee body and the transparent levee body A reflector for wave power generation characterized by comprising a wave power generation device installed at a focal point of the paraboloid between the two and whose wave height at the focal point is amplified by the overlap of the reflected wave and the incident wave. Convergence levee. 2. Claims characterized in that the center of the shore side surface of the transparent levee body is installed with a distance corresponding to the wavelength of offshore waves from the center of the paraboloid of the reflective convergence levee body. Reflection convergence for wave power generation as described in item 1. 3. The above-mentioned wave power generation device is installed at a point equidistant from the center of the paraboloid of the reflective convergent dam and the center of the coastal side of the permeable dam. A reflecting convergence dam for wave power generation according to scope 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7945680A JPS575567A (en) | 1980-06-12 | 1980-06-12 | Reflective convergence bank for wave power generation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7945680A JPS575567A (en) | 1980-06-12 | 1980-06-12 | Reflective convergence bank for wave power generation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS575567A JPS575567A (en) | 1982-01-12 |
| JPS622151B2 true JPS622151B2 (en) | 1987-01-17 |
Family
ID=13690377
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7945680A Granted JPS575567A (en) | 1980-06-12 | 1980-06-12 | Reflective convergence bank for wave power generation |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS575567A (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2510941B2 (en) * | 1993-05-07 | 1996-06-26 | 株式会社テトラ | Water quality improvement system using long-period wave energy |
| AUPO361396A0 (en) * | 1996-11-14 | 1996-12-12 | Energetech Australia Pty Limited | Parabolic wave focuser & double ended aerofoil turbine |
| CN108867545A (en) * | 2018-07-24 | 2018-11-23 | 哈尔滨工程大学 | A kind of breakwater system of integrated oscillating water column and float power generation |
| CN109183709A (en) * | 2018-09-28 | 2019-01-11 | 大连理工大学 | Parabolic type wave energy utilizes formula breakwater |
| WO2020062007A1 (en) * | 2018-09-28 | 2020-04-02 | 大连理工大学 | Parabolic breakwater utilizing wave energy |
| CN109268196B (en) * | 2018-11-21 | 2024-06-07 | 江苏科技大学 | Floating wave-gathering reflection multistage wave gathering system |
| CN116816579B (en) * | 2023-08-24 | 2023-11-07 | 华南理工大学 | Multiple wave-collecting oscillation water column type wave energy power generation device array based on energy-collecting plate |
-
1980
- 1980-06-12 JP JP7945680A patent/JPS575567A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS575567A (en) | 1982-01-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| He et al. | An experimental study of a floating breakwater with asymmetric pneumatic chambers for wave energy extraction | |
| Zhou et al. | Wave attenuation and amplification by an abreast pair of floating parabolic breakwaters | |
| CN113668454B (en) | Multifunctional floating breakwater | |
| EP1518052A1 (en) | Oscillating water column wave energy converter incorporated into caisson breakwater | |
| JPS622151B2 (en) | ||
| Abdul Khader et al. | A study of submerged breakwaters | |
| CN211690177U (en) | Permeable combined breakwater | |
| Sundar et al. | Conceptual design of OWC wave energy converters combined with breakwater structures | |
| CN111441316A (en) | A combined system and working method for wave energy power generation and wave protection and slope protection | |
| WO1999002783A1 (en) | System for protecting coastal land from rise of surface of the sea | |
| CN111172940B (en) | A coastal protection submerged embankment that can utilize wave energy | |
| CN114960541B (en) | Comprehensive wave-proof type shore protection structure of sea-enclosing dyke | |
| Bruun et al. | The wave pump: conversion of wave energy to current energy | |
| US5558460A (en) | Apparatus for enhancing wave height in ocean waves | |
| JPS58214678A (en) | Collective device of wave energy | |
| JP2908718B2 (en) | Pendulum-type wave power generator attached to wave-breaking structure | |
| Sundar et al. | Wave energy convertors | |
| CN212641392U (en) | A combined system of wave energy generation and wave protection and slope protection | |
| CN216765739U (en) | Submerged dike | |
| CN110541411A (en) | A comb-type breakwater unit and system integrating various ocean energy power generation devices | |
| JPS6123323B2 (en) | ||
| CN208762949U (en) | A breakwater system integrating oscillating water column and float for power generation | |
| Carter | Small-scale transverse bars in Lough Neagh, Northern Ireland | |
| Durai Eswaran et al. | Study on Wave Amplification Using Circular and Elliptical Plates | |
| WO2025003726A1 (en) | Floating break water |