JP2015010599A - Power generation facility structure using ocean heave - Google Patents
Power generation facility structure using ocean heave Download PDFInfo
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- JP2015010599A JP2015010599A JP2013147004A JP2013147004A JP2015010599A JP 2015010599 A JP2015010599 A JP 2015010599A JP 2013147004 A JP2013147004 A JP 2013147004A JP 2013147004 A JP2013147004 A JP 2013147004A JP 2015010599 A JP2015010599 A JP 2015010599A
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- Prior art keywords
- pass
- power generation
- revetment
- coast
- swell
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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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- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
- Revetment (AREA)
Abstract
Description
海洋に係る発電方式には温度差発電、潮流発電、波力発電等があるがそれぞれ特殊特性があるが常時あまり変化なく供給できるのは潮流発電方式と考えられる、この分野も実施段階に入ったと考えられるので波力発電方式を研究している段階であるが常時変化が大きく効率が良くない、そこで場所選定と無風状態でも大きいエネルギーを生ずる、海洋うねりを利用すれば常時安定した動力源が確保出来ると考え、うねり発電方式を開発した Ocean power generation methods include temperature difference power generation, tidal current power generation, wave power generation, etc., but each has its own special characteristics, but it is considered that tidal current power generation methods can always supply without much change. It is considered that the wave power generation method is being studied, but the change is always large and the efficiency is not good, so there is a large amount of energy even in the place selection and no wind condition. If ocean swell is used, a stable power source is always secured. Developed the swell power generation system
東日本大震災でみられるリアス式海岸の津波の高さの生ずる原因から人為的にリアス式海岸を構築して、海水を陸地高く導きその海水を動力源とすることは常時一定した効率の確保が難しいので無風状態でも大きなエネルギーを持つうねりを利用し発電源とすることを考えた Because it is difficult to ensure that the efficiency is always constant, it is difficult to construct a rias coast from the cause of the height of the tsunami on the rias coast seen in the Great East Japan Earthquake, and to guide the seawater to the land and use it as a power source. I thought about using swell with large energy as a power source.
海洋沖合で平均1m以上の波が生ずるものとして波力発電施設構造を考えたが平均的に波高さの確保が困難で採算面で問題ありと考えたThe wave power generation facility structure was considered as an average wave of 1 m or more offshore offshore, but it was difficult to secure the wave height on average, and there was a problem in profitability.
平均的波高さの確保は無風状態でも安全なうねりを利用する事が出来る方式とし、単一突堤でなく、複数の最小限ローマ字のw字型状湾を人為的に複数個所設けることにより採算面を解決する手段とした、設置場所は灘とゆう海城名の沿岸に設置することにより大きいエネルギーを持つ発電源であるうねりを湾毎に導く手段としたProfitability is ensured by ensuring that the average wave height can be used with safe swell even in windless conditions, and by artificially providing multiple w-shaped bays with a minimum of Roman letters instead of a single jetty. As a means to solve the problem, the installation location is a means to guide the swell, which is a power generation source with greater energy to be installed on the coast of Sakai and Yukai Castle name for each bay
ローマ字型状突堤のうねりに対する安全性は東日本大震災の陸地側最高波高さを考慮し、うねりの破壊力を考えp=3whにて安全性を確保し、波高さは湾の狭窄部と深浅とのポイントを把握しw湾延長を決定し陸側受水口の波高さを確保する実施形態The safety against the swell of the Roma-shaped jetty is based on the highest wave height on the land side of the Great East Japan Earthquake, considering the destructive power of the swell, and ensuring safety at p = 3wh. The wave height is between the narrow part and the shallow part of the bay. Embodiment which grasps point, decides w bay extension, and secures wave height of land side receiving mouth
実験の結果確実にうねりの方が波力より大きい受水高さを確保できるAs a result of the experiment, it is possible to ensure that the swell is higher than the wave power.
1.ローマ字w型状ケーソンタイプ護岸
2.袴付きケーソン
3.マウンド
4.犬走り
5.コンクリート躯体
6.コンクリート躯体出口5m
7.コンクリート躯体の海側海水入れ口幅20m
8.受水施設
9.張り石畳みw字湾内海底
10、躯体勾配
11、潮流
12、沿岸
13、コンクリート石張り
14、海底勾配
15、水路
16、落差発電設備
17、回転式発電設備
18、洗掘防止石畳み
19、防潮堤
20、逆流防止水門1. Roman letter w-shaped caisson-type revetment 1. 2. A caisson with a hook Mound 4. Dog running Concrete frame 6. Concrete frame exit 5m
7). 20m width of the sea side seawater inlet of the concrete frame
8). Receiving facilities 9. Upholstered stone pavement w-shaped
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2013147004A JP2015010599A (en) | 2013-06-27 | 2013-06-27 | Power generation facility structure using ocean heave |
Applications Claiming Priority (1)
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JP2013147004A JP2015010599A (en) | 2013-06-27 | 2013-06-27 | Power generation facility structure using ocean heave |
Publications (1)
Publication Number | Publication Date |
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JP2015010599A true JP2015010599A (en) | 2015-01-19 |
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Family Applications (1)
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JP2013147004A Pending JP2015010599A (en) | 2013-06-27 | 2013-06-27 | Power generation facility structure using ocean heave |
Country Status (1)
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JP (1) | JP2015010599A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016142125A (en) * | 2015-02-04 | 2016-08-08 | 尚栄 浅野 | Seawater using marine industrial facility construction structure |
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2013
- 2013-06-27 JP JP2013147004A patent/JP2015010599A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016142125A (en) * | 2015-02-04 | 2016-08-08 | 尚栄 浅野 | Seawater using marine industrial facility construction structure |
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