JP2015010599A - Power generation facility structure using ocean heave - Google Patents

Power generation facility structure using ocean heave Download PDF

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Publication number
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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JP2013147004A
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Japanese (ja)
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尚栄 浅野
Shoei Asano
尚栄 浅野
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/30Energy 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

PROBLEM TO BE SOLVED: To solve problems of accumulation of drift sand due to the fact that geological features of a coast of an ocean area called open sea are frequently found as a sandy feature, and of a counter flow from the final effluent passage of water receiving facilities from a land side at the time of occurrence of tsunami.SOLUTION: This invention provides means for preventing accumulation of drift sand by changing artificially tidal current at coast to off-shore by determining a position of the final effluent passage from water receiving facilities in view of a tidal flowing direction at a coast and guiding the direction of final effluent to sea in parallel with a direction near the final effluent passage at a "w" shaped caisson type bulkhead; means for preventing accumulation of drift sand within the "w" shaped caisson bulkhead bay by making the extremity end of the final effluent into a discharging water of a duct line to the offshore and extending it up to the extremity end of the "w" shaped caisson type bulkhead; and means for arranging a tide wall bulkhead of coast and a back-flow preventive gate as a countermeasure for preventing back-flow from the final effluent at the time of occurrence of tsunami.

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.

課題を解決する手段Means to solve the problem

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

発明の実施形態Embodiment of the Invention

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

発明の効果Effect of the invention

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.

海洋うねり利用発電施設構造Ocean swell power generation facility structure

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 bay sea bottom 10, body slope 11, tidal current 12, coast 13, concrete stone paving 14, sea bottom slope 15, water channel 16, drop power generation equipment 17, rotary power generation equipment 18, scouring prevention stone pavement 19, tide prevention Dyke 20, backflow prevention sluice

Claims (6)

陸地沿岸から海洋沖へローマ字w型状にケーソンタイプ護岸を構築し海洋の、うねりをw型状ケーソンヤイプ護岸湾内に導き、陸地側へ向かって一定幅で狭めることにより、うねり波高さを上昇させ、尚且つ海洋より陸地へ向かって水深を一定勾配で浅くすることにて、うねり波高さを更に高めることで陸地側に設けた受水施設に海水を導き、その海水を動力源とし落差発電設備装置で発電し、更に水路には回転式発電設備装置を複数設置し、効率よくクリーンエネルギーを利用出来る海洋うねり利用発電施設構造特許である。By constructing a caisson-type revetment in the shape of a roman letter from the land coast to the ocean offshore, the swell of the ocean is guided into the w-shaped caisson Yaipu revetment bay, and narrowed by a certain width toward the land side, increasing the swell wave height, Moreover, by reducing the water depth from the ocean to the land at a constant gradient, the seawater is guided to the water receiving facility on the land side by further increasing the swell wave height, and the seawater is used as a power source to generate the drop power generation equipment. This is a marine swell-based power generation facility structure patent that can efficiently generate clean energy by installing multiple rotary power generation equipment in the waterway. ローマ字w型状ケーソンタイプ護岸は袴付き形状とし、捨石マウンド上に設置し、犬走り幅は最小限10mを設ける構造とする、マウンドの積み勾配は1.5〜2.0勾配とする、ローマ字w型状ケーソンタイプ護岸湾内海底部は10トン/個以上の張り石畳みとする、海上部はコンクリート石張りとする構築構造Roman character w-shaped caisson type revetment with a ridged shape, installed on a rubble mound, with a structure that provides a minimum of 10m for the dog running width, the mound stacking gradient is 1.5-2.0 gradient, Roman character w-type caisson type The seabed in the revetment bay is constructed with 10 tons / unit or more of stone-cobbled, and the upper part is constructed with concrete stone. ローマ字w型状のケーソンタイプ護岸の陸地側先端部はコンクリート躯体とし、先端出口幅は5m、躯体底勾配は海側から30度、コンクリート躯体の海水入れ口幅は20mとし、うねり高さを上昇させる構造で陸地側へ躯体長を長くした構築構造The land-side tip of the Roman-shaped w-shaped caisson-type revetment is a concrete frame, the tip exit width is 5m, the bottom gradient is 30 degrees from the sea side, and the seawater inlet width of the concrete frame is 20m, increasing the swell height. Construction structure with a long frame length to the land side コンクリート躯体先端5m出口からオーバフローした海水は落差発電装置の発電源として利用し水路へ導き、水路には複数個所の回転式発電装置を設け発電効率を高めることの出来る施設構造で発電設備を経た海水は海洋へ放流する施設構造Seawater that overflows from the 5m outlet of the concrete frame tip is used as a power generation source for the drop power generator and led to the waterway, and the waterway is equipped with multiple rotary power generators to improve power generation efficiency. Is the facility structure to be released to the ocean 受水施設の平面的配置は放流に対して沿岸流の上流側へ放流することにでw型状ケーソンタイプ護岸湾内の漂砂防止策とした施設構造Planar layout of the water receiving facility is a facility structure that prevents sand drift in the w-type caisson type revetment bay by discharging it to the upstream side of the coastal flow with respect to the discharge. 海洋うねり利用発電施設構造の構築適合か所は灘といわれる、鹿島灘、相模灘、遠州灘、熊野灘、播磨灘、備後灘、燧灘、伊予灘、周坊防灘、日向灘、天草灘、玄海灘、等に接する沿岸にw字型状ケーソンタイプ護岸、又はセル護岸タイプを平面的に連続して鋸の歯状に構築する施設構造It is said that the construction conformity of the power generation facility structure using ocean swell is on the coast that touches the Kashima Pass, Sagami Pass, Enshu Pass, Kumano Pass, Harima Pass, Bingo Pass, Pass, Iyo Pass, Shuobo Pass Pass, Hyuga Pass, Amakusa Pass, Genkai Pass, etc. Facility structure to construct w-shaped caisson type revetment or cell revetment type continuously in a sawtooth shape
JP2013147004A 2013-06-27 2013-06-27 Power generation facility structure using ocean heave Pending JP2015010599A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
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

Cited By (1)

* Cited by examiner, † Cited by third party
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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