JP2018066250A - Power generation method utilizing sea water area reservoir and facility construction structure utilizing other matter - Google Patents

Power generation method utilizing sea water area reservoir and facility construction structure utilizing other matter Download PDF

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JP2018066250A
JP2018066250A JP2016215641A JP2016215641A JP2018066250A JP 2018066250 A JP2018066250 A JP 2018066250A JP 2016215641 A JP2016215641 A JP 2016215641A JP 2016215641 A JP2016215641 A JP 2016215641A JP 2018066250 A JP2018066250 A JP 2018066250A
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jetty
ocean
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一榮 石井
Kazue Ishii
一榮 石井
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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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • 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
    • Y02E10/20Hydro energy
    • 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
    • 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
    • Y02E60/00Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
    • Y02E60/16Mechanical energy storage, e.g. flywheels or pressurised fluids

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Abstract

PROBLEM TO BE SOLVED: To provide a method for constantly introducing sea water used for a power source for power generation in the sea to a high land.SOLUTION: Jetty which uses a sawtooth-shaped coast and is opened to the seaside along its bay with a constant angle is constructed, such a jetty construction length as to secure a plurality of points doubling a wave height is determined, and the jetty is constructed along a land coast. The sew water intake structure is a W type jetty construction structure, one of the W type jetty is such a construction structure as to rise the sea water from a suppression type refrigerator body introduction port of a V shaped jetty 1 to a sea water rise limit height, on other hand, even when the sea wave height is small or even large, the structure can be such a dam water storage water area construction structure to which the sea water can be introduced, when the height is large, the structure makes the sea water freely intrude and overflows the sea water from a discharge port of 45 m, and guides the stored sea water from a tower exhaust port for power generation to an open channel and discharges the sea water to the sea through a power generation device.SELECTED DRAWING: Figure 1

Description

海洋に於ける発電方式は世界各国で研究開発が活発に進められており、わが国に於いても可也研究がされているものと推察できますが、これからの分野と考えられます、The ocean power generation system has been actively researched and developed around the world, and it can be inferred that our research is being conducted in Japan, but it is considered to be a future field.

1、の三陸沿岸はリアス式地形のためV字型形状の突堤を構築するに当たり、経済的で安全なで構築物が出来る、尚本工法で課題である、漂砂現象が生じにくい地形現象がある、又は海洋浮遊物の進入が一般的沿岸より少ない背景と突堤構築物を長いスパン取ることが可能であるこれらの背景を基に計画出来る、2、の沿岸線に対しV字突堤の中心線が直角の場合と一定の入斜角度で構築する場合海洋浮遊物漂砂に対応する手段として、V字状突堤沿えに海底に海洋に向かって海洋水域貯水地排水口から突堤海洋側終端迄、排水口から排出管を設置し沿岸流に方向性を持たせ解決策とした構築構造を特許請求の範囲とする。The Sanriku coast of No. 1 has a terrain phenomenon that is economical and safe to construct a V-shaped jetty because it is a rias type terrain. Or you can plan based on these backgrounds where ocean floating intrusions are less than the general coast and these backgrounds can take a long span of the jetty structure, and the centerline of the V-shaped jetty is perpendicular to the two coastlines When constructed with a constant angle of inclination, as a means to cope with ocean suspended sediment drift, discharge from the drainage port from the ocean water reservoir reservoir outlet to the end of the jetty ocean side toward the ocean bottom along the V-shaped jetty The construction structure in which a pipe is installed and the direction of the coastal flow is used as a solution is claimed.

発電の原動力又は他種目利用にあたり海洋水を常時陸地側へより高く導入出来るか又海洋うねり、高潮高波、津波等に対し、如何に安全に経済的に海洋水導入構築物を構築できるか、又海洋水条件の変化に伴う対策を如何するか、浮遊物、漂砂問題を如何にするかが課題であった、Whether ocean water can be introduced higher to the land side at all times when using power generation or other types of power generation, and how can ocean water introduction structures be constructed safely and economically against ocean swells, storm surges, tsunamis, etc. The issues were how to deal with changes in water conditions and how to deal with suspended matter and sand drift problems.

課題を解決する手段Means to solve the problem

安全で経済的面と課題の諸問題をクリアする場合は三陸沿岸及びリアス式形状の沿岸を選定し本施設を構築することにより各課題をクリアできる、When clearing various problems of safety and economic aspects and issues, each issue can be cleared by selecting the Sanriku coast and the coast of Rias type and constructing this facility.

発明の実施形態Embodiment of the Invention

本発明を実施するには海洋水域面を利用するので国家プロジェクトとし、各電力会社、各商社に於いて新エネルギー開発プロジェクト形態組織にて行なうことが必要である、In order to carry out the present invention, it is necessary to carry out in a new energy development project form organization in each electric power company and each trading company as a national project because it uses the ocean water area.

発明の効果Effect of the invention

リアス式地形沿岸は断崖地形が多くへんぴな場所が多く魚業権に対しても解決しやすく地域産業発展に貢献が出来る、一箇所の設置について多くの発電量を生み出せ、その他の産業施設誘致が出来地域発展には適合している、魚業関係者に養殖水域権与えたり、観光施設誘致し地域発展に大きく貢献できる、Rias-type terrain coast has many cliffs, has many harsh places, is easy to solve for fishery rights, can contribute to local industry development, can generate a lot of power generation for one installation, and attract other industrial facilities It is suitable for regional development, and can give aquaculture water rights to fishermen and can greatly contribute to regional development by attracting tourist facilities.

海洋水域貯水池利用発電方式及び他種目利用施設構築構造平面図Ocean Water Reservoir Power Generation System and Other Facilities Utilization Construction Plan Plan 海洋水域貯水地利用発電方式及び他種目利用施設構築構造断面図Cross-sectional view of ocean power generation system and other facilities

A、突堤湾内水域
B、海洋水域貯水池
C、魚業養殖場、海産物養殖場、レジャー施設設置場所
1、V字型突堤
2、大口径2号港湾型鋼管
3、ケーソン駆体(10m×20m×10m御影石中詰め)
4、外周道路(最低幅員10m)
5、海洋水排出タワー
6、抑制型コンクリート躯体(海洋水導入部、蜂の巣構造又は格子状構造)
7、海洋水導入躯体部と立ち上がり部基礎コンクリート
8、発電施設用立ち上がり部(鉄筋コンクリート躯体構築、内部はスパイラル螺旋形状構造炭素繊維材使用)
9、魚業養殖、海産物養殖、レジャー施設、海洋産業角施設
10、発電装置
11、発電用タービン
12、基礎杭
13、発電用排水パイプ
14、C地区排水タワー
15、C地区排水管
16、B地区発電装置兼用排水路躯体
17、落差、回転式発電装置(30m毎複数機)
18、C地区貯水池コンクリート壁
19、大口径2号港湾型鋼管(コンクリート中詰め)
20、沿岸流(沿岸流に方向性を与える水流)
21、上昇海洋水流
22、抑制型躯体内水流
23、テトラポット積み法面
24、海洋水導入方向1、及び 2、
25、ダム上部排水口(海洋水オーバーフロー堰)
26、ダムサイトから海洋側へ排出する排出管(沿岸流に変化を与え漂砂、海洋浮遊物の進入を防止する役割管)
A, Jetty Bay Water Area B, Ocean Water Reservoir C, Fish Farm, Marine Products Farm, Leisure Facility Installation Location 1, V-shaped Jetty 2, Large-diameter No. 2 Harbor Type Steel Pipe 3, Caisson Drive (10m x 20m x 10m granite filling)
4. Outer road (minimum width 10m)
5. Ocean water discharge tower 6. Suppressive concrete frame (ocean water introduction part, honeycomb structure or lattice structure)
7. Ocean water introduction frame and riser foundation concrete 8. Rise for power generation facilities (construction of reinforced concrete frame, inside uses spiral spiral structure carbon fiber material)
9. Fish farming, marine product farming, leisure facilities, marine industry corner facility 10, power generation device 11, power generation turbine 12, foundation pile 13, power generation drain pipe 14, C district drain tower 15, C district drain pipe 16, B District power generator combined drainage housing 17, head, rotary power generator (multiple every 30m)
18. C district reservoir concrete wall 19, large caliber No. 2 harbor type steel pipe (filled with concrete)
20. Coastal flow (water flow that gives direction to coastal flow)
21, rising ocean water flow 22, restrained enclosure water flow 23, tetrapot loading slope 24, ocean water introduction direction 1 and 2,
25, Drain upper drainage (ocean water overflow weir)
26, discharge pipe discharging from the dam site to the ocean side (role pipe that changes the coastal current and prevents the intrusion of sand drift and marine suspended matter)

Claims (7)

海洋沿岸に人為的に海側へ一定の角度に開いたV字状突堤を構築することにより海洋水を陸地側へ高く導入することにで、陸地側に設けた各施設に於いて、発電、魚類の養殖、各海産物の養殖及びレジャー施設を構築することにより、地域産業に貢献すべく、考えた施設構築構造で、海洋水を常時如何に高く導入出来るか、海洋のエネルギーの大きさに対し導入する各施設の安全性から設置場所の選定を1、リアス式沿岸湾内と 2、沿岸線にV字状突堤の中心線が直角の場合又は沿岸線に一定の入斜角度を持った構築構造に区分した突堤施設構築構造とする、1、リアス式沿岸の場合はリアス式沿岸の両沿岸内の湾内に両沿岸沿えに大口径2号港湾型鋼管とケーソン駆体、テトラポットの組み合わせ構築とした構造、2、の沿岸線にV字状中心線が直角と入斜角度を持つ場合はV字型突堤全長の1/3から1/2を陸地側へ開削構築し、残長分は海洋側へ構築とする、構築躯体構造はリアス式沿岸構造と同じ組み合わせ構築とし、海洋水域貯水地は、V字突堤全長1/3から1/2のエリヤに設置した施設構築構造を特許請求の範囲とする、By constructing a V-shaped jetty that is artificially open to the ocean side at a certain angle on the ocean coast, ocean water is introduced to the land side at a high level. By constructing fish farms, aquaculture of fishery products, and leisure facilities, it is possible to introduce marine water at a high level with the facility construction structure designed to contribute to local industries. Select the installation location from the safety of each facility to be installed, 1 in the Rias coastal bay, 2 If the center line of the V-shaped jetty is perpendicular to the coastline, or a construction structure with a certain angle of inclination to the coastline In the case of the Rias coast, in the case of the Rias coast, in the bays on both coasts of the Rias coast, a combination construction of a large caliber No. 2 port type steel pipe, caisson body, and tetrapot Structure, V-shaped on two coastlines If the core has a right angle and an oblique angle, 1/3 to 1/2 of the total length of the V-shaped jetty will be excavated on the land side, and the remaining length will be built on the ocean side. It is the same combination construction as the coastal structure, and the marine water reservoir is claimed as a facility construction structure installed in an area of V-shaped jetty total length 1/3 to 1/2, 人為的に構築するV字型突堤の構築長は300mから1000mの構築長とし、リアス式、及び2、のV字型突堤終端部陸側から80mから150m海洋側へ入った位置より、片方沿岸に更にV字型突堤を構築した、W型突堤構築構造とし、陸地から80mから150m海側へ入った位置から両沿岸迄海洋中にダムを構築し、海洋水域貯水池を設けた構築構造とする、ダム、の高さは50mとし貯水高さは45mとし、海洋に於ける各種波高さが小さい場合、又陸地部における各施設の放流水を貯水し、海洋水を海に放流する過程に於いて、突堤壁面と沿岸陸地間に設けた複数段発電施設を通じ、発電の出来る構築構造で、発電後は海洋水を海洋に放出する構築構造施設を特許請求の範囲とする、The length of the artificially constructed V-shaped jetty is 300m to 1000m, and it is a rias type, and from the end of the V-shaped jetty territory, 80m to 150m from the land side, one side coast In addition, a V-shaped jetty is constructed with a V-shaped jetty. A dam is constructed in the ocean from the position 80m to 150m from the land to the sea side, and a marine water reservoir is constructed. The dam has a height of 50m and a water storage height of 45m. When the wave height in the ocean is small, the effluent of each facility in the land is stored and the ocean water is discharged into the sea. In addition, it is a construction structure that can generate power through a multistage power generation facility provided between the jetty wall and the coastal land, and the construction structure facility that discharges ocean water to the ocean after power generation is claimed. V字型突堤内に設けた、W型突堤の一方側のV字型突堤は抑制型タイプ、コンクリート駆体とし、躯体構築構造は海洋水導入側口と立ち上がり部までの2/3迄は蜂の巣構造又は格子状構築構造として残り1/3はコンクリート躯体構築構造とし、内部構造はスパイラル式螺旋構造として、立上げ部も同じ構造断面とした構造で、海洋水導入口断面積と放出口断面積比は流入経路距離により決定し、海洋水導入の流速を加速出来る構築構造とする、尚導入水の発電装置落水部も同じ構造として落下水流速度を強め、発電施設のタービン回転をパワーアップ出来る構造とした構築構造を特許の請求範囲とする、1、及び2、の施設の場合も同じ構築構造とする、The V-shaped jetty on one side of the W-shaped jetty provided in the V-shaped jetty is a restrained type, concrete body, and the structure of the frame is a beehive up to 2/3 from the ocean water introduction side entrance to the rising part. The remaining 1/3 of the structure or lattice structure is a concrete frame structure, the internal structure is a spiral spiral structure, and the riser has the same cross section. The ratio is determined by the inflow path distance, and the construction structure that can accelerate the flow velocity of the ocean water introduction, the power generation equipment falling part of the introduced water is also the same structure, the falling water flow speed is strengthened, and the turbine rotation of the power generation facility can be powered up In the case of the facilities of 1 and 2, where the construction structure as described in the claims is the same construction structure, W型突堤の一方は海洋水の波高さが小さい場合と大きい場合にダムに海洋水を貯水出来る構築構造とし、大きい場合は常時海洋水域貯水池は45m高さで放出できる構築構造とし、海洋水域貯水池の沿岸側部にはタワー式放出複数段自動ゲートを設置し、沿岸壁部と沿岸陸地部間には鉄筋コンクリート開水路を設置し、開水路のの延長距離内には複数の回転式落差発電施設を複数個所設置して発電出来る構築構造施設を特許請求の範囲とする、One of the W-type jetty has a construction structure that can store ocean water in the dam when the wave height of ocean water is small and large, and when it is large, the ocean water reservoir has a construction structure that can discharge at a height of 45m, and the ocean water reservoir A multi-stage tower-type automatic gate is installed on the coastal side of the river, a reinforced concrete open channel is installed between the coastal wall and the coastal land, and multiple rotary drop power generation facilities are within the extended distance of the open channel. The construction structure facility that can generate electricity by installing multiple locations is claimed. W型突堤構築構造は1、リアス式沿岸及び2、沿岸線直線の場合も同じ構築構造とする、突堤の海洋側への開き角度はV字型単体の場合とW型突堤の場合も30度から60度の範囲とし、1/4開き幅を縮小することにて、海洋水高さを倍加出来きることは理論解明も出来お、尚海洋側で90度から120度開き一定の距離陸地側へ入った位置から60度から30度まで角度の縮小変更も組み合わせを含めた構築構造施設を特許請求の範囲とする、The construction structure of the W-type jetty is 1, the same for the Rias coast and 2, the straight line of the coastline. The opening angle of the jetty to the ocean side is 30 degrees for both the V-shaped and the W-type jetty. It is possible to double the ocean water height by reducing the ¼ opening width within the range from 60 degrees to 60 degrees, and the theory can be clarified. The construction structure facility that includes a combination of angle reduction and change from 60 degrees to 30 degrees from the position where V字型突堤又はW型突堤の海底勾配については1/16浅くなると海洋波高さが倍加する理論公式も出来ているが、海洋側から陸地へ向かって1/16勾配で海底を構築し、一定の位置に一定の水平部を複数段、設けた構造構築も特許請求の範囲とするRegarding the seabed slope of the V-shaped jetty or W-type jetty, a theoretical formula has been made to double the ocean wave height when it becomes 1/16 shallower, but the seabed is constructed with a 1/16 slope from the ocean side to the land, and is constant. The structure construction in which a certain horizontal portion is provided in a plurality of stages at the position is also claimed. 海洋水導入立上げ部構築構造は外側を鉄筋コンクリート構築構造とし迄内部はタービンポンプ迄は炭素繊維系材料を使用したスパイラル式螺旋形状構築構造を特許請求の範囲とするThe ocean water introduction start-up part construction structure is a reinforced concrete construction structure on the outside, and the inside is a spiral type construction structure using carbon fiber-based material up to the turbine pump.
JP2016215641A 2016-10-18 2016-10-18 Power generation method utilizing sea water area reservoir and facility construction structure utilizing other matter Pending JP2018066250A (en)

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