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JP2852564B2 - Wave breaking facility - Google Patents
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JP2852564B2 - Wave breaking facility - Google Patents

Wave breaking facility

Info

Publication number
JP2852564B2
JP2852564B2 JP2412570A JP41257090A JP2852564B2 JP 2852564 B2 JP2852564 B2 JP 2852564B2 JP 2412570 A JP2412570 A JP 2412570A JP 41257090 A JP41257090 A JP 41257090A JP 2852564 B2 JP2852564 B2 JP 2852564B2
Authority
JP
Japan
Prior art keywords
wave
breaking
submerged
focal point
submerged structure
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 - Lifetime
Application number
JP2412570A
Other languages
Japanese (ja)
Other versions
JPH04254607A (en
Inventor
達雄 鈴木
陽一 本田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HAZAMAGUMI KK
Original Assignee
HAZAMAGUMI KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by HAZAMAGUMI KK filed Critical HAZAMAGUMI KK
Priority to JP2412570A priority Critical patent/JP2852564B2/en
Publication of JPH04254607A publication Critical patent/JPH04254607A/en
Application granted granted Critical
Publication of JP2852564B2 publication Critical patent/JP2852564B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • 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
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Revetment (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は砕波施設に関し、特に、
波の水深変化による変形を利用して波を所定位置で砕波
させる砕波施設に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wave breaking facility,
The present invention relates to a wave breaking facility that breaks a wave at a predetermined position using deformation caused by a change in water depth.

【0002】[0002]

【従来の技術】従来より、波の屈折現象、すなわち波速
が水深の浅いところで減少し、波の位相遅れが生じて波
向が変化する現象を利用することにより、波を集中して
波浪エネルギーの有効利用を図る波浪制御構造物が知ら
れている。そして、このような波浪制御構造物として
は、平面形状が凸レンズ型の平板を海中に設置した没水
平板や、本願出願人により出願された特願平第2−20
8137号に記載する、略円柱状部材又は略円筒状部材
を全体としてレンズ型形状に配置した波浪制御構造物等
を挙げることができる。また、これらの波浪制御構造物
により波が集中する海域に波力利用施設、例えば波力発
電装置等を設けることによりその波浪エネルギーを吸収
利用するとともに、波を消波して静穏海域を形成するも
のが知られている。
2. Description of the Related Art Conventionally, a wave refraction phenomenon, that is, a phenomenon in which the wave speed decreases at a shallow depth of water and a phase delay of the wave occurs to change the wave direction, is used to concentrate the wave to reduce the wave energy. Wave control structures for effective use are known. Examples of such a wave control structure include a submerged horizontal plate in which a flat lens-shaped flat plate is installed in the sea, and Japanese Patent Application No. 2-20 filed by the present applicant.
No. 8137 describes a wave control structure in which a substantially columnar member or a substantially cylindrical member is arranged in a lens shape as a whole. In addition, by providing a wave power utilization facility, for example, a wave power generation device or the like in a sea area where waves are concentrated by these wave control structures, the wave energy is absorbed and used, and the waves are eliminated to form a calm sea area. Things are known.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、かかる
従来の波浪制御構造物では、波を砕波するための設備が
全く設けられておらず、波の砕波は浅海変形による自然
の砕波しか期待し得ないためにその砕波海域が一定せ
ず、また焦点付近で波が集中し波高が増大しても、その
位置で積極的に砕波させる工夫がなされていないため、
サーフィン等のレジャーに適した峯高の高い砕波を得る
ことができないという課題がある。
However, in such a conventional wave control structure, no equipment for breaking the wave is provided, and only the natural breaking of the wave due to the shallow sea deformation can be expected. Therefore, even if the wave breaking sea area is not constant and the wave concentrates near the focal point and the wave height increases, there is no means to actively break the wave at that position,
There is a problem that it is not possible to obtain high breaking waves at Minetaka suitable for surfing and other leisure activities.

【0004】そこで、本発明は上記課題を解消するため
になされたもで、その目的は、レンズ型波浪制御構造物
の焦点付近の一定海域において、サーフィン等のレジャ
ーに適した峯高の高い砕波を容易に得ることができる砕
波施設を提供することにある。
The present invention has been made in order to solve the above-mentioned problem, and an object of the present invention is to provide a high breaking wave suitable for leisure such as surfing in a fixed sea area near a focal point of a lens type wave control structure. To provide a wave breaking facility that can easily obtain the wave breaking facilities.

【0005】[0005]

【課題を解決するための手段】本発明は、上記目的に鑑
みてなされたものであり、その要旨は、波の波長との相
関関係による所定水深に設けた平面形状がレンズ型の没
水構造物と、前記レンズの焦点付近の海域に設けた海中
突起物との組合せからなり、前記没水構造物は、複数の
円柱部材をその軸を波向きに対し略直角になるように所
定間隔で配設し、かつそれぞれの円柱部材の間には板体
を配置すること無く構成してなる砕波施設にある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned object, and the gist of the present invention is that a planar shape provided at a predetermined water depth based on a correlation with a wavelength of a wave has a lens type submerged structure. objects and, Ri Do a combination of a subsea projections provided on the waters near the focal point of the lens, the died water structure, a plurality of
Place the cylindrical member so that its axis is substantially perpendicular to the wave direction.
Arranged at regular intervals, and a plate
Some in the name Ru breaking facility constructed without arrangement.

【0006】ここで、波の波長との相関関係による所定
水深とは、波の波長から算出される、波が海底の影響を
受ける水深で、具体的には波の波長の1/2以浅の水深
を言う。
Here, the predetermined water depth based on the correlation with the wave wavelength is a water depth at which the wave is affected by the sea bottom, calculated from the wave wavelength, and more specifically, a water depth less than 1/2 of the wave wavelength. Say the water depth.

【0007】また、レンズ型の没水構造物とは、例え
ば、焦点を有する凸レンズ型やフレネルレンズ型等の平
面形状をした平板、あるいはこれらの形状となるよう複
数の単位体を組付け、波向を横切って海中に没水設置し
たものである。
A submerged structure of a lens type is, for example, a flat plate having a planar shape such as a convex lens type having a focal point or a Fresnel lens type, or a plurality of unit bodies are assembled so as to have these shapes. It was submerged underwater across the direction.

【0008】さらに、レンズの焦点付近の海域に設けた
海中突起物とは、レンズ型の没水構造物の焦点及び/又
はその周囲における海底から突出し、波向を横切る方向
に配置される人工的な構築物や自然岩礁で、その上端が
所定水深、例えば、これを通過する増大した波の波高の
0.5〜3.0倍の水深に位置するものであればよく、
マウンド状、平板状、直方体状、棒状等種々の形状を有
するものである。また、その波向と直角方向の長さは、
砕波の使用目的により適宜設計し、例えばサーフィンに
用いる場合は、20〜30mとすることが好ましい。そ
して、これらの海中突起物は、前記没水構造物の焦点位
置に合わせて構築されるが、自然岩礁等の場合には、こ
れらを焦点付近に位置させるべく、これらの位置を基準
にして前記没水構造物を設置してもよい。
[0008] Further, the underwater projection provided in the sea area near the focal point of the lens is an artificial projecting projecting from the sea bottom at and / or around the focal point of the lens-shaped submerged structure and arranged in a direction crossing the wave direction. Natural structures and natural reefs whose upper end is located at a predetermined water depth, for example, 0.5 to 3.0 times the wave height of the increased wave passing therethrough,
It has various shapes such as a mound shape, a flat plate shape, a rectangular parallelepiped shape, and a rod shape. Also, the length in the direction perpendicular to the wave direction is
It is suitably designed according to the purpose of using the breaking wave, and for example, when used for surfing, it is preferably 20 to 30 m. Then, these underwater projections are constructed in accordance with the focal position of the submerged structure. In the case of a natural reef or the like, in order to position them near the focal point, the above-mentioned submerged structures are referred to based on these positions. A submerged structure may be installed.

【0009】[0009]

【作用】本発明では、レンズ型の没水構造物を横切る波
は波の位相遅れを生じて屈折する。屈折した波はレンズ
の焦点に向かって集中するとともにその波高を増大す
る。そして、波高が高くなった波は、レンズの焦点付近
に位置する海中突起物による浅水変形によってさらに波
高を増大し、破砕限界波高を超えて砕波する。
According to the present invention, a wave traversing a lens-shaped submerged structure is refracted with a phase delay of the wave. The refracted wave concentrates toward the focal point of the lens and increases its wave height. The wave having a higher wave height further increases its wave height due to shallow water deformation caused by a submerged projection located near the focal point of the lens, and breaks beyond the breaking limit wave height.

【0010】[0010]

【実施例】次に、本発明の実施例を、添付図面を基によ
り詳細に説明する。
Next, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

【0011】図1及び図2に示すように、本発明の砕波
施設は、凸レンズ型の没水構造物10と、これの焦点1
3を囲んで位置の海底に設置した海中突起物としてのマ
ウンド状構造物20とにより構成される。
As shown in FIGS. 1 and 2, the wave breaking facility of the present invention comprises a convex lens type submerged structure 10 and a focal point 1 thereof.
3 and a mound-like structure 20 as a submarine projection installed on the seabed at a position.

【0012】没水構造物10は、多数の円柱部材11
を、その軸を波向きXに対し略直角になるようにして組
付け、全体として平面形状を凸レンズ型としたもので、
棒状部材を連結して組み立てた支持台12によって、こ
れを横切る波の1/2波長以浅の水深に固定されてい
る。そして、没水構造物10を横切る波は、水深の変化
により波の位相遅れを生じて内方に屈折し、凸レンズと
しての没水構造物10の焦点13に向かって波高を増大
しつつ集中する。この結果、没水構造物10を横切る波
は、焦点13付近においてその波高が2〜5倍となる。
The submerged structure 10 includes a large number of cylindrical members 11.
Is assembled so that its axis is substantially perpendicular to the wave direction X, and the overall planar shape is a convex lens type.
By the support 12 assembled by connecting the rod-shaped members, it is fixed at a water depth of less than half the wavelength of the wave traversing it. Then, the waves traversing the submerged structure 10 cause a phase delay of the waves due to a change in water depth, are refracted inward, and are concentrated while increasing the wave height toward the focal point 13 of the submerged structure 10 as a convex lens. . As a result, the wave height of the wave crossing the submerged structure 10 becomes 2 to 5 times near the focal point 13.

【0013】なお、前記円柱部材11を組付けた没水構
造物10は、平板等からなる没水構造物と比較した場
合、波が横切る際に反射波を低減してエネルギーのロス
をより少なくし、集波効率を高めることができる。ま
た、前記円柱部材11を組付けた没水構造物10は、ア
ンカー部材とチェーンとによって、固定することなく所
定水深に係留してもよい。
The submerged structure 10 to which the columnar member 11 is attached is characterized in that, when compared with a submerged structure formed of a flat plate or the like, the reflected wave is reduced when the wave crosses, and the energy loss is reduced. And the wave collection efficiency can be increased. Further, the submerged structure 10 to which the columnar member 11 is attached may be moored at a predetermined water depth without being fixed by an anchor member and a chain.

【0014】マウンド状構造物20は、前記焦点13を
囲む領域において海底から捨石を積上げて構築したもの
で、上端が、これを通過する増大した波の波高の0.5
〜3.0倍の水深に位置するとともに、波向と直角方向
の長さを20〜30mとする。そして、没水構造物10
の焦点13に向かって波高を増大しつつ集中する波は、
マウンド状構造物20による浅水変形によってさらに波
高を増大し、砕波限界波高を超えて砕波する。
The mound-like structure 20 is constructed by stacking rubble from the seabed in a region surrounding the focal point 13 and has an upper end having a height of 0.5% of an increased wave passing therethrough.
It is located at a depth of up to 3.0 times and the length in the direction perpendicular to the wave direction is 20 to 30 m. And the submerged structure 10
The waves converging with increasing wave height towards the focal point 13 of
The wave height is further increased by the shallow water deformation by the mound-like structure 20, and the wave breaks beyond the wave breaking limit wave height.

【0015】このようにして、一定の場所、すなわち没
水構造物10の焦点13付近において積極的に得られる
砕波は、峯高が大きくサーフィン等のレジャーに有効に
利用される。
In this manner, the breaking waves actively obtained in a certain place, that is, in the vicinity of the focal point 13 of the submerged structure 10, have a large peak and are effectively used for leisure such as surfing.

【0016】図3〜図5には、海中突起物の他の実施態
様を示す。
FIGS. 3 to 5 show other embodiments of the underwater projection.

【0017】図3の海中突起物は、平板21を海底に打
込んだ支持杭22の上端に固定したもので、施工が容易
で安価に製作することができる。
The underwater projection shown in FIG. 3 is one in which a flat plate 21 is fixed to the upper end of a support pile 22 that is driven into the sea floor, and can be manufactured easily and at low cost.

【0018】図4の海中突起物は、マウンド部材23
を、海底に構築したコンクリート基礎24から立設する
ジャッキ25の上端に取付けたもので、これによれば、
波の高さに応じてジャッキ25を伸縮し、マウンド部材
23の上端が位置する水深を変化させることにより、波
の形を制御することができる。なお、前記没水構造物1
0を横切る波の高さが低くても、マウンド部材23の上
端の水深を浅くすることにより、確実に砕波を起こさせ
ることができる。
The underwater projection shown in FIG.
Is attached to the upper end of a jack 25 erected from a concrete foundation 24 constructed on the sea floor.
The shape of the wave can be controlled by expanding and contracting the jack 25 according to the height of the wave and changing the water depth at which the upper end of the mound member 23 is located. The submerged structure 1
Even if the height of the wave crossing zero is low, the breaking of the wave can be surely caused by making the water depth at the upper end of the mound member 23 shallow.

【0019】図5の海中突起物は、地上にて構築したケ
ーソン26を曳航し、海底に沈設したもので、水深の深
い海域においても容易に設置することができる。
The underwater projection shown in FIG. 5 is one in which the caisson 26 constructed on the ground is towed and sunk on the seabed, and can be easily installed even in a deep sea area.

【0020】なお、本実施例では、没水構造物10の焦
点位置に合わせて海中突起物を設ける場合について述べ
たが、自然岩礁等を利用する場合には、これらが焦点位
置にくるように、これらを基準にして没水構造物10の
位置を選定し、没水構造物10を構築してもよい。
In this embodiment, the case where the underwater projections are provided in accordance with the focal position of the submerged structure 10 has been described. However, in the case where a natural reef or the like is used, these shall be located at the focal position. The position of the submerged structure 10 may be selected based on these, and the submerged structure 10 may be constructed.

【0021】[0021]

【発明の効果】以上述べたように、本発明の砕波施設
は、レンズ型の没水構造物と、これの焦点付近の海域に
設けた海中突起物とからなるので、没水構造物を横切っ
た後に集中しつつ波高を増大した波は、海中突起物の作
用により焦点位置付近において強制的に砕波される。し
たがって、峯高の高い砕波を一定の場所で得ることによ
り、サーフィン等のレジャーに有効に利用することがで
きる。また、砕波によって波のエネルギーが消散するの
で付近の海域の静穏化を図ることができる。
As described above, the wave breaking facility of the present invention comprises a lens-shaped submerged structure and a submerged projection provided in the sea area near the focal point of the lens-shaped submerged structure. The wave whose wave height has increased while concentrating afterwards is forcibly broken near the focal point by the action of a submerged projection. Therefore, by obtaining a high breaking wave at a high place in a certain place, it can be effectively used for leisure such as surfing. Further, the energy of the waves is dissipated by the breaking waves, so that calming of the nearby sea area can be achieved.

【0022】また、海中突起物の高さを可変とし、その
上端の位置する水深を変化させることにより、砕波の形
を制御してより目的に応じた最適な波を形成することが
できる。さらに、波高の小さな波をも砕波して、より静
穏な海域を得ることができる。
By changing the height of the underwater projection and changing the water depth at the upper end thereof, it is possible to control the shape of the breaking wave and to form an optimal wave according to the purpose. Furthermore, a wave having a small wave height can be broken to obtain a calm sea area.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の砕波施設を示す平面図である。FIG. 1 is a plan view showing a wave breaking facility of the present invention.

【図2】本発明の砕波施設を示す断面図である。FIG. 2 is a sectional view showing a wave breaking facility of the present invention.

【図3】本発明の砕波施設を構成する海中突起物の一例
を示す断面図である。
FIG. 3 is a cross-sectional view showing an example of a submerged projection constituting the wave breaking facility of the present invention.

【図4】本発明の砕波施設を構成する海中突起物の一例
を示す断面図である。
FIG. 4 is a cross-sectional view illustrating an example of a submerged protrusion constituting the wave breaking facility of the present invention.

【図5】本発明の砕波施設を構成する海中突起物の一例
を示す断面図である。
FIG. 5 is a cross-sectional view showing an example of a submerged projection constituting the wave breaking facility of the present invention.

【符号の説明】[Explanation of symbols]

10 没水構造物 13 焦点 20 マウンド状構造物20(海中突起物) 10 Submerged structure 13 Focus 20 Mound-like structure 20 (underwater projection)

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭64−48916(JP,A) 特開 昭62−148705(JP,A) (58)調査した分野(Int.Cl.6,DB名) E02B 3/06────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-64-48916 (JP, A) JP-A-62-148705 (JP, A) (58) Fields investigated (Int. Cl. 6 , DB name) E02B 3/06

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 波の波長との相関関係による所定水深に
設けた平面形状がレンズ型の没水構造物と、前記レンズ
の焦点付近の海域に設けた海中突起物との組合せからな
り、前記没水構造物は、複数の円柱部材をその軸を波向
きに対し略直角になるように所定間隔で配設し、かつそ
れぞれの円柱部材の間には板体を配置すること無く構成
してなる砕波施設。
1. A submerged structure of a lens type having a planar shape provided at a predetermined water depth based on a correlation with a wavelength of a wave, and a submarine projection provided in a sea area near a focal point of the lens.
The submerged structure has a plurality of cylindrical members whose axes are
At predetermined intervals so as to be substantially perpendicular to the
Configuration without placing a plate between each cylindrical member
And ing by breaking facility.
JP2412570A 1990-12-21 1990-12-21 Wave breaking facility Expired - Lifetime JP2852564B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2412570A JP2852564B2 (en) 1990-12-21 1990-12-21 Wave breaking facility

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2412570A JP2852564B2 (en) 1990-12-21 1990-12-21 Wave breaking facility

Publications (2)

Publication Number Publication Date
JPH04254607A JPH04254607A (en) 1992-09-09
JP2852564B2 true JP2852564B2 (en) 1999-02-03

Family

ID=18521395

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2412570A Expired - Lifetime JP2852564B2 (en) 1990-12-21 1990-12-21 Wave breaking facility

Country Status (1)

Country Link
JP (1) JP2852564B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2271067T3 (en) * 2000-08-29 2007-04-16 Artificial Surf Reefs Limited LITORAL PROTECTION PROCEDURE.
EP3279400A4 (en) * 2015-04-01 2018-12-05 Fundacion Azti/Azti Fundazioa Method and coastal structure for creating waves for practicing surfing

Also Published As

Publication number Publication date
JPH04254607A (en) 1992-09-09

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