JPH04254607A - Wave breaking facility - Google Patents

Wave breaking facility

Info

Publication number
JPH04254607A
JPH04254607A JP2412570A JP41257090A JPH04254607A JP H04254607 A JPH04254607 A JP H04254607A JP 2412570 A JP2412570 A JP 2412570A JP 41257090 A JP41257090 A JP 41257090A JP H04254607 A JPH04254607 A JP H04254607A
Authority
JP
Japan
Prior art keywords
wave
waves
lens
height
breaking
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.)
Granted
Application number
JP2412570A
Other languages
Japanese (ja)
Other versions
JP2852564B2 (en
Inventor
Tatsuo Suzuki
達雄 鈴木
Yoichi Honda
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.)
Hazama Ando Corp
Original Assignee
Hazama Gumi Ltd
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 Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
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

Abstract

PURPOSE:To obtain a wave crushing facility to be utilized for leisure sports such as surfing by concentrating waves, increasing a wave height, and breaking them at a constant position. CONSTITUTION:Using a refraction phenomenon of waves by means of a lens of a submerged structural body 10, the waves are concentrated toward a focul point 13 of the lens. The waves concentrated to increase their height further increase their height by action of a mount-like structural body 20 provided in a sea range around the focul point 13 to exceed a breaking limit wave height to be broken.

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。
[Industrial Field of Application] The present invention relates to wave breaking facilities, in particular:
This invention relates to a wave breaking facility that uses the deformation of waves due to changes in water depth to break waves at a predetermined position.

【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2−208
137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。
[Prior Art] Conventionally, wave refraction, a phenomenon in which the wave speed decreases at shallow water depths, a wave phase lag occurs, and the wave direction changes, has been utilized to concentrate waves and release wave energy. Wave control structures that aim at effective utilization are known. Examples of such wave control structures include a submerged horizontal plate in which a flat plate with a convex lens shape is installed in the sea, and Japanese Patent Application No. 2-208 filed by the applicant of the present application.
Examples include the wave control structure described in No. 137, in which substantially cylindrical members or substantially cylindrical members are arranged in a lens-like shape as a whole. In addition, by installing wave power utilization facilities, such as wave power generation devices, in sea areas where waves are concentrated using these wave control structures, wave energy can be absorbed and used, and waves can be dissipated to create calm sea areas. something is 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。
[Problems to be Solved by the Invention] However, such conventional wave control structures are not equipped with any equipment for breaking waves, and the only way to expect waves to break is due to natural wave breaking due to shallow sea deformation. Therefore, the area where the waves break is not constant, and even if the waves concentrate near the focal point and the wave height increases, no measures have been taken to actively break the waves at that location. There is a problem in that it is not possible to obtain high breaking waves.

【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。
[0004]The present invention has been made to solve the above problems, and its purpose is to create breaking waves with high ridges suitable for leisure activities such as surfing in a certain sea area near the focal point of a lens-type wave control structure. The aim is to provide wave breaking facilities that can be easily obtained.

【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か
らなる砕波施設にある。
[Means for Solving the Problems] The present invention has been made in view of the above object, and its gist is to provide a lens-shaped submerged structure installed at a predetermined water depth based on the correlation with the wavelength of waves; It is located in a wave breaking facility consisting of underwater protrusions installed in the sea area near the focal point of the lens.

【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。
[0006] Here, the predetermined water depth based on the correlation with the wave wavelength is the water depth at which waves are affected by the seabed, calculated from the wave wavelength, and specifically, the water depth that is shallower than 1/2 of the wave wavelength. Tell the depth of the water.

【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。
[0007] A lens-type submerged structure is, for example, a flat plate with a planar shape such as a convex lens type or a Fresnel lens type having a focal point, or a plurality of units assembled to have these shapes, and It was installed submerged in the sea 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。
Furthermore, an underwater protrusion installed in the ocean area near the focal point of a lens is an artificial underwater protrusion that protrudes from the seabed at and/or around the focal point of a lens-shaped submerged structure and is placed in a direction transverse to the wave direction. It is sufficient that the upper end of the structure or natural reef is located at a prescribed water depth, for example, 0.5 to 3.0 times the height of the increased wave passing through it.
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
The length should be appropriately designed depending on the purpose of breaking waves, and for example, when used for surfing, it is preferably 20 to 30 m. These underwater protrusions are constructed according to the focal point of the submerged structure, but in the case of natural reefs, etc., the underwater projections are constructed based on these positions in order to locate them near the focal point. Submerged structures 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。
[Operation] According to the present invention, waves that cross the lens-shaped submerged structure are refracted with a phase delay. The refracted waves concentrate toward the focal point of the lens and increase their wave height. The wave height increases further due to shallow water deformation caused by underwater protrusions located near the focal point of the lens, and the wave height exceeds the breaking limit wave height and breaks.

【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。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, embodiments of the present invention will be described in more 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 includes a submerged structure 10 of a convex lens type, and a focal point 1 of the submerged structure 10.
3 and a mound-like structure 20 as an underwater protrusion installed on the seabed at a position surrounding the structure.

【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 is constructed by assembling a large number of cylindrical members 11 with their axes substantially perpendicular to the wave direction It is fixed at a depth of water shallower than 1/2 wavelength of the wave crossing it by the connected and assembled support stand 12. The waves crossing the submerged structure 10 are refracted inward with a phase delay caused by the change in water depth, 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 waves crossing the submerged structure 10 are
Near the focal point 13, the wave height becomes 2 to 5 times higher.

【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。
It should be noted that the submerged structure 10 in which the columnar member 11 is assembled reduces reflected waves and energy loss when waves cross, when compared to a submerged structure made of a flat plate or the like. Therefore, the wave collection efficiency can be improved. Also,
The submerged structure 10 to which the columnar member 11 is assembled may be moored at a predetermined depth of water 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 piling up rubble from the seabed in the area surrounding the focal point 13, and its upper end is 0.5 of the wave height of the increased waves passing through it.
It is located at ~3.0 times the depth of the water, and the length in the direction perpendicular to the wave direction is 20 to 30 m. And submerged structure 10
The waves that concentrate while increasing the wave height toward the focal point 13 of
The wave height is further increased by the shallow water deformation caused 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。
[0015] In this way, the breaking waves that are actively obtained at a certain location, that is, near the focal point 13 of the submerged structure 10, have a large ridge height and are effectively used for leisure activities 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 protrusion shown in FIG. 3 has a flat plate 21 fixed to the upper end of a support pile 22 driven into the seabed, and can be easily constructed and manufactured 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2
3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10
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 protrusion shown in FIG. 4 has a mound member 23 attached to the upper end of a jack 25 that is erected from a concrete foundation 24 built on the seabed. 25 and expand and contract the mound member 2.
The shape of the wave can be controlled by changing the water depth at which the upper end of the waveform 3 is located. Note that the submerged structure 10
Even if the height of waves crossing the mound member 23 is low, by making the water depth at the upper end of the mound member 23 shallow, waves can be reliably broken.

【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 protrusion shown in FIG. 5 is constructed by towing a caisson 26 constructed on the ground and sinking it into the seabed, so that it can be easily installed even in deep sea areas.

【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。
[0020] In this embodiment, a case has been described in which underwater protrusions are provided to match the focal position of the submerged structure 10, but when using natural reefs etc., these should be placed 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。
[Effects of the Invention] As described above, the wave breaking facility of the present invention consists of a lens-shaped submerged structure and an underwater protrusion installed in the sea area near the focal point of the submerged structure. After that, the waves that increase in height while concentrating are forcibly broken near the focal point by the action of underwater protrusions. Therefore, by obtaining high breaking waves at a certain location, it can be effectively used for leisure activities such as surfing. In addition, the energy of waves is dissipated by breaking waves, making the nearby sea area calmer.

【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。
Furthermore, by making the height of the underwater protrusion variable and changing the water depth at which its upper end is located, it is possible to control the shape of breaking waves and form waves more suited to the purpose. Furthermore, even waves with small heights can be broken, creating a calmer sea area.

【図面の簡単な説明】[Brief explanation of the drawing]

【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 the 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 sectional view showing an example of an underwater protrusion 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 sectional view showing an example of an underwater 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 sectional view showing an example of an underwater protrusion 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 10 Submerged structures 13. Focus

Claims (1)

【特許請求の範囲】[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
なる砕波施設。
1. A wave breaking facility consisting of a combination of a submerged structure with a lens-shaped planar shape installed at a predetermined water depth based on the correlation with the wavelength of waves, and an underwater protrusion installed in the sea area near the focal point of the lens. .
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 true JPH04254607A (en) 1992-09-09
JP2852564B2 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)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1313921A1 (en) * 2000-08-29 2003-05-28 Artificial Surf Reefs Limited Method of shore protection
WO2016156630A1 (en) * 2015-04-01 2016-10-06 Fundacion Azti/Azti Fundazioa Method and coastal structure for creating waves for practicing surfing

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1313921A1 (en) * 2000-08-29 2003-05-28 Artificial Surf Reefs Limited Method of shore protection
EP1313921A4 (en) * 2000-08-29 2004-07-07 Artificial Surf Reefs Ltd Method of shore protection
WO2016156630A1 (en) * 2015-04-01 2016-10-06 Fundacion Azti/Azti Fundazioa Method and coastal structure for creating waves for practicing surfing

Also Published As

Publication number Publication date
JP2852564B2 (en) 1999-02-03

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