JP2835867B2 - Coastal erosion prevention method using wave-dissipating structures - Google Patents

Coastal erosion prevention method using wave-dissipating structures

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Publication number
JP2835867B2
JP2835867B2 JP2075773A JP7577390A JP2835867B2 JP 2835867 B2 JP2835867 B2 JP 2835867B2 JP 2075773 A JP2075773 A JP 2075773A JP 7577390 A JP7577390 A JP 7577390A JP 2835867 B2 JP2835867 B2 JP 2835867B2
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JP
Japan
Prior art keywords
wave
waves
specific gravity
sphere
floating
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 - Fee Related
Application number
JP2075773A
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Japanese (ja)
Other versions
JPH05195518A (en
Inventor
幸雄 宮崎
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Individual
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Individual
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Priority to JP2075773A priority Critical patent/JP2835867B2/en
Publication of JPH05195518A publication Critical patent/JPH05195518A/en
Application granted granted Critical
Publication of JP2835867B2 publication Critical patent/JP2835867B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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

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Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は消波機能をもった構造体を用いた海岸の浸蝕
防止工法に関する (従来の技術) 海岸の浸蝕防止に関する方法は岸より海にまっすぐ突
き出す突堤や海岸から100m程度離れた地点に離岸堤を断
続的に設置する等いずれも海底からコンクリート製消波
ブロック又は岩石を積み上げる方式が主流である 最近では沖合に海岸線と平行して1トン以上の岩石を
干潮時の水深から1m位の高さまで積み重ねる人工礁工法
が開発されている。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a method of preventing erosion of a shore using a structure having a wave-dissipating function (prior art). In most cases, concrete breakwater blocks or rocks are piled up from the sea floor, such as a straight jetty or a breakwater installed at a point about 100m away from the coast. An artificial reef construction method has been developed in which tons of rocks are stacked up to a height of about 1 m from the water depth at low tide.

(発明が解決しようとする問題点) しかしながら上記の海岸浸蝕防止法はいづれも数トン
にのぼるコンクリート製テトラポット(登録商標)か岩
石を海底より積上げていく方法であり、潮の干満差の大
きい場所で付近に採石場のない地域においては岩石やテ
トラポットを運搬することが至難で場所的に極めて限ら
れた工法といえよう。加えて海底が砂や泥の地質である
場合、岩石やテトラポットの沖合いへの流亡を防止する
ため多額の基礎工事が不可欠である。
(Problems to be Solved by the Invention) However, the above-mentioned coastal erosion prevention method is a method in which several tons of concrete tetrapot (registered trademark) or rocks are piled up from the sea floor, and the tide level is large. In areas where there is no quarry nearby, it is extremely difficult to transport rocks and tetrapots, and this method is extremely limited in terms of location. In addition, if the seabed is sandy or mud geological, a large amount of foundation work is essential to prevent rocks and tetrapods from flowing offshore.

〔問題点を解決するための手段〕[Means for solving the problem]

本発明が提案する方法は従来のようにテトラポットや
岩石の積み重ね又はコンクリート体のごとき重量物を主
体とする築堤を海岸の沖合に設置する土木工事中心の離
岸堤方式とは全く異なる工法である。それは金属、樹脂
あるいは合成繊維製のネット又は金属枠を用い、半円形
もしくは円筒形の構造体あるいは檻状の筐体を作り、こ
の中に浮力を持たせるため比重0.5〜0.7の中球球体と、
消波機能を持たせるための球体で表面積を大きくするた
め球体の上下方向の中心部に円形の穴をあけ円周の上下
に扇状の開口部を設け且つ扇状の開口部の一辺より中心
部に向けラインをつけた構造で比重1.5〜2の水中で浮
遊する浮遊球体と、回転しながら寄せてくる波のうち浮
消波堤の底から巻き上げる波に対する消波機能を持たせ
るため比重3〜4の中実球体を収納する。
The method proposed by the present invention is a completely different construction method from the conventional breakwater method centered on civil engineering work in which embankments mainly composed of heavy objects such as tetrapods or rocks or concrete bodies are installed offshore of the coast. is there. It uses a net or metal frame made of metal, resin, or synthetic fiber to make a semicircular or cylindrical structure or cage-like housing, and a medium spherical sphere with a specific gravity of 0.5 to 0.7 to give buoyancy in it. ,
In order to increase the surface area with a sphere to have a wave canceling function, a circular hole is made in the center of the sphere in the vertical direction, and fan-shaped openings are provided above and below the circumference, and the center of the fan-shaped opening is closer to the center than one side. A floating sphere that floats in water with a specific gravity of 1.5 to 2 with a line directed to it, and a specific gravity of 3 to 4 to have a wave-dissipating function for waves that rise from the bottom of the floating breakwater while rotating and coming in To store a solid sphere.

以上3種の球体の直径はいずれも15〜30cmとし、波浪
の強弱によりこれら消波球体の収納率を40〜70%の範囲
で収納する。波浪エネルギーをこれら球体の運動エネル
ギーに変換して、波浪を流れに変換する機能を持った浮
消波構造体を波浪侵食が著しい海岸線に砂浜と平行して
沖合の海中に浮遊状態で設置し、波浪による浮消波構造
体の流出を防止するため係留索でアンカーに固定してな
る浮消波構造体であり、海底の基礎工事は全て不要で潮
の干満、潮流に関係なく設置ができる最も経済的で短期
間で設置できる海岸侵食防止工法である。
The diameter of each of the three types of spheres is 15 to 30 cm, and the storage ratio of these wave-dissipating spheres is 40 to 70% depending on the strength of the waves. The wave energy is converted into the kinetic energy of these spheres, and the floating wave structure with the function of converting the waves into the current is installed in the sea offshore in parallel with the sandy beach on the coastline where wave erosion is remarkable, It is a floating wave structure that is fixed to the anchor with mooring lines to prevent the floating wave structure from flowing out due to waves.All submarine foundation work is unnecessary and can be installed regardless of tides and tides. Coastal erosion prevention method that is economical and can be installed in a short time.

この工法は海中に浮遊状態で海岸線に平行して沖合に
設置した浮消波構造体に沖合より回転しながら寄せてく
る波浪がぶっつかった時、浮消波構造体に収納している
消波球体のうち比重の重い中実球体が回転しながら寄せ
てくる波のうち浮消波堤の底から巻き上げる波によって
持ち上げられ、次には浮遊球体に衝突する。浮遊球体は
横波、斜波も受け移動しながら球体同士が衝突し、回転
波のエネルギーを減少させる。この消波構造体を抜け出
た波が寄せ波となり岸辺に達し、返し波となり沖合に戻
る時に浮消波堤に衝突するが、この波は寄せ波で後から
きた波が浮消波堤を抜け出た波と衝突し、波同士の相互
干渉により返し波は消波するとともに、寄せ波のエネル
ギーを減殺することになる。
In this method, when a wave coming from the offshore wave while rotating from the offshore hits the floating wave structure installed offshore in parallel with the coastline while floating in the sea, the wavebreaker housed in the floating wavebreaking structure Among the spheres, a solid sphere having a high specific gravity rotates and is lifted by waves rising from the bottom of the floating breakwater while coming in, and then collides with the floating sphere. The floating spheres also receive transverse waves and oblique waves and collide with each other while moving, reducing the energy of the rotating waves. The waves that have escaped from the wave-breaking structure are diverging waves that reach the shore, return waves, and collide with the floating breakwater when returning offshore. The waves collide with the waves, and the return waves are canceled by the mutual interference between the waves, and the energy of the wave approaching is reduced.

(作用) 金属製の枠とネットで構成された半円型、円筒型、の
構造体又は、金属製の檻状函体内に比重0,5〜4の範囲
で各種球体(直径15cm〜30cm)を収容率40〜70%の範囲
で収容した消波構造体を海中に浮遊状態にて設置する
と、構造体内の比重1.5〜2の球体と、比重3〜4の球
体は何れも浮遊状態にあるため、波を受けると比重1.5
〜2の表面積の大きい浮遊球体は移動、回転、衝突す
る。
(Action) Various spheres (diameter 15cm to 30cm) with a specific gravity of 0.5 to 4 in a semicircular or cylindrical structure composed of a metal frame and net, or a metal cage. When a wave-dissipating structure that accommodates in a range of 40-70% is installed in the sea in a floating state, both the spheres with a specific gravity of 1.5-2 and the spheres with a specific gravity of 3-4 in the structure are in a floating state Therefore, when receiving waves, specific gravity 1.5
The floating sphere having a large surface area of ~ 2 moves, rotates and collides.

一方比重3〜4の浮遊球体は低波を受け、持ち上げら
れ移動衝突して波のエネルギーを球体のエネルギーに転
換させることを基本原理とする。この消波構造体を海岸
線と併行に岸より一定距離を置いて、沖合いに、海中に
浮遊状態で設置し、移動、流失を防ぐためこの消波構造
体を係留索とアンカーにて固定する海岸浸蝕防止工法で
ある。
On the other hand, a floating sphere having a specific gravity of 3 to 4 receives a low wave, is lifted up, moves and collide, and converts the energy of the wave into the energy of the sphere. This wave-dissipating structure is installed alongside the shoreline at a certain distance from the shore, offshore, in a floating state in the sea, and fixed with mooring lines and anchors to prevent this wave-dissipating structure from moving and flowing away This is an erosion prevention method.

この方法は海中に浮遊状態で設置されている消波構造
体が沖から寄せる寄せ波を受けると、浮遊球体の運動に
転換され大幅に波長、波高が減殺される。然し100%波
が消されないので消波構造体を抜け出せた寄せ波の一部
は岸に達し返し波となり再びこの消波構造体にぶつか
る。この波はこれを抜け出た波と衝突し波の相互干渉に
よる相乗効果により波のエネルギーを減殺し消波し、返
し波による海岸浸蝕を防止する方法である。
According to this method, when a wave-dissipating structure installed in a floating state in the sea receives a wave approaching from offshore, it is converted into the movement of a floating sphere, and the wavelength and wave height are greatly reduced. However, since 100% of the waves are not eliminated, a part of the wave that has escaped from the wave-dissipating structure reaches the shore and returns as a wave. This wave is a method of colliding with a wave exiting the wave, reducing the energy of the wave by a synergistic effect due to the mutual interference of the waves, extinguishing the wave, and preventing coastal erosion by a return wave.

(発明の効果) 海岸の砂の運動の大部分は水中で起る。それは波や波
がつくる流れの結果である。波がある限り、海浜はたえ
ず移動している。
Most of the shore sand movement occurs underwater. It is the result of waves and the flow they create. As long as there are waves, the beach is constantly moving.

就中、海浜に近ずく波が小さい時は海底の砂は水分子
の軌道運動に伴い岸辺の方に移動する。一方波が大きく
高波の時は、波は岸辺より砂を運び去り、沖合いの方に
持ち去る。そこに砂州等の急な浅瀬があると、そこで波
は砕けるので砂州等はフイルターの役目をしている。
又、波による著るしい乱れにより動かされた砂は波を防
ぐ構造物があって、波の作用が弱められる所ならどこに
でも堆積する。
Especially when the waves approach the beach and the waves are small, the sand on the seabed moves toward the shore along with the orbital motion of the water molecules. On the other hand, when the waves are large and high, they carry the sand off the shore and offshore. If there is a steep shoal such as a sand bar, the waves break there, and the sand bar acts as a filter.
Also, sand moved by severe turbulence due to the waves has structures that prevent the waves and accumulate wherever the action of the waves is reduced.

本発明はこの様な自然現象にもとずき考案した消波構
造体による海岸浸蝕防止方法である。
The present invention is a method for preventing coastal erosion by a wave breaking structure devised based on such a natural phenomenon.

鉄枠で補強したネットを用いた半円型、円型の構造体
或いは金属製の檻状函体内に比重の異なる球体を波浪の
高低により収容率40〜70%の範囲で収容し、この消波構
造体を海中に海底より50cm〜1m浮かして、海岸線と併行
して設定する。この消波構造体は全体が浮遊しているた
め波による流失、移動を防止するため係留索とアンカー
で固定し海岸浸蝕防止体とする。
Spheres with different specific gravities are accommodated in a semi-circular or circular structure using a net reinforced with an iron frame, or a metal cage with a specific gravity of 40-70% depending on the level of waves. The wave structure is set 50cm to 1m below the sea floor in the sea and set alongside the coastline. Since this wave-absorbing structure is entirely floating, it is fixed with mooring lines and anchors to prevent erosion and movement due to waves to make it a coastal erosion prevention body.

沖より押し寄せた波がこの海岸浸蝕防止体にぶつかる
と、消波構造体内に収容した浮遊球体のうち比重1.5〜
2の表面積の大きい浮遊球体の球体は回転し、左右上下
に移動し球体間で衝突し合う運動となる。一方、比重3
以上の重い球体は寄せ波のうち低波を受けて浮き上り移
動する運動となる。寄せ波の殆んどは消波構造体の球体
運動に変換されそのエネルギーを減殺されるが、一部は
岸に向って押し寄せる。この波が返し波となって消波構
造体に戻って来ると再び浮遊球体の運動エネルギーとな
るか、或いは次の寄せ波とこの構造体内外で衝突し、寄
せ波も返し波も共々エネルギーは相殺される。
When a wave coming from offshore hits this coastal erosion prevention body, the specific gravity of the floating spheres contained in the wave-breaking structure is 1.5 to 1.5
The sphere of the floating sphere having a large surface area of 2 rotates, moves up and down, right and left, and collides between the spheres. On the other hand, specific gravity 3
The above-mentioned heavy sphere moves up and receives a low wave among the swelling waves. Most of the wave is converted into spherical motion of the wave-dissipating structure and its energy is attenuated, but a part of the wave rushes toward the shore. When this wave returns as a return wave and returns to the wave-dissipating structure, it becomes the kinetic energy of the floating sphere again, or it collides with the next shunt wave inside and outside the structure, and the energy of both the shunt wave and the return wave is Offset.

この様に沖から大きく高い波を消波構造体がその球体
運動で減殺させるものであるが、消波構造体は海水が自
由に移動可能な様に収容球体の収容密度を小さくしてい
るため、水は自由に流れて行く空間を持っている。この
構造が消波構造体を球体の運動のみでなく、寄せ波、返
し波の波同志の衝突による減殺消波を可能ならしめるも
のである。この結果、波長、波高の大きい波を消波する
ことにより、海岸浸蝕を防止すると共に、既に波で浸蝕
された状態の海浜の復旧にも応用することも可能であ
る。
In this way, the wave-dissipating structure reduces large and high waves from offshore by its spherical motion, but the wave-dissipating structure reduces the housing density of the containing sphere so that seawater can move freely. There is a space where water flows freely. This structure enables the wave-dissipating structure not only to move the sphere, but also to reduce and eliminate waves due to the collision of the wave of the wave approaching and the wave of the returning wave. As a result, it is possible to prevent coastal erosion by extinguishing a wave having a large wavelength and wave height, and to apply the present invention to restoration of a beach already eroded by a wave.

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

第一図は発明の消波構造体による海岸浸蝕防止の全体図
を示す。 は球体、は鉄製フレーム、は係留索、はアンカ
ー 第二図は消波構造体の形状 〜はネットとフレームの組合せによる消波構造体 イ.は球体、ロ.はネット、ハ.はフレーム
FIG. 1 is an overall view of the shore erosion prevention by the wave breaking structure of the present invention. Is a sphere, is an iron frame, is a mooring line, is an anchor Figure 2 shows the shape of a wave-dissipating structure ~ is a wave-dissipating structure using a combination of a net and a frame. Is a sphere, b. Is net, c. Is the frame

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】金属又は樹脂あるいは合成繊維製のネット
又は金属枠からなる半円形もしくは円筒形の構造体ある
いは檻状の筐体を作り、この中に浮力を持たせるため比
重0.5〜0.7の中空球体と、消波機能を持たせるため表面
積を大きくするために球体の上下方向の中心部に円形の
穴をあけ、円周の上下に扇状の開口部を設け且つ扇状の
開口部の一辺より中心部に向けラインをつけた構造で比
重1.5〜2の水中で浮遊する浮遊球体と、回転しながら
寄せてくる波のうち浮消波堤の底から巻き上げる波に対
する消波機能を持たせるため比重3〜4の中実球体を収
納する、 以上3種の比重の異なる球体の直径はいずれも15〜30cm
とし、波浪の強弱により消波球体の収納率を40〜70%と
し、波浪エネルギーをこれら球体の運動エネルギーに変
換して波浪を流れに変換する機能を持った消波構造体を
波浪侵食の著しい海岸線に砂浜と平行して沖合の海中に
浮遊状態で設置し、波浪による消波構造体の流失を防止
するため係留索でアンカーに固定してなる海岸侵食防止
工法。
1. A semi-circular or cylindrical structure or a cage-like housing made of a net or metal frame made of metal or resin or synthetic fiber, and a hollow having a specific gravity of 0.5 to 0.7 in order to have buoyancy therein. A spherical hole is formed in the center of the sphere in the vertical direction in order to increase the surface area so as to have a wave-eliminating function, a fan-shaped opening is provided above and below the circumference, and the center is located at one side of the fan-shaped opening. A floating sphere floating in water with a specific gravity of 1.5 to 2 with a line directed toward the part, and a specific gravity of 3 to give a wave-dissipating function to the waves that roll up from the bottom of the floating breakwater while rotating while coming in ~ 4 solid spheres are stored. Each of the three spheres with different specific gravity has a diameter of 15 ~ 30cm
According to the strength of the waves, the storage rate of the wave-dissipating sphere is set to 40 to 70% depending on the strength of the waves, and the wave-dissipating structure with the function of converting the wave energy to the kinetic energy of these spheres and converting the waves into a flow is remarkably wave eroded A coastal erosion prevention method that is installed on the shoreline in a suspended state in the sea offshore in parallel with the sandy beach, and fixed to the anchor with mooring lines to prevent the wave-dissipating structure from being washed away by waves.
JP2075773A 1990-03-27 1990-03-27 Coastal erosion prevention method using wave-dissipating structures Expired - Fee Related JP2835867B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2075773A JP2835867B2 (en) 1990-03-27 1990-03-27 Coastal erosion prevention method using wave-dissipating structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2075773A JP2835867B2 (en) 1990-03-27 1990-03-27 Coastal erosion prevention method using wave-dissipating structures

Publications (2)

Publication Number Publication Date
JPH05195518A JPH05195518A (en) 1993-08-03
JP2835867B2 true JP2835867B2 (en) 1998-12-14

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Country Link
JP (1) JP2835867B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103498754A (en) * 2006-11-03 2014-01-08 刻托知识产权有限公司 Buoyant actuator

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