JPH04330109A - Ocan purifying bank - Google Patents

Ocan purifying bank

Info

Publication number
JPH04330109A
JPH04330109A JP3126892A JP12689291A JPH04330109A JP H04330109 A JPH04330109 A JP H04330109A JP 3126892 A JP3126892 A JP 3126892A JP 12689291 A JP12689291 A JP 12689291A JP H04330109 A JPH04330109 A JP H04330109A
Authority
JP
Japan
Prior art keywords
purification
seawater
ocean
embankment
port
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.)
Pending
Application number
JP3126892A
Other languages
Japanese (ja)
Inventor
Kiyoshi Matsuo
松尾 潔
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction Co 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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP3126892A priority Critical patent/JPH04330109A/en
Publication of JPH04330109A publication Critical patent/JPH04330109A/en
Pending 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)

Abstract

PURPOSE:To purify sea water by using the wave energy of the CONSTITUTION:A purifying means accommodation part 71 is formed at that side face of an embankment 7 on its open sea 5 side, and in this part 71, water purifying blocks 10 are accommodated together with irregularly formed blocks 9. The sea water having intruded to the accommodation part 71 in the form that waves 13 strike it, is purified by the blocks 10 to then return to the open sea from a return hole 12.

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、海洋の近海海域に使用
する浄化堤に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a purification embankment used in coastal waters of the ocean.

【0002】0002

【従来の技術】従来、海洋の近海海域では、河川から汚
水が注ぎ込むことにより汚染された海水が、汚染された
侭の状態で放置されていた。また、マリーナ等において
は繋留された船舶から油が流出する為に、該油に汚濁物
が付着して海水面に浮漂して、海水の汚染がさらに助長
されていた。
BACKGROUND OF THE INVENTION Conventionally, seawater contaminated by sewage poured in from rivers has been left in the nearshore waters of the ocean in a contaminated state. Furthermore, as oil flows out from moored ships in marinas and the like, pollutants adhere to the oil and float on the seawater surface, further promoting seawater pollution.

【0003】0003

【発明が解決しようとする課題】このため近年、近海海
域の海水は著しく汚染が進み、魚がいなくなり漁民の生
活が脅かされたり、また、海水浴場やマリーナ等に利用
することが出来ない海域が増えてきた。しかし、海洋に
海水の浄化設備を作ろうとすると、莫大な費用と動力が
必要になる。本発明は上記事情に鑑み、海洋の波力エネ
ルギーを利用して、近海海域の海水を浄化することが出
来る、浄化堤を提供しようとするものである。
[Problem to be solved by the invention] For this reason, in recent years, the seawater in the coastal waters has become extremely polluted, fish are disappearing, and the lives of fishermen are threatened, and there are areas in the sea that cannot be used for beaches, marinas, etc. It has increased. However, building seawater purification equipment in the ocean would require enormous amounts of money and power. In view of the above-mentioned circumstances, the present invention aims to provide a purification embankment that can purify seawater in nearby waters by utilizing ocean wave energy.

【0004】0004

【課題を解決するための手段】本発明は、海洋(1)中
に配置される堤体(7)を有し、前記堤体(7)の外洋
(5)側側部の波打ち寄せ部位(71)に海水の浄化手
段(10)を、該堤体(7)の設置方向に沿う形で設け
、前記浄化手段(10)に還水部(12)を設けて構成
される。なお、(  )内の番号等は、図面における対
応する要素を示す、便宜的なものであり、従って、本記
述は図面上の記載に限定拘束されるものではない。以下
[Means for Solving the Problems] The present invention has an embankment body (7) disposed in the ocean (1), and a wave-lashing area ( 71) is provided with seawater purification means (10) along the installation direction of the embankment body (7), and the purification means (10) is provided with a water return section (12). Note that the numbers in parentheses are for convenience and indicate corresponding elements in the drawings, and therefore, this description is not limited to the descriptions on the drawings. below

【作用】の欄についても同様である。The same applies to the [Effect] column.

【0005】[0005]

【作用】上記した構成により、本発明は、浄化手段(1
0)が、波打ち寄せ部位(71)から侵入した海水を浄
化して、海洋(1)中に還水するように作用する。
[Operation] With the above-described configuration, the present invention provides the purifying means (1
0) acts to purify seawater that has entered from the wave-washing area (71) and returns it to the ocean (1).

【0006】[0006]

【実施例】図1は、本発明による浄化堤の一実施例を示
す断面図、図2は、海洋の近海海域の一例を示す図であ
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a cross-sectional view showing an embodiment of a purification levee according to the present invention, and FIG. 2 is a view showing an example of an ocean near sea area.

【0007】海洋の近海海域1には、例えば図2に示す
ように、陸地2の臨海線2aが図中右方に窪む形で港湾
3が形成されており、港湾3には海水浴場や船舶の繋留
設備等が設けられて、利用されている。港湾3の図中左
方は外洋5に連続されており、港湾3と外洋5の間には
浄化堤6が、図中下端が陸地2に接続された形で構築さ
れて、設けられている。
As shown in FIG. 2, for example, a port 3 is formed in the coastal area 1 of the ocean, with the waterfront line 2a of the land 2 concave to the right in the figure. Ship mooring facilities are installed and in use. The left side of the port 3 in the figure is connected to the open ocean 5, and a purification embankment 6 is constructed and provided between the port 3 and the open ocean 5 with its lower end connected to the land 2 in the figure. .

【0008】浄化堤6は、図1に示すように、鉄筋コン
クリートによる堤体7を有しており、堤体7は、図中矢
印Aで示した波頭進行方向にほぼ直交する形で、即ち図
中紙面と直交する方向に伸延する形で、構築されている
。堤体7は、満潮時に海水面5aから鉛直方向に突出し
得る形で、近海海域1における波高に合わせて形成され
ており、堤体7の図中下端は、基礎地盤に支持される形
で、海底に固定されている。堤体7の外洋5側、即ち図
中左方上部には、浄化手段収容部71が、該堤体7が伸
延方向(図2中矢印C、D方向)全長に亙って陥没する
形で形成されており、浄化手段収容部71は港湾3側か
ら外洋5側に向かって、即ち図中右方から左方に向かっ
て低傾し、左端において海水面5aに近接した底部71
aを有している。浄化手段収容部71の港湾3側、即ち
図中右側には波返し11が、堤体7が伸延方向全長にお
いて図中上方に突出する形で、形成されており、波返し
11の港湾3側、即ち図中右側には平面部72が形成さ
れている。浄化手段収容部71には、図中上部に異形ブ
ロック9が、崩れ落ちることなく並べられる形で、詰め
られており、異形ブロック9は堤体7の左端に形成され
た立上り部73により、外洋5への溢れ落ちが防止され
ている。また、異形ブロック9は堤体7の伸延方向先端
部分(図2中上端部分)において、適宜緊締されること
により、浄化手段収容部71からの溢れ落ちが防止され
ている。異形ブロック9の下方の底部71a上には、各
容体が異形ブロック9に比して小体に形成される砕石等
からなる水質浄化ブロック10が、浄化手段収容部71
の内底部の低傾状態を整える形で、充填されており、水
質浄化ブロック10の図中左方には還水口12が、海水
面5aより上方に配置される形で設けられている。還水
口12には濾過網121が、堤体7に装着される形で設
けられており、濾過網121は、水質浄化ブロック10
が外洋5に流出し得ない形で、細網状に形成されている
As shown in FIG. 1, the purification dam 6 has a dam body 7 made of reinforced concrete. It is constructed in such a way that it extends in a direction perpendicular to the plane of the inner paper. The embankment body 7 has a shape that can protrude vertically from the sea level 5a at high tide, and is formed in accordance with the wave height in the near sea area 1, and the lower end of the embankment body 7 in the figure is supported by the foundation ground. Fixed to the sea floor. A purification means housing portion 71 is provided on the open ocean 5 side of the embankment body 7, that is, on the upper left side in the figure, in a form in which the embankment body 7 is depressed over its entire length in the extension direction (directions of arrows C and D in FIG. 2). The purifying means housing portion 71 is inclined low from the port 3 side to the open ocean 5 side, that is, from the right side to the left side in the figure, and has a bottom portion 71 close to the sea level 5a at the left end.
It has a. A wave return 11 is formed on the port 3 side of the purification means housing portion 71, that is, on the right side in the figure, in such a manner that the embankment body 7 protrudes upward in the figure along the entire length in the extension direction. That is, a flat portion 72 is formed on the right side in the figure. In the purification means housing part 71, irregularly shaped blocks 9 are packed in the upper part of the figure in a manner that they are lined up without collapsing. Overflow is prevented. Further, the irregularly shaped block 9 is appropriately tightened at the distal end portion (the upper end portion in FIG. 2) of the embankment body 7 in the extension direction, thereby preventing overflowing from the purifying means accommodating portion 71. On the lower bottom part 71a of the irregularly shaped block 9, a water purifying block 10 made of crushed stone or the like, each of which is formed into a smaller body than the irregularly shaped block 9, is placed in the purifying means housing part 71.
A water return port 12 is provided on the left side of the water purification block 10 in the figure so as to be located above the sea level 5a. A filtration net 121 is provided at the water return port 12 in a manner attached to the embankment body 7, and the filtration net 121 is attached to the water purification block 10.
It is formed in a reticular shape so that it cannot flow out into the open ocean 5.

【0009】浄化堤6は以上のような構成を有するので
、近海海域1において、海水がどのように浄化されるか
を説明する。ここで、近海海域1の海水は、外洋5から
陸2に向かって波13が打ち寄せる形で、海水面5a付
近の海水表層部分が移動しており、また、波13より低
層部分の海水は、矢印A方向にうねりが進行する形で、
外洋5から港湾3に向かって、移動している。また、港
湾3内には、図中矢印Bで示す海水の循環流が、臨海線
2aに沿って港湾3内を、地形に応じて適宜循環する形
で形成されている。そして、近海海域1の海水は、陸地
2から河川を介して、また港湾3内において油等の汚濁
物が人為的に投棄されることにより、汚染されている。
Since the purification embankment 6 has the above-mentioned configuration, how seawater is purified in the near sea area 1 will be explained. Here, in the seawater in the near sea area 1, the surface layer of the seawater near the seawater surface 5a is moving in the form of waves 13 crashing from the open ocean 5 toward the land 2, and the seawater in the lower layer than the waves 13 is moving. With the undulation progressing in the direction of arrow A,
It is moving from open ocean 5 towards port 3. Further, within the harbor 3, a circulating flow of seawater indicated by an arrow B in the figure is formed in such a manner that it circulates within the harbor 3 as appropriate depending on the topography along the waterfront line 2a. Seawater in the near sea area 1 is contaminated by artificially dumping pollutants such as oil from the land 2 via rivers and within the port 3.

【0010】いま、外洋5から陸2に向かって、即ち矢
印A方向に進行してきた海水は、港湾3との間に伸延し
ている浄化堤6により港湾3への移動が一旦阻止されて
、波13が該浄化堤6の側部に打ちかかる形で浄化手段
収容部71中に侵入する。浄化手段収容部71中に侵入
した海水は異形ブロック9により波13のエネルギーを
緩衝されることにより、また、波13に波頭が生じてい
た場合には、波返し11の側部に図中左方から衝突する
ことにより、浄化堤6の周囲に飛散することなく、水質
浄化ブロック10中に落下する。そして、海水中に包含
されていた汚濁物は、水質浄化ブロック10に付着する
形で、海水から除去される。汚濁物が除去されることに
より浄化された海水は、底部71aに沿って図1中左方
に流下し、濾過網121を介して、還水口12から外洋
5中に戻される。この際、還水口12は海水面5aより
上方に配置されているので、底部71aに沿って流下し
た海水が水質浄化ブロック10中に滞留することなく速
やかに外洋5に流出することが出来、従って、該水質浄
化ブロック10の水質浄化作用が十分に活用されること
になる。また、ここで、港湾3において投棄された油が
海水の汚濁物の根源となっている場合には、該油は海水
面5a付近の海水表層部分に多く浮遊しているので、特
に除去され易い。こうして、浄化堤6を介して浄化され
て外洋5に戻された海水は、前述した循環流の一部とな
って、港湾3内に流入する。すると、港湾3に流入した
浄化済みの海水は、循環流と共に、臨海線2aに沿う形
で外洋5に何れ流出していき、そして、外洋5から波1
3と共に、再び浄化堤6に打ち寄せる。こうして、近海
海域1の海水は、浄化堤6を介して外洋5と港湾3を循
環することにより穏次継続的に浄化されて、港湾3を海
水浴場やマリーナ等のレジャー空間として利用すること
が出来るようになるだけではなく、近海海域1全体に、
魚等が居住し得る環境が復元される。
[0010] Now, the seawater that has been moving towards the land 2 from the open ocean 5, that is, in the direction of arrow A, is temporarily blocked from moving to the port 3 by the purification levee 6 extending between it and the port 3. The waves 13 enter the purification means housing portion 71 in the form of hitting the side of the purification bank 6. The energy of the waves 13 from the seawater that has entered the purification means housing section 71 is buffered by the irregularly shaped block 9, and if the wave 13 has a crest, it will appear on the side of the wave return 11 on the left in the figure. By colliding from the opposite direction, the water falls into the water purification block 10 without being scattered around the purification embankment 6. Then, the pollutants contained in the seawater are removed from the seawater while being attached to the water purification block 10. The seawater that has been purified by removing pollutants flows down to the left in FIG. At this time, since the return water port 12 is arranged above the seawater level 5a, the seawater flowing down along the bottom part 71a can quickly flow out to the open ocean 5 without staying in the water purification block 10. , the water purification effect of the water purification block 10 will be fully utilized. In addition, if the oil dumped in the port 3 is the source of seawater pollution, it is particularly easy to remove since most of the oil is floating in the surface layer of the seawater near the seawater level 5a. . In this way, the seawater purified through the purification dam 6 and returned to the open ocean 5 flows into the harbor 3 as part of the above-mentioned circulation flow. Then, the purified seawater that has flowed into the port 3 flows out into the open ocean 5 along the coastal line 2a along with the circulation flow, and from the open ocean 5 waves 1
3, it washes up against the purification embankment 6 again. In this way, the seawater in the near sea area 1 is gradually and continuously purified by circulating between the open ocean 5 and the port 3 via the purification levee 6, and the port 3 can be used as a leisure space such as a beach or marina. Not only will it be possible to do so, but it will also be possible to
An environment where fish and other animals can live will be restored.

【0011】なお、上述した浄化手段収容部71の底部
71a等の内底部分を、還水口12が港湾3側に配置さ
れる形で形成して、堤体7を構成すれば、水質浄化ブロ
ック10を介して浄化された海水を港湾3中に還水する
ことが可能となる。また、上述した実施例においては、
水質浄化ブロック10により海水が浄化される例を述べ
たが、海水の浄化手段は適宜変更されて構わず、例えば
、砕石と共に砂利、細砂、活性炭、微生物等を用いて海
水の浄化を行えば、さらに一層海水の浄化作用を高める
ことが出来る。さらに、浄化堤6は固定構造物である必
要はなく、堤体7が、海水面5aより海中に半没した形
の、浮遊体であっても何等差し支えない。
Furthermore, if the inner bottom portion such as the bottom portion 71a of the above-mentioned purification means housing portion 71 is formed in such a manner that the water return port 12 is arranged on the port 3 side, and the embankment body 7 is constructed, the water purification block can be formed. It becomes possible to return the purified seawater to the port 3 via the port 10. Furthermore, in the embodiment described above,
Although we have described an example in which seawater is purified by the water purification block 10, the seawater purification means may be changed as appropriate. For example, seawater may be purified using gravel, fine sand, activated carbon, microorganisms, etc. in addition to crushed stone. , it is possible to further enhance the purification effect of seawater. Further, the purification bank 6 does not need to be a fixed structure, and the bank body 7 may be a floating body half submerged in the sea below the sea level 5a.

【0012】0012

【発明の効果】以上説明したように、本発明によれば、
近海海域1等の海洋中に配置される堤体7を有し、前記
堤体7の外洋5側側部の浄化手段収容部71等の波打ち
寄せ部位に水質浄化ブロック10等の海水の浄化手段を
、該堤体7の設置方向に沿う形で設け、前記浄化手段に
還水口12等の還水部を設けて、浄化堤6を構成したの
で、浄化手段が、波打ち寄せ部位から侵入した海水を浄
化して、海洋中に還水することが出来る。従って、浄化
堤6に何等動力源を設けなくとも、海洋に現存している
波力エネルギーを利用することにより海水を浄化するこ
とが出来るので、海洋の浄化設備に必要とされる費用は
、浄化堤6の構築費用と保守管理費用だけで済む。即ち
、近海海域1に、本発明による浄化堤6を多数設けるこ
とにより、広範囲の沿岸海域を浄化して、魚等が居住し
得る海洋環境を復元すると共に、海水浴場やマリーナ等
のレジャー空間として利用することが可能となる。
[Effects of the Invention] As explained above, according to the present invention,
It has an embankment body 7 disposed in the ocean such as a near sea area 1, and a seawater purification means such as a water purification block 10 is installed in a wave-washed area such as a purification means housing part 71 on the side of the embankment body 7 on the open ocean 5 side. is provided along the installation direction of the embankment body 7, and the purification means is provided with a water return part such as the water return port 12 to constitute the purification embankment 6. Therefore, the purification means can remove seawater that has entered from the wave-washing area. water can be purified and returned to the ocean. Therefore, even if the purification levee 6 is not provided with any power source, seawater can be purified by using the wave energy existing in the ocean, so the cost required for ocean purification equipment is reduced. Only the construction cost and maintenance management cost of levee 6 are required. That is, by providing a large number of purification levees 6 according to the present invention in the nearshore sea area 1, a wide range of coastal sea areas can be purified and a marine environment inhabited by fish etc. can be restored, and it can also be used as a leisure space such as a beach or a marina. It becomes possible to use it.

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

【図1】本発明による浄化堤の一実施例を示す断面図で
ある。
FIG. 1 is a sectional view showing one embodiment of a purification bank according to the present invention.

【図2】海洋の近海海域の一例を示す図である。FIG. 2 is a diagram illustrating an example of an ocean near sea area.

【符号の説明】[Explanation of symbols]

1……近海海域(海洋) 5……外洋 6……浄化堤 7……堤体 71……浄化手段収容部(波打ち寄せ部位)10……水
質浄化ブロック 12……還水口(還水部)
1... Inshore sea area (ocean) 5... Open ocean 6... Purification levee 7... Embankment body 71... Purification means housing part (wave crashing area) 10... Water purification block 12... Water return port (water return part)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】海洋中に配置される堤体を有し、前記堤体
の外洋側側部の波打ち寄せ部位に海水の浄化手段を、該
堤体の設置方向に沿う形で設け、前記浄化手段に還水部
を設けて構成した浄化堤。
Claim 1: An embankment body disposed in the ocean, a seawater purification means provided along the installation direction of the embankment body at a part where waves hit the ocean side of the embankment body, A purification embankment with a water return section.
JP3126892A 1991-04-30 1991-04-30 Ocan purifying bank Pending JPH04330109A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3126892A JPH04330109A (en) 1991-04-30 1991-04-30 Ocan purifying bank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3126892A JPH04330109A (en) 1991-04-30 1991-04-30 Ocan purifying bank

Publications (1)

Publication Number Publication Date
JPH04330109A true JPH04330109A (en) 1992-11-18

Family

ID=14946448

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3126892A Pending JPH04330109A (en) 1991-04-30 1991-04-30 Ocan purifying bank

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JP (1) JPH04330109A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111305144A (en) * 2019-12-13 2020-06-19 河海大学 Ecological revetment for purifying water quality by utilizing ship traveling wave kinetic energy and use method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111305144A (en) * 2019-12-13 2020-06-19 河海大学 Ecological revetment for purifying water quality by utilizing ship traveling wave kinetic energy and use method thereof

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