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JP2510941B2 - Water quality improvement system using long-period wave energy - Google Patents
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JP2510941B2 - Water quality improvement system using long-period wave energy - Google Patents

Water quality improvement system using long-period wave energy

Info

Publication number
JP2510941B2
JP2510941B2 JP13007893A JP13007893A JP2510941B2 JP 2510941 B2 JP2510941 B2 JP 2510941B2 JP 13007893 A JP13007893 A JP 13007893A JP 13007893 A JP13007893 A JP 13007893A JP 2510941 B2 JP2510941 B2 JP 2510941B2
Authority
JP
Japan
Prior art keywords
outer shell
water quality
water
air
long
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
JP13007893A
Other languages
Japanese (ja)
Other versions
JPH06320192A (en
Inventor
道男 松岡
勝弘 佐藤
朗 松本
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.)
Tetra Co Ltd
Original Assignee
Tetra 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 Tetra Co Ltd filed Critical Tetra Co Ltd
Priority to JP13007893A priority Critical patent/JP2510941B2/en
Publication of JPH06320192A publication Critical patent/JPH06320192A/en
Application granted granted Critical
Publication of JP2510941B2 publication Critical patent/JP2510941B2/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
    • 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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Electromagnetic Pumps, Or The Like (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明が属する技術分野】この発明は、長周期波エネル
ギーを利用した水質改善システムに関するものであり、
一層詳細には、長周期波エネルギーを利用して形状的に
閉鎖水域となるような内湾域の水質を改善するシステム
に関するものである。
TECHNICAL FIELD The present invention relates to a water quality improvement system utilizing long-period wave energy,
More specifically, the present invention relates to a system for improving water quality in an inner bay area that is a closed water area in shape by using long-period wave energy.

【0002】[0002]

【従来の技術および発明が解決すべき課題】近時、沿岸
水域の利用の要請が高まるなかで内湾域の浄化はその最
も基本的な問題として捉える必要がある。
2. Description of the Related Art Recently, as the demand for the use of coastal waters has increased, the purification of the inner bay must be regarded as the most basic problem.

【0003】ところで、地形的な関係で閉鎖水域になっ
てしまうような内湾では海水の交流が充分行われないた
め、浮遊不純物が増加するだけでなくヘドロなどの堆積
物によって溶存酸素量が低下して自浄能力が極めて低く
なり、従って、このような内湾域における水質を改善す
ることは環境整備などの面からも重要な問題となってき
ている。
By the way, since the exchange of seawater is not sufficient in the inner bay where the water is closed due to topographical relations, the amount of suspended oxygen increases and the amount of dissolved oxygen decreases due to sediment such as sludge. As a result, the self-cleaning capacity has become extremely low, and thus improving the water quality in such inner bay areas has become an important issue in terms of environmental improvement.

【0004】そこで、このような閉鎖性の内湾水域にお
ける水質改善手段として、例えば、浮遊不純物を適宜回
収して除去したり、ヘドロなどの堆積物に対しては浚渫
除去したり、海上から投入した覆砂によって被蓋した
り、さらには湾外の海水の流入経路を確保して海水の交
流が少しでも生じるようにするなど種々の対策が講じら
れている。
Therefore, as means for improving water quality in such a closed inner bay water area, for example, suspended impurities are appropriately collected and removed, and sediment such as sludge is dredged and removed, or is injected from the sea. Various measures have been taken, such as covering with sand cover and securing seawater inflow routes outside the bay so that seawater exchange can occur as much as possible.

【0005】しかしながら、いずれの方法も費用が嵩
み、浮遊不純物やヘドロなどの堆積物は一時的には除去
されるもののあくまでも二次的な対策であるため内湾水
域自体の水質を長期間に亘って改善ないしは保持してい
くことは困難であった。
However, all of these methods are expensive, and although sediments such as suspended impurities and sludge are temporarily removed, they are secondary measures, so the water quality of the inner bay area itself is maintained for a long period of time. It was difficult to improve or maintain it.

【0006】一方、風波のような短周期波浪エネルギー
を駆動源とする波動ポンプを使用して動力コストを省略
するとともに水域の底層水を汲み上げて海水を交流させ
たり、波力に共振する空気圧縮機構によって得られた圧
縮空気を水中に散気(エアレーション)することにより
水質の改善を図るシステムも提案されているが、風波の
ような短周期波はエネルギーが急速に減衰してしまうの
で駆動源として効率が極めて悪く浮遊不純物などによる
汚濁もあるため、水質改善を満足に行うことができなか
った。
On the other hand, a wave pump that uses short-period wave energy such as wind waves as a drive source is used to omit the power cost, pump the bottom layer water of the water area to exchange seawater, and resonate with the wave force. A system that improves the water quality by aerating the compressed air obtained by the mechanism into the water has also been proposed, but the energy of short-period waves such as wind waves is rapidly attenuated, so the drive source However, the water quality could not be satisfactorily improved because the efficiency was extremely poor and there was contamination due to suspended impurities.

【0007】[0007]

【課題の解決手段】そこで、この発明では、風波などよ
りも波長の長い、例えば、内湾域にみられる海面振動の
共振現象(副振動)や潮汐による海面振動などの長周期
波のエネルギーに着目し、形状的に閉鎖水域となるよう
な内湾域にこれらの長周期波のうち数十秒周期の水位変
動に共振ししかも矩形状に形成した外郭体を配設し、こ
の矩形状外郭体に複数の開口部を開設するとともにこれ
らの開口部の流入係数に差をつけて所定の開口部のみか
ら海水が放出されるように形成し、一方前記外郭体内の
隅角部には該外郭体内で生じる重複波による水位変動と
共振するように条件設定した空気圧縮機構を設け、この
空気圧縮機構で得られた圧縮空気を定圧貯留タンクを介
して海底に配設した散気管に接続し、さらに前記開口部
に浮遊不純物の回収フィルターを配設することにより、
自然の外力(長周期波エネルギー)を効率よく利用して
内湾水域の水質を改善するとともに浮遊不純物などによ
る汚濁なども阻止しようとするものである。
Therefore, in the present invention, attention is paid to the energy of long-period waves having a wavelength longer than that of wind waves, for example, a resonance phenomenon (sub-vibration) of sea surface vibration found in the inner bay area and sea surface vibration due to tidal waves. However, a rectangular outer shell that resonates with the water level fluctuation of several tens of seconds of these long-period waves and is formed in a rectangular shape is arranged in the inner bay area that is a closed water area in shape. A plurality of openings are formed, and the inflow coefficients of these openings are made different so that seawater is discharged only from a predetermined opening, while the corners of the outer shell are formed inside the outer shell. An air compression mechanism was set up so as to resonate with the water level fluctuation due to the generated overlapping waves, and the compressed air obtained by this air compression mechanism was connected to a diffuser pipe arranged on the seabed via a constant pressure storage tank, and Time for floating impurities in the opening By disposing the filter,
By using the external force of nature (energy of long-period waves) efficiently, the water quality in the inner bay is improved and the pollution due to floating impurities is also prevented.

【0008】[0008]

【発明の実施の態様】この発明に係る水質改善システム
では、形状的に閉鎖水域となるような内湾域で生ずる長
周期の水位変動を矩形状外郭体内の隅角部において共振
現象を利用して増幅し、増幅された水位変動を空気圧縮
機構のピストン部材との共振現象によりさらにピストン
部材の上下振動(往復動)に増幅して外気を効率良く圧
縮して貯留するとともにこの圧縮空気を散気管から海中
に放散し、この放散時のエアレーション作用で溶存酸素
量を増大させて自浄能力を向上させることにより水質の
改善が行われる。一方、外郭体内に浮遊する不純物等
は、流入係数の差によって生じる一方向の流れに乗り開
口部に配置したフィルターによって回収されるものであ
る。
BEST MODE FOR CARRYING OUT THE INVENTION In the water quality improvement system according to the present invention, a long-period water level fluctuation occurring in an inner bay area which is a closed water area in shape is utilized by utilizing a resonance phenomenon in a corner portion in a rectangular outer shell. Amplify and amplify the amplified water level fluctuation to the vertical vibration (reciprocating motion) of the piston member due to the resonance phenomenon with the piston member of the air compression mechanism to efficiently compress and store the outside air and also to diffuse this compressed air The water quality is improved by increasing the amount of dissolved oxygen and improving the self-cleaning ability by aeration action during the emission. On the other hand, impurities and the like floating in the outer shell are collected by a filter disposed in the opening riding on the one-way flow caused by the difference in the inflow coefficient.

【0009】[0009]

【実施例】次に、本発明に係る水質改善システムの好通
な実施例につき添付図面を参照しながら以下詳細に説明
する。
The preferred embodiments of the water quality improving system according to the present invention will be described in detail below with reference to the accompanying drawings.

【0010】図1および図2において、本発明に係る水
質改善システム10は形状的に閉鎖水域となるような内
湾域に配設されている。そしてこの水質改善システム1
0は、例えば、矢板などを使用して内湾水域の所定個所
を矩形状に囲繞するとともに囲繞された水域が数十秒周
期の水位変動によって共振するように寸法設定された外
郭体16を備え、この矩形状外郭体16には2ケ所の開
口部12、14を開設する。外郭体16をこのように形
成することにより、外郭体16内の隅角部近傍が、図1
のように上下方向と左右方向の2方向の波が重合した重
複波の腹になりしかも共振しているのでその水位変動が
最も大きくなる。なお、この場合、外郭体を、例えば、
円形状に形成しても重複波の共振は起こるが波の重合が
ないので水位変動は小さく、これに対し外郭体を矩形状
に形成すると、上下方向の共振した波の腹と左右方向の
共振した波の腹とが隅角部で重なり水位変動が相乗的に
作用して最も大きくなり、従って、本実施例のように外
郭体の形状は矩形状に設定するのが最適である。
1 and 2, the water quality improvement system 10 according to the present invention is arranged in an inner bay area which is a closed water area in shape. And this water quality improvement system 1
0 includes, for example, an outer shell 16 that surrounds a predetermined portion of the inner bay water area in a rectangular shape by using a sheet pile or the like, and is dimensioned so that the surrounded water area resonates by a water level fluctuation of a cycle of several tens of seconds. Two openings 12, 14 are formed in the rectangular outer shell 16. By forming the outer shell 16 in this manner, the vicinity of the corner portion in the outer shell 16 is formed as shown in FIG.
As described above, since the waves in the two directions of the vertical direction and the horizontal direction are overlapped to form antinodes and resonate, the water level fluctuation is the largest. In this case, the outer shell is, for example,
Even if it is formed in a circular shape, resonance of overlapping waves will occur, but since there is no overlapping of waves, the water level fluctuation will be small. The antinodes of the wave are overlapped at the corners and the water level fluctuations act synergistically to be the largest. Therefore, it is optimal to set the shape of the outer shell to a rectangular shape as in this embodiment.

【0011】そしてこの外郭体16内における水位変動
が最も大きい隅角部および側縁部には複数の空気圧縮機
構18を配設し、これらの空気圧縮機構18と所定箇所
に設置した圧縮空気定圧貯留タンク20とを送気管22
によって接続し、さらにこの圧縮空気定圧貯留タンク2
0から導出した送気管24を散気管26に連通する。な
お、散気管26はその長手方向に沿って多数の小孔を開
設した従来公知の管体によって形成されており、これら
の散気管26は外郭体16内の海底に適宜の手段によっ
て固定する。
A plurality of air compression mechanisms 18 are provided at the corners and side edges of the outer body 16 where the water level fluctuation is greatest, and the compressed air constant pressures of these air compression mechanisms 18 and predetermined locations are set. Storage tank 20 and air pipe 22
Connected by this compressed air constant pressure storage tank 2
The air supply pipe 24 derived from 0 is communicated with the air diffuser pipe 26. The air diffusing tube 26 is formed by a conventionally known tube body having a large number of small holes formed along its longitudinal direction, and these air diffusing tubes 26 are fixed to the seabed inside the outer shell 16 by appropriate means.

【0012】また、各空気圧縮機構18は海中に設置し
た空気圧縮シリンダ28からなり、この空気圧縮用シリ
ンダ28の一部に逆止弁30を備える外気取入口32を
開設するとともに浮体によって形成したピストン部材3
4の往復動で該シリンダ28内に取入れた外気を圧縮す
るように構成されている。この場合、ピストン部材34
の上下動(ヒービング)の固有周期が前記外郭体16の
内部水の共振周期と合致するように設定しておく。
Each air compression mechanism 18 is composed of an air compression cylinder 28 installed in the sea, and an outside air intake 32 provided with a check valve 30 is opened in a part of the air compression cylinder 28 and is formed by a floating body. Piston member 3
The reciprocating motion of 4 compresses the outside air taken into the cylinder 28. In this case, the piston member 34
The natural period of the vertical movement (heaving) of (1) is set so as to match the resonance period of the internal water of the outer shell 16.

【0013】さらに前記外郭体16は、上げ潮時に開口
部12を介して外郭体16内に海水を蓄え、下げ潮時に
は周辺海域との水位差によって開口部14から外部に海
水を放出するグチ式の造流堤として形成されており、前
記開口部12および開口部14は、順流と逆流の流入係
数に差がつくような形状に設定して、潮汐によって外郭
体16内の海水の入替えとその入替え時の流れの方向が
一定となるように構成する。なお、前記開口部12およ
び14には流れに乗って浮遊する不純物を回収するため
のフイルター36を夫々配設しておく。
Further, the outer shell 16 stores a seawater in the outer shell 16 through the opening 12 at the time of rising tide and discharges the seawater to the outside from the opening 14 due to the water level difference with the surrounding sea area at the time of low tide. It is formed as a bank, and the opening 12 and the opening 14 are set in a shape such that there is a difference in the inflow coefficient between the forward flow and the backward flow, and when the seawater in the outer shell 16 is replaced by the tidal tide and its replacement is performed. It is configured so that the flow direction of is constant. A filter 36 for collecting impurities floating in the flow is provided in each of the openings 12 and 14.

【0014】このように構成した本発明に係る水質改善
システム11においては、潮汐による水位変動を利用し
て開口部12から外郭体16内に海水を流入させる。な
おこの時、周辺水域の浮遊不純物はフイルター36によ
って除去される。
In the water quality improvement system 11 according to the present invention having such a configuration, seawater is made to flow from the opening 12 into the outer shell 16 by utilizing the fluctuation of the water level due to the tide. At this time, the floating impurities in the surrounding water area are removed by the filter 36.

【0015】また、数十秒の周期を有する長周期波が来
襲すると、この周期に共振するように条件設定しておい
た外郭体16内の水位はその共振現象により大きく変動
しはしめ、重合した重複波によって隅角部近傍での水位
変動が最も大きくなる。
When a long-period wave having a period of several tens of seconds strikes, the water level in the outer shell 16 which is set to resonate in this period largely fluctuates due to the resonance phenomenon and is superimposed. The overlapping wave maximizes the water level fluctuation near the corner.

【0016】そして外郭体16の隅角部近傍で最も増幅
された水位変動は空気圧縮シリンダ28内のピストン部
材34の往復動に変換され、外気取入口32を介して該
空気圧縮シリンダ28内に導入された空気を圧縮するた
めのエネルギーとして使用される。この場合、ピストン
部材34の上下動(ヒービング)の固有周期と外郭体1
6の内部水の共振周期を合わせてあるのでピストン部材
34の往復動はさらに増幅され空気圧縮シリンダ28内
に導入された外気の圧縮を好適に行うことができる。
The water level fluctuation most amplified in the vicinity of the corner of the outer shell 16 is converted into reciprocating motion of the piston member 34 in the air compression cylinder 28, and enters the air compression cylinder 28 through the outside air intake port 32. Used as energy to compress the introduced air. In this case, the natural period of vertical movement (heaving) of the piston member 34 and the outer shell 1
Since the resonance cycle of the internal water of 6 is matched, the reciprocating movement of the piston member 34 is further amplified and the outside air introduced into the air compression cylinder 28 can be suitably compressed.

【0017】そして各空気圧縮機構18によって圧縮さ
れた外気は送気管22を介して圧縮空気定圧貯留タンク
20に送られ、さらにこの圧縮空気定圧貯留タンク20
の圧力が一定の圧力に達すると送気管24および各散気
管26を介して海水中に気泡として放散され、この放散
時のエアレーション作用で溶存酸素量を増大させ自浄能
力の向上によって水質の改善が行われる。
The outside air compressed by each air compression mechanism 18 is sent to a compressed air constant pressure storage tank 20 via an air supply pipe 22, and this compressed air constant pressure storage tank 20 is further supplied.
When the pressure reaches a certain level, it is diffused into the seawater as air bubbles through the air supply pipe 24 and each diffuser pipe 26, and the amount of dissolved oxygen is increased by the aeration action at the time of diffusion to improve the water quality by improving the self-cleaning ability. Done.

【0018】一方、外郭体16はグチ式の造流堤として
形成されているので、例えば、下げ潮時には周辺海域と
の水位差によって開口部14から海水を放出して外郭体
16内の海水の入替えが行われるだけでなく、開口部1
4に配置したフイルター36によって外郭体16内の浮
遊不純物を吸着してから海水を放出する。またこの海水
の入替え時の流れの方向も一定方向になっているので浮
遊不純物が外郭体16内で混濁するような不都合も生じ
ることはない。
On the other hand, since the outer shell 16 is formed as a gusset-type levee, for example, during low tide, seawater is discharged from the opening 14 due to the water level difference with the surrounding sea area, and the seawater in the outer shell 16 is replaced. Not only is the opening 1
The filter 36 arranged at No. 4 adsorbs the floating impurities in the outer shell 16 and then releases the seawater. Moreover, since the flow direction of the seawater is also constant, the floating impurities do not become turbid in the shell 16.

【0019】なお、フイルター36に吸着した浮遊不純
物の除去は適宜行うことになるが、この水質改善システ
ム10では長周期波エネルギーという自然に生じた外力
を動力源として使用しているのでランニングコストを低
減でき保守管理も極めて簡便に行うことができるもので
ある。
Although the floating impurities adsorbed on the filter 36 are removed as appropriate, this water quality improvement system 10 uses a naturally occurring external force called long-period wave energy as a power source, so that running costs are reduced. It can be reduced and maintenance can be performed very easily.

【0020】[0020]

【発明の効果】先に述べたように、本発明に係る水質改
善システムでは、長周期波エネルギーによって生じた海
水位変動を利用して矩形状外郭体内の水位変動を増幅す
るとともにこの増幅された水位振動と空気圧縮機構を共
振させて空気を効率的に圧縮し、さらに圧縮空気を外郭
体内水域に放散してエアレーションを行い、このエアレ
ーションによって溶存酸素量の増大を図り水質の改善を
促進するとともに保持するので動力コストが不要である
ばかりでなく、メンテナンスも極めて容易となるもので
ある。また、海水中に浮遊する不純物も一定方向の流れ
を利用してグチ型開口部に配置されたフィルターを使用
して確実に回収するので効率的な水質改善を達成するこ
とができる等種々の利点を有するものである。
As described above, in the water quality improvement system according to the present invention, the fluctuation of the sea level in the rectangular outer shell is amplified by utilizing the fluctuation of the sea water level caused by the energy of the long-period waves, and this is also amplified. The water level vibration and the air compression mechanism are resonated to efficiently compress the air, and further the compressed air is diffused into the outer body water area for aeration, and this aeration increases the amount of dissolved oxygen and promotes the improvement of water quality. Since it is held, not only the power cost is unnecessary, but also maintenance is extremely easy. In addition, impurities floating in seawater are also reliably recovered using a filter placed in the Guchi type opening by utilizing the flow in a certain direction, so that it is possible to achieve efficient water quality improvement. Is to have.

【0021】以上、本発明に係る水質改善システムの好
通な実施例につき説明したが、本発明はこの実施例に限
定されるものではなく、本発明の精神を逸脱しない範囲
内において種々の設計変更をなし得ることは勿論であ
る。
The preferred embodiment of the water quality improving system according to the present invention has been described above. However, the present invention is not limited to this embodiment, and various designs can be made within the scope not departing from the spirit of the present invention. Of course, changes can be made.

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

【図1】本発明に係る水質改善システムの概略平面図で
ある。
FIG. 1 is a schematic plan view of a water quality improvement system according to the present invention.

【図2】図1に示す水質改善システムの要部断面説明図
である。
FIG. 2 is a cross-sectional explanatory view of essential parts of the water quality improvement system shown in FIG.

【符号の説明】[Explanation of symbols]

10 水質改善システム、12 開口部、 14
開口部、 16 外郭体、 18 空気圧縮機構、 20 圧縮空気定圧貯留タンク、 22
送気管、 24 送気管、 26 散気管、 28
空気圧縮シリンダ、 30 逆止弁、 32 外気取入口、 34
ピストン部材、 36 フイルター。
10 Water Quality Improvement System, 12 Openings, 14
Opening part, 16 outer shell, 18 air compression mechanism, 20 compressed air constant pressure storage tank, 22
Air pipe, 24 Air pipe, 26 Air diffuser, 28
Air compression cylinder, 30 Check valve, 32 Outside air intake, 34
Piston member, 36 filter.

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平3−98696(JP,A) 特開 昭57−5567(JP,A) 実開 昭61−108888(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) Reference JP-A-3-98696 (JP, A) JP-A-57-5567 (JP, A) Actually-opened Shou 61-108888 (JP, U)

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】波力によって共振する空気圧縮機構で得ら
れた圧縮空気を水中で放散してエアレーションを行うこ
とにより水質を改善するシステムにおいて、形状的に閉
鎖水域となるような内湾域に潮汐などの海面振動等を含
む長周期波エネルギーによって生ずる水位変動と共振し
しかも矩形状に形成した外郭体を配設し、この矩形状外
郭体に複数の開口部を開設するとともにこれらの開口部
の流入係数に差をつけて所定の開口部のみから海水が放
出されるように形成し、一方前記外郭体内の隅角部には
該外郭体内で生じる水位変動と共振するように条件設定
した空気圧縮機構を設け、この空気圧縮機構で得られた
圧縮空気を定圧貯留タンクを介して海底に配設した散気
管に接続し、さらに前記開口部に浮遊不純物の回収フィ
ルターを配設することことを特徴とする長周期波エネル
ギーを利用した水質改善システム。
1. A system for improving water quality by aerating compressed air obtained by an air compression mechanism resonating by wave force in water to aerate an inner bay area that is a closed water area because of its shape. A rectangular outer shell that resonates with water level fluctuations caused by long-period wave energy including sea surface vibration, and is formed in a rectangular shape is provided, and a plurality of openings are formed in this rectangular outer shell. The air compression is formed such that seawater is discharged only from a predetermined opening with different inflow coefficients, while the corners in the outer shell are conditioned to resonate with the water level fluctuation occurring in the outer shell. A mechanism is provided, the compressed air obtained by this air compression mechanism is connected via a constant pressure storage tank to an air diffusing pipe arranged on the seabed, and a recovery filter for floating impurities is arranged at the opening. Water quality improvement system using long period wave energy, characterized in that and.
JP13007893A 1993-05-07 1993-05-07 Water quality improvement system using long-period wave energy Expired - Lifetime JP2510941B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13007893A JP2510941B2 (en) 1993-05-07 1993-05-07 Water quality improvement system using long-period wave energy

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13007893A JP2510941B2 (en) 1993-05-07 1993-05-07 Water quality improvement system using long-period wave energy

Publications (2)

Publication Number Publication Date
JPH06320192A JPH06320192A (en) 1994-11-22
JP2510941B2 true JP2510941B2 (en) 1996-06-26

Family

ID=15025465

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13007893A Expired - Lifetime JP2510941B2 (en) 1993-05-07 1993-05-07 Water quality improvement system using long-period wave energy

Country Status (1)

Country Link
JP (1) JP2510941B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000303943A (en) * 1999-04-21 2000-10-31 Okinawa Kaihatsuchiyou Okinawa Sogo Jimukiyokuchiyou Flow water energy recovery method and device
CN110759422A (en) * 2018-07-25 2020-02-07 联成创新国际股份有限公司 Water quality treatment structure

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS575567A (en) * 1980-06-12 1982-01-12 Shimizu Constr Co Ltd Reflective convergence bank for wave power generation
JPS61108888U (en) * 1984-12-24 1986-07-10
JPH0398696A (en) * 1989-09-09 1991-04-24 Taiyo Plant Kogyo:Kk Aeration purification apparatus using wave pump

Also Published As

Publication number Publication date
JPH06320192A (en) 1994-11-22

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