JP2001129588A - Air bubble excited flow type submerged aeration device - Google Patents

Air bubble excited flow type submerged aeration device

Info

Publication number
JP2001129588A
JP2001129588A JP36318799A JP36318799A JP2001129588A JP 2001129588 A JP2001129588 A JP 2001129588A JP 36318799 A JP36318799 A JP 36318799A JP 36318799 A JP36318799 A JP 36318799A JP 2001129588 A JP2001129588 A JP 2001129588A
Authority
JP
Japan
Prior art keywords
air
water
pump
aeration
chamber
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
JP36318799A
Other languages
Japanese (ja)
Other versions
JP3616869B2 (en
Inventor
Mitsuo Okamoto
光雄 岡本
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP36318799A priority Critical patent/JP3616869B2/en
Publication of JP2001129588A publication Critical patent/JP2001129588A/en
Application granted granted Critical
Publication of JP3616869B2 publication Critical patent/JP3616869B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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
    • 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

  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Abstract

PROBLEM TO BE SOLVED: To enable the practical use of an aeration device capable of preventing the generation of a huge anoxic water mass braking a food chain in the bottom water layer of a closed water area, by jetting fine bubbles into a number of capillaries installed underwater, so that aeration and water flow generation are carried out at the same time. SOLUTION: A shelter 31, which is a device installed underwater for aeration, is composed of an air pump chamber 32, in which an air pump 38 for aeration and an air pump 34 for supplying the outside air are mounted, and an aeration chamber 33, which is partitioned into two of the upper and lower chambers by a partition wall 33a having a number of orifice pipe in it.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は閉鎖性水域の貧酸素状態
になっている底層水に、水面上の風波の影響を受けず、
又船の航行等の障害にならない様に水中でエヤーレイシ
ョンをする装置に関する。
BACKGROUND OF THE INVENTION The present invention relates to anoxic bottom water in closed water areas, which is not affected by wind waves on the water surface.
Also, the present invention relates to a device for performing air-airing in water so as not to hinder the navigation of a ship.

【0002】[0002]

【従来の技術】従来のオリフィスパイプを使った省エネ
ルギー型の底層水に直接酸素を供給するエヤーレイショ
ン装置は水面上の浮体に主だった機構が設置され、吸水
ダクトだけを水底に伸ばして循環出来る様になってい
る。(例えば特出願平7−137351参照)例えば図
2のようにエヤーレイションする部分の機構は浮体のブ
イ7によって水面上に浮かべた曝気槽1の中に収容され
ている。この機構は外部の空気ポンプ8から送られて来
た圧縮空気がノズルヘッダー3に設けられたノズル6か
ら気泡になって噴出され、オリフィスパイプ2の中を上
昇する過程でエヤーレイションをおこない、同時に仕切
り壁1aにて仕切られた下の部屋から上の部屋えの水の
流動を行い、それによって底層の貧酸素状態の水を吸水
ダクト4から吸入し、排水ダクト5で外部に排出する機
能を持っている。この装置の特徴は気泡の上昇力を使っ
てエヤーレイションをするのと同時に上昇水流を発生さ
せる省エネルギー作動にある。
2. Description of the Related Art A conventional energy saving type air supply system using an orifice pipe for directly supplying oxygen to bottom water has a mechanism mainly installed on a floating body above the water surface, and can be circulated by extending only a water intake duct to the water floor. It is like. (See, for example, Japanese Patent Application No. Hei 7-137351.) For example, as shown in FIG. 2, a mechanism of an air irradiating part is housed in an aeration tank 1 floating on the water surface by a buoy 7 of a floating body. In this mechanism, compressed air sent from an external air pump 8 is jetted out of the nozzle 6 provided in the nozzle header 3 as air bubbles, and airing occurs in the process of ascending in the orifice pipe 2 and at the same time, The function of flowing the water in the upper room from the lower room partitioned by the partition wall 1a, thereby sucking the hypoxic water in the bottom layer from the water intake duct 4 and discharging it to the outside by the drain duct 5. have. The feature of this device lies in energy-saving operation that generates air flow at the same time as air-earing using the rising power of bubbles.

【0003】[0003]

【発明が解決しようとする課題】図2の様な底水層エヤ
ーレイション装置の方式では、装置の主要な機構が水面
上に浮かせて作動させる為、港湾や内海の様な比較的広
い水域では、風波に翻弄されたり、航行する船舶の障害
になったりするので、装置を設置する場所に色々と制約
を受ける問題があった。本発明は従来の技術の特徴であ
る省エネルギー原理を生かしながら、設置場所の制約を
受けない装置を工夫することが目的である。
In the system of the bottom water layer air evaporation system as shown in FIG. 2, the main mechanism of the system is operated by floating above the water surface, so in a relatively wide water area such as a harbor or inland sea. However, there is a problem that the place where the device is installed is restricted in various ways because the wind wave is at the mercy of the ship or it obstructs the navigating ship. An object of the present invention is to devise a device which is not restricted by an installation place while making use of an energy saving principle which is a feature of the conventional technology.

【0004】[0004]

【手段】上記の課題を解決するために本発明のとった手
段は装置の主要部分の機構を全て水中に設置する事にし
た。図3はその方式の作動原理をわかり易く説明する
為、装置を水中に設置した場合の縦断面図である。装置
の構成は曝気室11の上部に空気ポンプ室12を設けた
一体型のシェルタ10になっていて、重錘19によって
水中に沈設される。その時空気ポンプ室12、及び曝気
室11の上部には空気の溜まった空間が出来る。その場
合のシェルタ内の水面aの高さはオリフィスパイプ13
が水没するレベルになるように外気吸入ポンプ20で調
節する。曝気室11の中は隔壁14によって上下に仕切
られ、それぞれに水が出入り出来る様に吸水口17と吐
出口18が設けられている。その隔壁14には空気噴出
用のノズル15が下部にセットされているオリフィスパ
イプ13が複数取り付けられ、空気ポンプ室12内に設
置されている空気ポンプ16とパイプでつながってい
る。又同じ空気ポンプ室12には外気吸入ポンプ20が
用意され、水面上にある外気吸入口21から大気をシェ
ルタ10内に取り入れられる構造になっている。空気ポ
ンプ16と外気吸入ポンプ20はモーター駆動方式で、
電源は水面A上にある動力源から供給される。
In order to solve the above-mentioned problems, according to the means of the present invention, all the mechanisms of the main part of the apparatus are installed underwater. FIG. 3 is a longitudinal sectional view when the device is installed underwater for easy explanation of the operation principle of the system. The configuration of the apparatus is an integrated shelter 10 having an air pump chamber 12 provided above an aeration chamber 11, and is submerged in water by a weight 19. At that time, a space in which air is stored is formed above the air pump chamber 12 and the aeration chamber 11. In this case, the height of the water surface a in the shelter is
Is adjusted by the outside air suction pump 20 so that the level becomes submerged. The inside of the aeration chamber 11 is vertically divided by a partition wall 14, and a water intake port 17 and a discharge port 18 are provided so that water can enter and exit from each compartment. A plurality of orifice pipes 13 each having a nozzle 15 for jetting air set at a lower portion thereof are attached to the partition wall 14, and are connected to an air pump 16 installed in the air pump chamber 12 by pipes. An outside air suction pump 20 is provided in the same air pump chamber 12, and has a structure in which the atmosphere can be taken into the shelter 10 from an outside air suction port 21 above the water surface. The air pump 16 and the outside air suction pump 20 are driven by a motor,
The power is supplied from a power source located on the water surface A.

【0005】[0005]

【作用】空気ポンプ16が作動するとシェルタ10内の
空間に溜まっている空気を吸入して、空気噴出用のノズ
ル15からオリフィス13の中に気泡を吹き出す。吹き
出された気泡は気泡と接する周囲の水を引き連れてオリ
フィス13内を上昇し、上昇水流を発生させ、水面aか
ら放散して再びシェルタ10内の空間に戻る。曝気室1
1内で上昇流が発生すると吸水口17から貧酸素水が吸
い込まれ、排水口18からエヤーレイションされ、酸素
が溶け込んだ水となって外部に吐出される。外気吸入ポ
ンプ20はシェルタ10内の空気がエヤーレイションと
共に水中に溶け込む分を、水面A上にある外気吸入口2
1より新鮮な空気をシェルタ10内に送り込む。
When the air pump 16 is operated, the air stored in the space inside the shelter 10 is sucked in, and bubbles are blown out from the nozzle 15 for jetting air into the orifice 13. The blown air bubbles rise in the orifice 13 with the surrounding water in contact with the air bubbles, generate a rising water flow, diffuse from the water surface a, and return to the space in the shelter 10 again. Aeration chamber 1
When an ascending flow is generated in 1, the oxygen-deficient water is sucked in from the water suction port 17, is aired from the water discharge port 18, and is discharged to the outside as oxygen-dissolved water. The outside air suction pump 20 uses the air inside the shelter 10 to dissolve into the water together with the air rate by using the outside air suction port 2 on the water surface A.
Air fresher than 1 is sent into the shelter 10.

【0006】シェルタ10内の空間に溜まっている空気
の圧力は、水面aの深さh相当の水柱ヘッド圧力に相当
する。空気ポンプ16によってノズル15から気泡を噴
出させるには、hと内水面aとノズル先端までの高さh
aを加えた水柱ヘッド圧力より、更に噴出に要する力の
分だけ高い、水柱ヘッド圧力αを足した圧力の空気を供
給する必要がある。ただしこの場合空気ポンプ16が吸
入する空気の圧力は、空気ポンプ室12内の圧力が深さ
hの水柱ヘッドに相当する気圧になっているので、空気
ポンプ16が気泡噴出の為に使う正味の動力は水柱ha
+αに相当する圧力の追加分だけである。
The pressure of the air stored in the space in the shelter 10 corresponds to the water column head pressure corresponding to the depth h of the water surface a. In order for air bubbles to be ejected from the nozzle 15 by the air pump 16, h, the inner water surface a, and the height h to the nozzle tip
It is necessary to supply air having a pressure that is higher than the water column head pressure to which a is added and the water column head pressure α, which is higher by the force required for jetting. However, in this case, the pressure of the air sucked by the air pump 16 is equal to the pressure in the air pump chamber 12 corresponding to that of the water column head having the depth h. Power is water column ha
Only the additional pressure corresponding to + α.

【0007】この事は気泡噴出の為に必要となる動力の
大きさはhの大きさ、即ち内水面aの水面Aからの深さ
hとは関係無いことを意味している。従ってシェルタ1
0が設置される深さがどの様に深くなっても、空気ポン
プ16を作動させる動力の大きさは設置深さに関係ない
というのがこの装置の作動原理の特徴である。
This means that the magnitude of the power required for the bubble ejection is not related to the magnitude of h, that is, the depth h of the inner water surface a from the water surface A. Therefore shelter 1
It is a feature of the operating principle of this device that the amount of power for operating the air pump 16 does not depend on the installation depth, no matter how deep the installation depth is.

【0008】[0008]

【実施例】図1が実施例の縦断面図である。シェルタ3
1は空気ポンプ室32と曝気室33の2つの部屋に分か
れ、双方の間で空気は自由に出入り出来る。シェルタ3
1は内部に出来る空気溜まりのために浮力があるので重
錘22によって、貧酸素状態になっている水域の水底付
近に浮遊した状態で設置される。その場合、シェルタ3
1内の水面aの位置は一定の位置でバランスする様にあ
らかじめ空気圧は調整しておく。内水面aの高さは装置
の作動中は一定に保たれる必要があるので、水面センサ
ー23によってその高さが検出され、水面上に浮いてい
る外気吸入口35とホース35aでつながっている外気
吸入ポンプ34の空気補給作動を制御する様になってい
る。曝気室33の中は多数のオリフィスパイプ36がセ
ットされた隔壁33aによって上下に仕切られ、上側の
部屋には排水口27が、下側の部屋には吸水口28が設
けられている。オリフィスパイプ37にはそれぞれ気泡
噴出用のノズルパイプ36が入っていて、空気ポンプ3
8の空気吐出管39及び空気分配ヘッダー39aと連結
している。
FIG. 1 is a longitudinal sectional view of an embodiment. Shelter 3
1 is divided into two chambers, an air pump chamber 32 and an aeration chamber 33, between which air can freely flow. Shelter 3
1 is buoyant because of an air pocket formed inside, and is installed by the weight 22 in a state of floating near the bottom of a water area in an oxygen-deficient state. In that case, shelter 3
The air pressure is adjusted in advance so that the position of the water surface a in 1 is balanced at a fixed position. Since the height of the inner water surface a needs to be kept constant during operation of the device, the height is detected by the water surface sensor 23, and the inner water surface a is connected to the outside air suction port 35 floating on the water surface by the hose 35a. The air supply operation of the outside air suction pump 34 is controlled. The inside of the aeration chamber 33 is vertically divided by a partition wall 33a in which a number of orifice pipes 36 are set. A drain port 27 is provided in the upper room, and a water inlet 28 is provided in the lower room. Each of the orifice pipes 37 contains a nozzle pipe 36 for jetting air bubbles, and the air pump 3
8 and an air distribution pipe 39 and an air distribution header 39a.

【0009】空気ポンプ38が作動するとポンプ室32
内の空気はオリフィスパイプ37の中にある気泡噴出用
のノズルパイプ36に送られ気泡となって噴出される。
噴出された気泡は周囲にある水を引き連れてオリフィス
パイプ37内をエヤーレイションしながら上昇する。こ
の時発生する上昇水流が全パイプまとまって吸水口28
から貧酸素状態の水が吸入し、エヤーレイションによっ
て溶存酸素が付加されて排水口27から外に送り出され
る。噴出された気泡は内水面aから曝気室33内に放散
されるが、ポンプ室32に移動して再び空気ポンプ38
に再び吸入され、ノズルパイプ36に送られてエヤーレ
イションに使われる。シェルタ31内の空気はこの様に
繰り返しエヤレーションに使われる事よって一部の空気
が水中に溶け込み、その分シェルタ31内の空気は減少
し内水面aの高さが上昇する。水面センサー23は変化
する内水面aの高さを検出し、外気吸入ポンプ34を作
動させて外気吸入口35から新鮮な大気をシェルタ31
内に補給し、内水面aの高さを一定に保つ。
When the air pump 38 operates, the pump chamber 32
The air inside is sent to a nozzle pipe 36 for ejecting bubbles in the orifice pipe 37 and is ejected as bubbles.
The jetted air bubbles rise around the inside of the orifice pipe 37 while attracting water around them while airing. The rising water flow generated at this time collects all the pipes and
The oxygen in the oxygen-deficient state is inhaled from the air, and the dissolved oxygen is added by the airation, and is sent out from the drain port 27. The jetted air bubbles are scattered from the inner water surface a into the aeration chamber 33, but move to the pump chamber 32 and re-enter the air pump 38.
Is again sucked into the nozzle pipe 36 and sent to the nozzle pipe 36 to be used for airation. As the air in the shelter 31 is repeatedly used for the eyelet as described above, a part of the air is dissolved in the water, and the air in the shelter 31 decreases and the height of the inland surface a increases. The water level sensor 23 detects the changing height of the inner water level a, and activates the outside air suction pump 34 to discharge fresh air from the outside air suction port 35 to the shelter 31.
And the height of the inner water surface a is kept constant.

【00010】[00010]

【効果】この装置が機能するのに必要な動力は空気ポン
プ38と外気吸入ポンプ34の作動動力である。両者の
作動動力を比較すると、空気ポンプ38の方が圧倒的に
大きな動力を必要とする。しかしその大きさはシェルタ
31が水中に設置される深さに関係ないので、ノズルパ
イプ36から気泡を噴出する為の動力はシェルタ31内
の気圧より僅かに高い圧力の空気を送り出す動力だけの
小さい動力で済む。従って水深の深い低層の作動でも小
動力で大容量のエヤーレイションを遂行出来る効果があ
る。
The power required for this device to function is the operating power of the air pump 38 and the outside air suction pump 34. Comparing the two operating powers, the air pump 38 requires an overwhelmingly large power. However, since the size is not related to the depth at which the shelter 31 is installed in the water, the power for ejecting bubbles from the nozzle pipe 36 is small enough to supply air having a pressure slightly higher than the atmospheric pressure in the shelter 31. Power is enough. Therefore, there is an effect that large-capacity air ration can be performed with small power even in the operation of a low-rise deep water layer.

【00011】例えばシェルタ31内の水面aが水深1
0mになる位置に装置を設置すれば、シェルタ31内の
水柱ヘッド圧力は1気圧になる。内水面aからノズルパ
イプ36の先端までの深さを0.8mとすれば、空気ポ
ンプ38から送り出される空気圧力は1.1気圧あれば
気泡の噴出が出来る。然るに空気ポンプ38が吸入する
空気の圧力は空気ポンプ室内の気圧が1気圧であるか
ら、気泡を噴出するのに要する動力は、圧力を0.1気
圧上げるだけの動力で済む。この増圧のために要する動
力は内水面aからノズルパイプ36の先端までの深さで
決まり、装置が設置される深さには関係ない。従って水
深が深い位置にある貧酸素水塊のエヤーレイションでも
小動力で遂行出来る効果がある。
For example, the water surface a in the shelter 31 has a water depth of 1
If the apparatus is installed at a position where the distance becomes 0 m, the water column head pressure in the shelter 31 becomes 1 atm. If the depth from the inner water surface a to the tip of the nozzle pipe 36 is 0.8 m, the air can be ejected if the air pressure sent from the air pump 38 is 1.1 atm. However, since the pressure of the air sucked by the air pump 38 is 1 atm in the air pump chamber, the power required to eject the bubbles is only required to increase the pressure by 0.1 atm. The power required for the pressure increase is determined by the depth from the inner water surface a to the tip of the nozzle pipe 36, and is not related to the depth at which the device is installed. Therefore, there is an effect that even aeration of an anoxic water mass at a deep water position can be performed with a small power.

【00012】又、水深の深い場所でのエヤーレイショ
ンでもシェルタ31内の空気圧は高くなり、空気の密度
も高くなるが、空気ポンプ38の吐出体積には変化がな
いので、エヤーレイションの処理能力が落ちない効果が
ある。更に空気の水中に溶け込む率が密度に比例して高
くなる性質は、水深の深い空気密度が高い状態でのエヤ
ーレイションに有利な条件になる効果もある。
Although the air pressure in the shelter 31 is high and the air density is high even in the air depth at a deep place, the discharge capacity of the air pump 38 is not changed. Has the effect of not falling. Further, the property that the rate of dissolution of air into water increases in proportion to the density also has the effect of providing conditions that are advantageous for air ration in a deep air with high water density.

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

【図1】水中に設置した装置が作動している状態の縦断
面図である。
FIG. 1 is a longitudinal sectional view of a state in which a device installed in water is operating.

【図2】水面上で作動中の従来の装置の縦断面図FIG. 2 is a longitudinal sectional view of a conventional device operating above the water surface.

【図3】水中エヤーレイション装置の作動原理を説明す
るための縦断面図
FIG. 3 is a vertical cross-sectional view for explaining the operation principle of the underwater aireration device.

【符号の説明】[Explanation of symbols]

14,33a 隔壁 17,28 吸水口 18,27 排水口 19,22 重錘 20,34 外気吸入ポンプ 21,35 外気吸入口 23 水面センサー 35a ホース 36 ノズルパイプ 38 空気ポンプ 39 吐出管 39a 空気分配ヘッダー h 内水面aと水面Aの間の水柱高さ ha 内水面aとノズル6の間の水柱高さ α 気泡の噴出圧力相当の水柱高さ A 水面 a 内水面 14, 33a Partition wall 17, 28 Water suction port 18, 27 Drain port 19, 22 Weight 20, 34 Outside air suction pump 21, 35 Outside air suction port 23 Water level sensor 35a Hose 36 Nozzle pipe 38 Air pump 39 Discharge pipe 39a Air distribution header h The height of the water column between the inner water surface a and the water surface A ha The height of the water column between the inner water surface a and the nozzle 6 α The height of the water column corresponding to the ejection pressure of the bubbles A Water surface a The inner water surface

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 多数のオリフィスパイプ37の中に気泡
を噴出して、エヤーレイションと水流の発生を同時に行
う方式の曝気室33と、気泡発生用の空気ポンプ38と
空気補給用ポンプ34が装備されているポンプ室32と
を1つのシェルタ31の中に設けた装置を水底に近い位
置に設置した時、ポンプ室32及び曝気室33の上部に
空気が閉じ込められて空気室が出来るようにしたエヤー
レイション装置に於いて、閉じ込めた空気をエヤーレイ
ションに使う事で、気泡発生用の空気ポンプ38の駆動
動力の大きさが、装置の設置深さとは無関係になること
が特徴の気泡励流式水中エヤーレイション装置。
1. An aeration chamber 33 of a type in which air bubbles are ejected into a number of orifice pipes 37 to simultaneously generate air ration and a water flow, an air pump 38 for generating air bubbles and a pump 34 for supplying air. When the apparatus provided with the pump chamber 32 provided in one shelter 31 is installed at a position near the water bottom, air is confined in the upper part of the pump chamber 32 and the aeration chamber 33 so that an air chamber is formed. By using the trapped air in the air ration device, the size of the driving power of the air pump 38 for generating air bubbles is independent of the installation depth of the device. Underwater air evaporation device.
【請求項2】 シェルタ31内に閉じ込められた空気に
よって出来る水面aの高さを検出出来るように様に、曝
気室33内に水面検出センサー23を設け、それが出す
信号によつて空気補給用ポンプ34の作動を制御し、エ
ヤーレイションによって水中に溶け込んで行く空気と同
量の空気を、大気中から補給して水面aの高さが常に一
定になる様に機能する機構が特徴の請求項1の気泡励流
式水中エヤーレイション装置。
2. A water level detection sensor 23 is provided in an aeration chamber 33 so that the height of a water level a formed by air trapped in a shelter 31 can be detected. A mechanism which controls the operation of the pump 34 and functions so that the same amount of air as the air that dissolves into the water due to air replenishment is supplied from the atmosphere so that the height of the water surface a is always constant. (1) A bubble-excitation type underwater aireration device.
JP36318799A 1999-11-05 1999-11-05 Bubble-excited underwater air leaching device Expired - Fee Related JP3616869B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP36318799A JP3616869B2 (en) 1999-11-05 1999-11-05 Bubble-excited underwater air leaching device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP36318799A JP3616869B2 (en) 1999-11-05 1999-11-05 Bubble-excited underwater air leaching device

Publications (2)

Publication Number Publication Date
JP2001129588A true JP2001129588A (en) 2001-05-15
JP3616869B2 JP3616869B2 (en) 2005-02-02

Family

ID=18478714

Family Applications (1)

Application Number Title Priority Date Filing Date
JP36318799A Expired - Fee Related JP3616869B2 (en) 1999-11-05 1999-11-05 Bubble-excited underwater air leaching device

Country Status (1)

Country Link
JP (1) JP3616869B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100789881B1 (en) 2006-09-29 2008-01-02 유한회사 세원산업 Aeration device
KR100809498B1 (en) 2006-11-01 2008-03-04 김대용 Apparatus supply of oxygen in the pond
JP2009113039A (en) * 2008-12-26 2009-05-28 Daiho Constr Co Ltd Water quality improvement apparatus
US20220213659A1 (en) * 2020-04-17 2022-07-07 National Institute Of Maritime, Port And Aviation Technology Floating-oil recovery device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100789881B1 (en) 2006-09-29 2008-01-02 유한회사 세원산업 Aeration device
KR100809498B1 (en) 2006-11-01 2008-03-04 김대용 Apparatus supply of oxygen in the pond
JP2009113039A (en) * 2008-12-26 2009-05-28 Daiho Constr Co Ltd Water quality improvement apparatus
US20220213659A1 (en) * 2020-04-17 2022-07-07 National Institute Of Maritime, Port And Aviation Technology Floating-oil recovery device

Also Published As

Publication number Publication date
JP3616869B2 (en) 2005-02-02

Similar Documents

Publication Publication Date Title
JP5653929B2 (en) Positive pressure microbubble generator
WO2010024253A1 (en) Air-dissolved water production device
JP6584644B2 (en) Ultra particle spray equipment
JP4953296B2 (en) Hull frictional resistance reduction device
JP2001129588A (en) Air bubble excited flow type submerged aeration device
JP3878831B2 (en) Water purification device
JP4581556B2 (en) Gas-liquid dissolution tank
JP4356558B2 (en) Bubble generator
JP2007537917A (en) Method and apparatus for reducing water friction on a ship hull
JP4228990B2 (en) Microbubble generator
JPH08299982A (en) Aeration device for bottom water layer
JP2016064812A (en) Hull fluid resistance reduction device
JP5620177B2 (en) Gas-liquid separator
JP2002330885A (en) Bathtub system
KR20130080513A (en) The coefficient drop type boat hull construction
JP3418608B2 (en) Gas-liquid mixing device
JPH08239084A (en) Friction-reduced ship
JPH06191396A (en) Bubble flowing in structure for high-speed ship
JP2007309003A (en) Device and method for circulating water of pool
JP3851178B2 (en) Aeration apparatus and aeration method
JPH09240571A (en) Frictional resistance reducing device of ship
KR20210129321A (en) Apparatus for generating microbubbles for bathtub
JP3125052U (en) Jet pump water tank purification system
JPS5916082Y2 (en) water treatment equipment
JP2569120Y2 (en) Air intake structure in bubble generating bathtub

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20041004

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20041019

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20041025

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees