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JPH037440B2 - - Google Patents
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JPH037440B2 - - Google Patents

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Publication number
JPH037440B2
JPH037440B2 JP5116688A JP5116688A JPH037440B2 JP H037440 B2 JPH037440 B2 JP H037440B2 JP 5116688 A JP5116688 A JP 5116688A JP 5116688 A JP5116688 A JP 5116688A JP H037440 B2 JPH037440 B2 JP H037440B2
Authority
JP
Japan
Prior art keywords
water
air
cylinder
temperature
arrows
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
JP5116688A
Other languages
Japanese (ja)
Other versions
JPS63315199A (en
Inventor
Hisao Makino
Sadao Kojima
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 JP63051166A priority Critical patent/JPS63315199A/en
Publication of JPS63315199A publication Critical patent/JPS63315199A/en
Publication of JPH037440B2 publication Critical patent/JPH037440B2/ja
Granted 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)

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は比較的水深の大きいダム又は湖沼に
おいて、一定の比重範囲(例えば上中下の各層)
毎に曝気することを目的とした多段浄化装置に関
するものである。
Detailed Description of the Invention (Industrial Application Field) This invention is applicable to dams or lakes with relatively large water depths within a certain specific gravity range (for example, upper, middle, and lower layers).
This relates to a multi-stage purification device whose purpose is to aerate each time.

(従来の技術・この発明により解決すべき課題) 従来ダム又は湖沼の水質改善の為に間欠式空気
揚水筒を用いることが知られており(特許第
499563号)各地に設置して多大の効果を揚げてい
るが、前記揚水筒はその特性上曝気と共にダム等
の水に上下方向の対流を発生させ、これにより全
体をほぼ均一温度、均一溶存酸素量とする。そこ
で比較的水深の小さい場合(例えば水深30m程
度)には問題が生じないが、水深が大きくなり、
水面と水底との水温差が大きい場合(例えば水温
差10℃以上)に、曝気および攪拌すると、全体の
水温が低下することになる。特に農業用水を兼ね
た多目的ダムの場合には、放流時に水温が低くな
ると、植物に悪影響を及ぼすおそれがある(例え
ば水稲の場合に20℃以下になることは好ましくな
い)。
(Prior art/problems to be solved by this invention) Conventionally, it has been known to use an intermittent air pumping tube to improve the water quality of dams or lakes (Patent No.
No. 499563) has been installed in various places and has achieved great effects, but due to its characteristics, the water pumps generate aeration as well as vertical convection in the water in dams, etc., resulting in an almost uniform temperature and uniform dissolved oxygen throughout the entire body. Quantity. Therefore, there is no problem when the water depth is relatively small (for example, about 30 meters deep), but as the water depth increases,
When the water temperature difference between the water surface and the water bottom is large (for example, water temperature difference of 10° C. or more), aeration and stirring will lower the overall water temperature. Particularly in the case of multi-purpose dams that also serve as agricultural water, if the water temperature becomes too low during release, it may have an adverse effect on plants (for example, in the case of paddy rice, it is undesirable for the temperature to drop below 20°C).

(課題を解決する為の手段) 然るにこの発明によれば、予め定めた水深毎に
上下対流を発生させるべく空気揚水筒を上下に設
置したので、各段毎に曝気と対流が行われること
になり、放流水の過度は水温低下を未然に防止す
ることに成功したのである。
(Means for Solving the Problem) However, according to the present invention, air pumping cylinders are installed above and below to generate vertical convection at each predetermined water depth, so aeration and convection are performed at each stage. As a result, the excessive release of water was successful in preventing a drop in water temperature.

即ちこの発明によれば、上部の空気揚水筒の下
端へ下部の空気揚水筒の上端を連設し、上部の空
気揚水筒の上部には浮子を連結し、下部の空気揚
水筒の下端には重錘を取付け、下部の空気揚水筒
の上部には揚水を横方向に導く案内を設けたこと
を特徴とする多段浄化装置を構成したものであ
る。前記のようにこの発明は、予め決めた水深毎
に揚水筒を設置するのであるから、二段のみなら
ず、三段又は四段の配置も考えられるが、実用上
は二段が最も多いと推定される。即ち水深20m位
までは同一水深に設置してもよいけれども、例え
ば水深30mの位置における水平断面の面積が水
面々積の30%以上位になると、下部の水温は逐次
低下し、遂には4℃となり、夏季の水面温度が25
℃になつた場合でも均一に攪拌すれば単純計算上
10数度の温度となるおそれがある。一般に農業用
水として放流する場合の水温は20℃以上が好まし
いので、前記20℃以下の水温では植物に悪影響を
生じるおそれがある。そこでこの発明により例え
ば水深25m以下の表水層と、25m以上の深水層に
分けて曝気すれば放流水の水温を20℃以上(表面
水温25℃として)に保つことが容易であり、しか
も全域に亘り十分の溶存酸素量を保つことができ
るのである。尤も揚水筒の運転を3月頃から始め
ると、底部水温が逐次上昇するので、放水時の5
月頃には水面水温と1〜2度差の放流水を得られ
ることが判明した。
That is, according to this invention, the upper end of the lower air pumping tube is connected to the lower end of the upper air pumping tube, the float is connected to the top of the upper air pumping tube, and the lower end of the lower air pumping tube is connected to the upper end of the lower air pumping tube. This multi-stage purification device is characterized in that a weight is attached and a guide for guiding the pumped water in the horizontal direction is provided at the upper part of the lower air pumping cylinder. As mentioned above, in this invention, water pumping tubes are installed at each predetermined water depth, so not only two stages but also three or four stages can be considered, but in practice, two stages are the most common. Presumed. In other words, it may be installed at the same water depth up to a depth of about 20 m, but if the area of the horizontal cross section at a water depth of 30 m becomes more than 30% of the surface area of the water, the water temperature at the bottom gradually decreases and finally reaches 4°C. Therefore, the water surface temperature in summer is 25
According to simple calculations, even if the temperature reaches
Temperatures could reach 10-odd degrees. Generally, when water is discharged as agricultural water, it is preferable that the water temperature is 20°C or higher; therefore, water temperatures below 20°C may have an adverse effect on plants. Therefore, according to this invention, if aeration is carried out separately for the surface water layer at a depth of 25 m or less and the deep water layer at a depth of 25 m or more, it is easy to maintain the water temperature of the discharged water at 20°C or higher (assuming the surface water temperature is 25°C), and moreover, it is possible to maintain the temperature of the discharged water at 20°C or higher (assuming the surface water temperature is 25°C). This allows a sufficient amount of dissolved oxygen to be maintained throughout the period. However, if you start operating the water pump from around March, the bottom water temperature will gradually rise, so the
It has been found that discharged water with a temperature difference of 1 to 2 degrees from the surface water temperature can be obtained around February.

(作用) この発明は揚水筒を上下多段に設けたので、各
揚水筒毎の水深に従つて循環し、他の水域に混入
するおそれはない。従つて水深の大きいダム等に
おいても、放流水の水温低下を比較的小さく止め
ることができる。
(Function) In the present invention, the water pumps are provided in multiple stages, upper and lower, so that the water circulates according to the depth of each water tank, and there is no fear that the water will mix into other water bodies. Therefore, even in a dam or the like with a large water depth, the drop in temperature of the discharged water can be kept relatively small.

実施例 1 次にこの発明を第2図および第3図の実施装置
に基づいて説明する。筒体1の下部に空気室2を
設けた上部の揚水筒3と、筒体4の下部に空気室
5を設けた下部の揚水筒6とを連結材7(合成樹
脂杆、ロープ又はチエーンなど)で連結し、上部
の揚水筒3の筒体1の上端外壁には浮室8を設け
ると共に、連結材9を介して上方へ所定間隔を保
つて複数の浮子10,10を連結する。この連結
材9の長さは筒体1の上端と水面11との間隔を
決めるもので、通常2m〜5m程度が適当とされ
るが、5m〜10mでも作用効果上特に支障はな
い。また下部の揚水筒6の筒体4の上端の上方に
は連結杆12を介して弧状覆13が設けてあり、
弧状覆13の上部外壁へ連結材7を介して上部の
揚水筒3の空気室の下端が連結してある。下部の
揚水筒6の空気室にはチエイン14を介して重錘
15が連結してある。この重錘15は浮室8およ
び浮子10と協同して揚水筒を水中へ垂直に保つ
ものである。図中16,17は送気ホース、1
8,19は吸水管である。前記各揚水筒の空気室
は有頂外筒20の内側に有底内筒21が所定の間
隔を保つて同心円状に固着されており、前記外筒
20の頂板20aの中央部には有底内筒21内と
筒体1内との連通管24が貫通され(第3図)、
前記連通管24はその上端を第2図における筒体
1又は筒体4へ挿入され、下端が有底内筒21内
へ挿入され、その底板21aと所定の間隔を保つ
ている。そこで第2図および第3図中送気ホース
16から矢示22,23のように加圧空気を送入
すると、加圧空気は第3図中有頂外筒20の内側
上部に溜り、その増加と共に外筒20および内筒
21内の水位が押し下げられる。前記において内
外筒20,21は内筒21の上部側壁の円周上へ
等間隔に設けた連通孔25により連通している。
前記のようにして内外筒内の水位が、連通管24
の下端(鎖線62)に達すると、内外筒内に溜つ
た空気は矢示63,64,65のように連通管2
4から筒体1又は4内へ入り、一団(空気塊6
6)となつてそのまま上昇する。そこで吸水管1
8,19から各筒体1,4の下端付近の水を空気
塊66の上昇に伴つて矢示26,27のように吸
入する(第2図)。前記において内外筒内の空気
が上昇し尽くたならば送気ホースからの加圧空気
は再び内外筒の上部から溜り始めるので、空気の
浮上は結局間欠的になるが、空気が浮上しない間
でも揚水の慣性力によつて水は上昇を続ける。例
えば筒体1の上部と下部に空気塊66があつて共
に上昇すれば、二つの空気塊66に挟まれた間の
水も当然上昇することになる。前記のようにして
筒体1内を上昇した水は、矢示26,28,2
9,30のように循環して流動し、筒体4内を上
昇した水は矢示27,31,32,33のように
循環して流動する。従つて第1図中表水層部分3
4と深水層部分35とは別々に曝気作用を受ける
ことになる。
Embodiment 1 Next, the present invention will be explained based on the implementation apparatus shown in FIGS. 2 and 3. The upper water pumping tube 3 in which the air chamber 2 is provided in the lower part of the cylinder 1 and the lower water pumping tube 6 in which the air chamber 5 is provided in the lower part of the cylinder 4 are connected by a connecting material 7 (synthetic resin rod, rope, chain, etc.). ), and a floating chamber 8 is provided on the outer wall of the upper end of the cylinder 1 of the upper water pumping cylinder 3, and a plurality of floats 10, 10 are connected upwardly via a connecting member 9 at a predetermined interval. The length of the connecting member 9 determines the distance between the upper end of the cylindrical body 1 and the water surface 11, and is usually about 2 m to 5 m, but a length of 5 m to 10 m will not cause any problems in terms of operation and effect. Further, an arc-shaped cover 13 is provided above the upper end of the cylinder body 4 of the lower water pumping cylinder 6 via a connecting rod 12.
The lower end of the air chamber of the upper water pump 3 is connected to the upper outer wall of the arcuate cover 13 via a connecting member 7. A weight 15 is connected to the air chamber of the lower water cylinder 6 via a chain 14. This weight 15 cooperates with the floating chamber 8 and the float 10 to maintain the water pump vertically in the water. In the figure, 16 and 17 are air supply hoses, 1
8 and 19 are water suction pipes. In the air chamber of each of the water pumping cylinders, a bottomed inner cylinder 21 is fixed concentrically to the inside of a capped outer cylinder 20 at a predetermined interval, and a bottomed inner cylinder 21 is fixed to the center of the top plate 20a of the outer cylinder 20. A communication pipe 24 between the inside of the inner cylinder 21 and the inside of the cylinder body 1 is penetrated (FIG. 3),
The upper end of the communication pipe 24 is inserted into the cylinder 1 or 4 in FIG. 2, and the lower end is inserted into the bottomed inner cylinder 21, maintaining a predetermined distance from the bottom plate 21a. Therefore, when pressurized air is fed from the air supply hose 16 as shown by arrows 22 and 23 in FIGS. 2 and 3, the pressurized air accumulates at the upper inner side of the crested outer cylinder 20 in FIG. As the water level increases, the water level inside the outer cylinder 20 and the inner cylinder 21 is pushed down. In the above, the inner and outer cylinders 20 and 21 communicate with each other through communication holes 25 provided at equal intervals on the circumference of the upper side wall of the inner cylinder 21.
As described above, the water level in the inner and outer cylinders is
When the air reaches the lower end (dashed line 62), the air accumulated in the inner and outer cylinders flows into the communication pipe 63, 64, and 65.
4 into the cylinder 1 or 4, and a group (air mass 6
6) and continues to rise. So water suction pipe 1
As the air mass 66 rises, water near the lower end of each cylinder 1, 4 is sucked in from 8, 19 as shown by arrows 26, 27 (FIG. 2). In the above, if the air in the inner and outer cylinders has risen completely, the pressurized air from the air supply hose will begin to accumulate from the top of the inner and outer cylinders again, so the air will eventually rise intermittently, but even while the air is not rising, The water continues to rise due to the inertia of the pumped water. For example, if there are air masses 66 at the top and bottom of the cylinder 1 and they rise together, the water between the two air masses 66 will naturally rise as well. The water that has risen inside the cylindrical body 1 as described above is shown by arrows 26, 28, 2
The water circulates and flows as shown by arrows 9 and 30, and the water that rises inside the cylinder 4 circulates and flows as shown by arrows 27, 31, 32, and 33. Therefore, surface water layer part 3 in Figure 1
4 and the deep water layer portion 35 are subjected to the aeration action separately.

実施例 2 第4図の実施例は、下部筒体36の内側へ上部
筒体37の連通管38を内挿し、共通の空気室3
9を下部筒体36の下端に設けたものである。従
つて空気室39を構成する有頂外筒40、有底内
筒41および連通管42は前記実施例と同一構造
であるが、この実施例においては、連通管42内
へ前記連通管38の下端を内挿してある。従つて
送気ホース43から矢示44のように加圧空気を
挿入すると、第6図中外筒40と内筒41内の水
位は逐次下降し、水位が鎖線45の位置(連通管
38,42の下端より若干下方)へ来た時に、内
外筒40,41内の空気は矢示67,68,6
9,70のように移動し、連通管38,42内を
夫々一団となつて上昇し、吸水管46,47より
矢示48,49のように吸水する。そこで上部筒
体37と下部筒体36の付近には、夫々矢示4
8,50,51,52又は矢示49,53,5
4,55のような循環対流を生じる。図中56は
連通孔、57は浮子、58は浮室、59は重錘で
ある。
Embodiment 2 In the embodiment shown in FIG. 4, the communication pipe 38 of the upper cylinder 37 is inserted inside the lower cylinder 36, and the common air chamber 3
9 is provided at the lower end of the lower cylindrical body 36. Therefore, the crowned outer cylinder 40, the bottomed inner cylinder 41, and the communication pipe 42 that constitute the air chamber 39 have the same structure as in the previous embodiment, but in this embodiment, the communication pipe 38 is inserted into the communication pipe 42. The lower end is interpolated. Therefore, when pressurized air is inserted from the air supply hose 43 as shown by the arrow 44, the water levels in the outer cylinder 40 and the inner cylinder 41 in FIG. When the air in the inner and outer cylinders 40, 41 reaches the point indicated by the arrows 67, 68, 6
The water moves as indicated by arrows 9 and 70, rises as a group within the communication pipes 38 and 42, respectively, and absorbs water from the water suction pipes 46 and 47 as shown by arrows 48 and 49. Therefore, near the upper cylinder body 37 and the lower cylinder body 36, there are arrows 4 and 4, respectively.
8, 50, 51, 52 or arrow 49, 53, 5
Circulating convection as shown in Figures 4 and 55 occurs. In the figure, 56 is a communicating hole, 57 is a float, 58 is a floating chamber, and 59 is a weight.

前記空気室39の有頂外筒40の外壁と、下部
筒体36の内壁および連通管42の開口部付近に
は加圧空気により膨張する閉塞部材60(リング
状)が設置してあり、送気ホース61から加圧空
気を送入して膨張させれば連通管42の上端開口
部を閉塞できるようになつている。従つて送気ホ
ースの基端側にバルブを設け、加圧空気を送入し
(閉塞)又は排気すれば(開放)下部筒体による
曝気を行つたり中止したりすることができる。前
記実施例1においては、送気ホース22又は23
の送気を開始したり、中止したりすることによつ
て、表水層又は深水層の曝気を制御することがで
きる。
A closing member 60 (ring-shaped) that is inflated by pressurized air is installed on the outer wall of the crested outer cylinder 40 of the air chamber 39, the inner wall of the lower cylinder 36, and near the opening of the communication pipe 42. If pressurized air is introduced from the air hose 61 and expanded, the upper end opening of the communication pipe 42 can be closed. Therefore, by providing a valve at the proximal end of the air supply hose and supplying pressurized air (closed) or exhausted (opened), aeration by the lower cylinder can be started or stopped. In the first embodiment, the air supply hose 22 or 23
By starting or stopping air supply, aeration of the surface water layer or deep water layer can be controlled.

(発明の効果) 即ちこの発明によれば、表水層と深水層を別々
に曝気処理するので、水温の過度の変化を生ずる
ことなく、必要な層のみを処理する合理性も保有
するのである。
(Effect of the invention) That is, according to this invention, since the surface water layer and the deep water layer are aerated separately, it is rational to treat only the necessary layers without causing excessive changes in water temperature. .

前記実施例において、揚水筒を浸水層に設置す
る場合には、浮子10付近に案内板75を設け、
これにより揚水を横方向に案内して深水層の水を
矢示76,77,78のように対流させる。尚、
案内板75がない場合には、全層対流となるおそ
れがある。
In the embodiment, when installing the water pump in the flooded layer, a guide plate 75 is provided near the float 10,
This guides the pumped water laterally and causes water in the deep water layer to convect as shown by arrows 76, 77, and 78. still,
If there is no guide plate 75, there is a risk of full-layer convection.

またこの発明によれば、上下に揚水筒を連結し
たので、上下分離曝気に拘らず設置および管理が
単純化され、しかも個々の制御もできるなどの利
点を有する。
Further, according to the present invention, since the water pumping cylinders are connected to each other on the upper and lower sides, the installation and management are simplified regardless of the separation of the upper and lower aeration systems, and there is an advantage that individual control is also possible.

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

第1図はこの発明の実施における装置の配置例
を示す正面図、第2図はこの発明の実施装置の正
面図、第3図は同じく空気室の断面拡大図、第4
図は同じく他の実施装置の正面図、第5図は同じ
く上部吸水管付近の断面拡大図、第6図は同じく
下部空気室付近の断面拡大図である。 1,4……筒体、2,5……空気室、3……上
部の揚水筒、6……下部の揚水筒、7,9……連
結材、8……浮室、10……浮子、13……弧状
覆、15……重錘、16,17……送気ホース、
18,19……吸水管、36……下部筒体、37
……上部筒体、38,42……連通管、39……
空気室、43……送気ホース、46,47……吸
水管、57……浮子、58……浮室、49……重
錘。
FIG. 1 is a front view showing an example of the arrangement of the device in the implementation of this invention, FIG. 2 is a front view of the device for implementing this invention, FIG.
The figure is a front view of another implementation device, FIG. 5 is an enlarged cross-sectional view of the vicinity of the upper water suction pipe, and FIG. 6 is an enlarged cross-sectional view of the vicinity of the lower air chamber. 1, 4... Cylindrical body, 2, 5... Air chamber, 3... Upper water pump, 6... Lower water pump, 7, 9... Connecting material, 8... Floating chamber, 10... Float , 13... Arc-shaped cover, 15... Weight, 16, 17... Air supply hose,
18, 19... Water suction pipe, 36... Lower cylinder body, 37
... Upper cylinder body, 38, 42 ... Communication pipe, 39 ...
Air chamber, 43... Air supply hose, 46, 47... Water suction pipe, 57... Float, 58... Floating chamber, 49... Weight.

Claims (1)

【特許請求の範囲】 1 上部の空気揚水筒の下端へ下部の空気揚水筒
の上端を連設し、上部の空気揚水筒の上部には浮
子を連結し、下部の空気揚水筒の下端には重錘を
取付け、下部の空気揚水筒の上部には揚水を横方
向に導く案内を設けたことを特徴とする多段浄化
装置。 2 上部の空気揚水筒の空気室と下部の空気揚水
筒の空気室とを共通とした特許請求の範囲第1項
記載の多段浄化装置。
[Claims] 1. The upper end of the lower air lifting cylinder is connected to the lower end of the upper air lifting cylinder, a float is connected to the upper part of the upper air lifting cylinder, and the lower end of the lower air lifting cylinder is connected to the upper end of the lower air lifting cylinder. A multi-stage purification device characterized in that a weight is attached and a guide for guiding the pumped water laterally is provided at the upper part of the lower air pumping cylinder. 2. The multi-stage purification device according to claim 1, in which the air chamber of the upper air pumping tube and the air chamber of the lower air pumping tube are common.
JP63051166A 1988-03-04 1988-03-04 Multi-stage purification device Granted JPS63315199A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63051166A JPS63315199A (en) 1988-03-04 1988-03-04 Multi-stage purification device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63051166A JPS63315199A (en) 1988-03-04 1988-03-04 Multi-stage purification device

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP56170951A Division JPS5870895A (en) 1981-10-26 1981-10-26 Method and apparatus for multistage purification

Publications (2)

Publication Number Publication Date
JPS63315199A JPS63315199A (en) 1988-12-22
JPH037440B2 true JPH037440B2 (en) 1991-02-01

Family

ID=12879238

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63051166A Granted JPS63315199A (en) 1988-03-04 1988-03-04 Multi-stage purification device

Country Status (1)

Country Link
JP (1) JPS63315199A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0734915B2 (en) * 1993-02-23 1995-04-19 財団法人ダム水源地環境整備センター Underwater flow generator

Also Published As

Publication number Publication date
JPS63315199A (en) 1988-12-22

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