JPS6157298A - Apparatus for purifying closed water area - Google Patents

Apparatus for purifying closed water area

Info

Publication number
JPS6157298A
JPS6157298A JP59179216A JP17921684A JPS6157298A JP S6157298 A JPS6157298 A JP S6157298A JP 59179216 A JP59179216 A JP 59179216A JP 17921684 A JP17921684 A JP 17921684A JP S6157298 A JPS6157298 A JP S6157298A
Authority
JP
Japan
Prior art keywords
water
layer
pipe
air chamber
air
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
JP59179216A
Other languages
Japanese (ja)
Other versions
JPS6339317B2 (en
Inventor
Atsushi Hara
淳 原
Takao Ikehata
池幡 隆夫
Ichiro Sato
一郎 佐藤
Masaaki Ito
公明 伊藤
Hatsuo Uehara
上原 初男
Yoji Ogaki
陽二 大垣
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.)
JFE Engineering Corp
Original Assignee
NKK Corp
Nippon Kokan 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 NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP59179216A priority Critical patent/JPS6157298A/en
Publication of JPS6157298A publication Critical patent/JPS6157298A/en
Publication of JPS6339317B2 publication Critical patent/JPS6339317B2/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

Abstract

PURPOSE:To separately perform aeration under stirring, by sending a surface water layer rich in dissolved oxygen to a low water layer by a water feed apparatus to mix both layers under aeration and raising a part of the low water layer to the lower part of a spring layer while raising water sucked in from the remaining low water layer and the lower part of the spring layer to the surface layer. CONSTITUTION:An outer pipe 1 opened at upper and lower ends thereof are provided with water feed and drain openings 1a on the way thereof is vertically provided in water and an inner pipe 2 closed at the upper end thereof and opened at the lower end thereof is inserted in the outer pipe 1. An air chamber 3 is fixed to the outer periphery of the outer pipe 1 at the upper end thereof so as to cover the lower side of the outer pipe 1 while a water seal pipe 4, which partitions the space between the air chamber 3 and the lower outer periphery of the outer pipe to form inverted U-shaped water seal passages 4a, is provided so as to surround the lower end of the outer pipe from below to above within the air chamber 3 while the diameter of the lower end wall of the inner pipe is enlarged and, further, a surface water layer is mixed with air by a water feed apparatus 5 to send the air/water mixture from the upper part of the inner pipe. As a result, the low layer part and the surface layer part can be aerated under stirring simultaneously and separately without destructing a spring layer and ecology can be kept.

Description

【発明の詳細な説明】 〔意朶上7の利用分野〕 この発明は、富栄養化が進行している湖沼、貯水池、内
湾等の閉鎖水域に効率良く空気を供給し浄化する閉鎖水
域の浄化装置に関する0 〔従来の技術〕 近年、湖沼や内湾などの閉鎖水域においては周辺流域か
らの窒素、リン等の栄養塩類の鬼人・蓄秋に起因する富
栄養化が進行し社会問題となっている。このため現状と
しては閉鎖水域流入水中の有機物、窒素、リンを規制す
るという方法が富栄養化防止対策の有効な手段として実
施されている。
[Detailed Description of the Invention] [Field of Application of Invention 7] This invention is a method for purifying closed water bodies such as lakes, reservoirs, and inner bays where eutrophication is progressing by efficiently supplying and purifying air to closed water bodies. 0 Regarding equipment [Conventional technology] In recent years, eutrophication has progressed in closed water bodies such as lakes and inner bays due to the accumulation of nutrients such as nitrogen and phosphorus from surrounding basins, and this has become a social problem. There is. For this reason, currently the method of regulating organic matter, nitrogen, and phosphorus in the inflow water of closed water bodies is being implemented as an effective means of preventing eutrophication.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかし、富栄養化のメカニズムの全容が未だ解明されて
いないこと、効率の良い浄化方法が確立さルていないこ
と等から、湖沼等の閉鎖水域をτを極的に浄化、再生し
ようという試みはほとんどなされていないのが現状であ
るO 不発明は、このような現状に鑑みなされたもので、富栄
養化のメカニズムの全容を解明し、そこから閉鎖水域を
浄化、再生する装置を創案し念ものである。
However, because the full details of the eutrophication mechanism have not yet been elucidated and efficient purification methods have not been established, attempts to extremely purify and regenerate τ in closed water bodies such as lakes and marshes have not been made. The current situation is that almost nothing has been done.O-Ninvention was made in view of this current situation, and it is aimed at elucidating the entire mechanism of eutrophication, and from there devising a device to purify and regenerate closed water bodies. It is something.

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

本発明者等はまず前提となる富栄養化のメカニズムが次
のよ5Kして進行すると考え九〇わが国の湖沼等に温帯
側に属し、年間を通じて秋と春の2回の循環期、冬と夏
の2回の停滞期がある。停滞期においては、第2図に示
すように表層(a)、水温i層(b)及び低層(C)に
分かれ、湖水の状態は壬直的に変化する。
The present inventors first believe that the premised mechanism of eutrophication progresses in the following manner.90 Lakes and marshes in Japan belong to the temperate zone, and have two cycles throughout the year: autumn and spring, and winter and summer. There are two periods of stagnation. During the stagnation period, as shown in Figure 2, the lake water is divided into the surface layer (a), the water temperature i layer (b), and the low layer (C), and the state of the lake water changes directly.

すなわち、表層(a)部では太陽光を利用した光合成に
よフ植物性プランクトンが増殖し、溶存酸素(DO)は
過飽和の状態になる。一方、低層(0)部では表層(&
)で死滅したプランクトンが落ちてきて筬化分解される
のでDOは消費さル、しばしば無酸素状態になる。この
酸欠状態が起きると、H,Sが発生しはじめ同時に鉄、
マンガン、窒素、リンが溶出する。
That is, in the surface layer (a), phytoplankton proliferates through photosynthesis using sunlight, and dissolved oxygen (DO) becomes supersaturated. On the other hand, the surface layer (&
), dead plankton fall and are decomposed into reeds, consuming DO and often resulting in anoxic conditions. When this oxygen deficiency occurs, H and S start to be generated, and at the same time iron,
Manganese, nitrogen, and phosphorus are eluted.

そして次の循環期になると溶出した栄養塩類等が閉鎖水
域全体に拡散することになシ、富栄養化の進行を促進す
ることになる。
Then, in the next cycle, the eluted nutrients will not diffuse throughout the closed water area, promoting the progress of eutrophication.

したがって、この富栄養化の悪循環を断ち切るためには
、湖底(101)にeWCを供給し、栄養塩類等の溶出
を防止することが必要である。
Therefore, in order to break this vicious cycle of eutrophication, it is necessary to supply eWC to the lake bottom (101) and prevent the elution of nutrients and the like.

湖沼等に酸素を供給する方法に関しては、湖沼等の水深
、官栄会化の進行状況等によシ異なるが、その目的、機
能から次の2方法が考えられる。
Regarding the method of supplying oxygen to lakes and marshes, the following two methods can be considered depending on the purpose and function, although it varies depending on the depth of the lake, etc., the progress of Kaneikai formation, etc.

■循環曝気法、これは底層を破εすることになるので比
較的水深が浅く溶存酸素が極端に不足しているような湖
沼等に遇する。また異臭味水で困つ工いる水源池の水質
改善にも有効である。
■Circulating aeration method: Since this method destroys the bottom layer, it is suitable for lakes and marshes where the water depth is relatively shallow and there is an extreme lack of dissolved oxygen. It is also effective in improving the water quality of water source ponds that suffer from bad odor and taste.

■深層gカ気性、と几は成層を破壊することなく深す水
に十分な酸素を与える方法であシ、夏期の表層水の水温
低下防止、濁水の流出防止にも有効である。
■Deep water is a method of providing sufficient oxygen to deep water without destroying the stratification, and is also effective in preventing the temperature of surface water from dropping in the summer and preventing the outflow of turbid water.

本発明はこ九らのうち、循環Il暴気性を更に改良し、
水温raffi(b)を破壊することなく、表m (a
)及び低層(C)の二段曝気を行なう装置を考案したも
のでちる。
Of these nine, the present invention further improves the circulation Il aerodynamics,
Table m (a
) and lower layer (C).

第1図は本発明の構成を示すもので、本発明は外管(1
)と、内管(2)と、空気室(3)と、水封管(4)と
、送水装置(5)とを有している。なお、(100)は
水面、(101)は湖底を示している。
FIG. 1 shows the configuration of the present invention.
), an inner pipe (2), an air chamber (3), a water seal pipe (4), and a water supply device (5). Note that (100) indicates the water surface and (101) indicates the lake bottom.

外管(1)は二重管のうち外側の管で購成さまたもので
、上下端が開放さ九、この上端側を浮体等によフ水面(
ZOO)側に浮かせると共に、下端fllを湖底(10
1)側に係留する等して水中に垂設さnる。この外管(
11はその中を上昇してくる気泡及び低層水を表層(&
)側に向けて送)込むときの通路となるものである。し
かし途中に給排水口(1a)が設けら几ておシ、こ几を
躍層(b)の下方に位置させるようにすれば、そこから
低層水の一部を排出し、他方、0暦(b)下方の水を吸
い込むことができる。
The outer pipe (1) is the outer pipe of the double pipe, and is open at the top and bottom ends.
At the same time, float the lower end fl to the lake bottom (ZOO) side.
1) Install it vertically in the water by mooring it to the side. This outer tube (
11 is the surface layer (&
) This serves as a passageway for feeding towards the ) side. However, if a water supply/drainage port (1a) is provided in the middle, and if this port is located below the cline (b), some of the low water can be discharged from there, and on the other hand, the b) It can suck in water below.

内管(2)は二重管桁造のうち前記外管(1)内に挿入
さ九る管であり、挿入さ九τいる時外管(1)との間に
低層水上昇用空間が形成される。
The inner pipe (2) is a pipe inserted into the outer pipe (1) of the double pipe girder structure, and when it is inserted, there is a space for low water rise between it and the outer pipe (1). It is formed.

又、この内管(2)は上端か閉塞され、又下端が後述の
空気室(3)内で開放さ几ておシ、表層水を低J’5(
c)@に送水する時の通路となるものである。
In addition, the upper end of this inner pipe (2) is closed, and the lower end is opened in an air chamber (3), which will be described later, to drain surface water to a low J'5 (
c) It serves as a passageway for sending water to @.

空気室(3)は、その上端を外g【1)外周に面沿し、
外管(1)の下部側を覆うように設けられたものである
。この空気室(3)は外管(1)下部との間で空気を溜
める几め設けられたものである〇水封管(4)は上記空
気室(3)内で外管(1)下端を囲うように前記内管(
2)下端壁を拡径しつつ上方へ囲繞せしめて設けられた
ものである。この水封管(4)は、空気室(3)及び外
管(1)下部外周の間を上部のみ連通させながら仕切〕
、逆υ字水封路(4a)を形成し工容易に外管(1)内
に水が入シ込まないよう水封できる構造としている0 送水装置(5)は、表層水と空気を混和すると共に、そ
の混合水を前記内管(2)内に送り込み、これを空気室
(3)内上方へ噴出せしめるものである。
The air chamber (3) has its upper end along the outer periphery of the outer g[1],
It is provided to cover the lower side of the outer tube (1). This air chamber (3) is provided with a tank to store air between it and the lower part of the outer tube (1). The water seal tube (4) is located at the lower end of the outer tube (1) within the air chamber (3). The inner tube (
2) It is provided by expanding the diameter of the lower end wall and surrounding it upward. This water seal tube (4) partitions the air chamber (3) and the outer circumference of the lower part of the outer tube (1) while allowing only the upper part to communicate.]
The water supply device (5) mixes surface water and air, forming an inverted υ-shaped water seal passage (4a) and easily sealing the outer pipe (1) to prevent water from entering. At the same time, the mixed water is sent into the inner pipe (2) and is ejected upward into the air chamber (3).

〔作 用〕[For production]

湖沼停の表層(a)においては、風守の影響によシ湖沼
水面(Zoo)で自然曝気が起っておシ、更に藻類導に
よる光合成の影咎もあるため、表層水は溶存02索が飽
和値近く寸で達している◇然も太陽熱くよって湖沼水面
(100)温度は気温近くまで上昇している。
In the surface layer (a) of the lake stop, natural aeration occurs at the surface of the lake (Zoo) due to the influence of wind guards, and there is also the influence of photosynthesis guided by algae, so the surface water is contaminated with dissolved 02 carbon. has almost reached its saturation value ◇However, due to the heat of the sun, the lake surface (100) temperature has risen to near the air temperature.

この温度の高い溶存酸素豊富な表層水を送水装ffl 
(5)によフ汲み上げ(矢印イ)、空気を吸引しく矢印
口)、これらを混和すると共に、この混合水を内管(2
)内へと導く。この時、水圧の上昇によって一部の空気
は俗解し、混合水中の溶存酸素濃度は更に高くなる。そ
して内管(2)内を矢印ハのように下降した温合水は矢
印二に示されるように水封管(4)下方へ流れる。この
時、溶存酸素豊富な温合水は矢印ホに示すように低層水
と混合して該低層水を8′5気し、その水温も上昇せし
める。一方、以上のように水封g(4)下方に流出した
温合水は流速が低下するため、混合水中に溶層しきれず
気泡状となっていた空気が水流から分離さルる。そして
矢印へに示すよりに逆U字水封路(4a)を上昇し、空
気室(3)内上方に溜まる。そして空気室(3)内上方
に溜まった空気が逆U字水封路(4a)を通じて外管(
1)内に導通すると、水封が破れ、逆サイホン状となシ
、矢印ト及びチに示すように、溜まった空気は砲弾状の
気泡となって外吉(1)内を一気に上昇する。この時、
外管(1)途中の給排水口(la)が用層(b)下部に
開口するように設置されていれば、砲弾状の気泡の上昇
によって低A3水は、まず矢印りのように吸引さ九、更
に上記空気の流通経路と同じ矢印へ乃至チを通って矢印
ヌに示すようにその一部が給排水口(l&)より間層(
b)下部に排出さスt、低層水の投拌を行なう。
A water supply system ffl transports this high-temperature surface water rich in dissolved oxygen.
(5) Pump up the pipe (arrow A) and suck the air (arrow port), mix these, and pour this mixed water into the inner pipe (arrow 2).
) to lead inward. At this time, due to the rise in water pressure, some of the air is dissolved, and the dissolved oxygen concentration in the mixed water becomes even higher. The heated water that has descended inside the inner tube (2) as shown by arrow C flows downward into the water seal tube (4) as shown by arrow 2. At this time, the warm water rich in dissolved oxygen mixes with the low-layer water as shown by the arrow H to raise the temperature of the low-layer water and raise the temperature of the water. On the other hand, as the flow rate of the heated water flowing below the water seal g(4) decreases as described above, the air that has not been dissolved in the mixed water and has become a bubble is separated from the water flow. Then, as shown by the arrow, it rises up the inverted U-shaped water seal path (4a) and accumulates in the upper part of the air chamber (3). The air accumulated in the upper part of the air chamber (3) passes through the inverted U-shaped water seal passage (4a) to the outer tube (
1) When conduction occurs inside, the water seal is broken and the accumulated air becomes a bullet-like bubble that rises at once inside Sotoyoshi (1), as shown in the arrows C, H, and C, creating an inverted siphon shape. At this time,
If the water supply/drainage port (la) in the middle of the outer pipe (1) is installed so as to open at the bottom of the layer (b), the low A3 water will be sucked in as shown by the arrow as the bullet-shaped air bubbles rise. 9.Furthermore, a part of the air passes through the same arrows as the above-mentioned air circulation route to the interstitial layer (
b) Stirring the low layer water discharged to the bottom.

一方、砲弾状の空気が更に矢印ルのように上昇丁ルば、
Y8層(b)下部の水を矢印ツのように吸引し、矢fl
Nを通りτ表層5(&)側へ排出する(矢印ワ)。水面
(Zoo)に述した気泡外は水面(Zoo)で破裂し、
該水面(100)に波紋を生じて広がる。この時、汲み
上げら几た低層水及び開店(b)下部の水は波紋と共に
水面(Zoo)に広がり一気を受けながら表層水と混合
し拡散して行く。同時に低温の低層水及び躍層(b)下
部の水の混合によシ水温の上昇を抑えることができる。
On the other hand, if the bullet-shaped air further rises like an arrow,
Suction the water at the bottom of the Y8 layer (b) as shown by the arrow
It passes through N and is discharged to the τ surface layer 5 (&) side (arrow wa). The bubble outside mentioned on the water surface (Zoo) bursts at the water surface (Zoo),
Ripples are generated and spread on the water surface (100). At this time, the pumped and purified low-level water and the water at the bottom of the opening (b) spread on the water surface (Zoo) with ripples and are mixed with the surface water and diffused. At the same time, the rise in water temperature can be suppressed by mixing low-temperature low-level water and water below the cline (b).

このように本発明は、給排水口(1a)を設けることに
よシ曜層(1))を破壊しないで表層(a)及び低層(
0)を同時に個別に攪拌曝気するようにしたものである
。即ち、まず低層(C)部を溶存酸素を多く含む表層水
で曝気すると共に、表層水と共に低層(0)側に送られ
た空気を利用して低層水の一部を躍層(b)下部に排出
せしめ、更に残、りの低農水及びEJ!(b)下部の水
を表ff1(a)部に揚水せしめ、−低を行なわせるよ
うにしたものである。
In this way, the present invention provides water supply and drainage ports (1a) to prevent the surface layer (a) and the lower layer (1) from being destroyed without destroying the surface layer (1).
0) are individually stirred and aerated at the same time. That is, first, the lower layer (C) is aerated with surface water containing a large amount of dissolved oxygen, and the air sent along with the surface water to the lower layer (0) side is used to direct some of the low layer water to the lower part of the cline (b). It is discharged into the water and left behind, resulting in low agricultural water and EJ! (b) The water in the lower part is pumped up to the front ff1 (a) section to perform -lowering.

〔実施例〕〔Example〕

以下本発明の具体的実施例を図面に基づいて説明する。 Hereinafter, specific embodiments of the present invention will be described based on the drawings.

第3図は本発明の一実施例を示しており、本発明は外古
αQと、内管■と、空気室0υと、水封管C40と、送
水装0(イ)とから構成されているO 外管αOは、上部にフロート(6)を装備し、又後述す
る空気室■を介してチェーン(6)で湖底(101)の
アンカーa4にその下部を係合し、このよりなわ′t#
:で水中に垂設さする。又、外管(LOの上下端が開放
さ几ており、更にその途中に給排水口αでが設けられて
いて、前記チェーン(6)の長さの調整【より該給排水
口α1)は段層(b)の下部に開口している0尚、外管
σQの上記の垂設の仕方に一例にすぎず、他の方法で垂
設しても良いことは言うまでもない。
FIG. 3 shows an embodiment of the present invention, which is composed of an outer αQ, an inner pipe ■, an air chamber 0υ, a water sealing pipe C40, and a water supply device 0 (a). The outer tube αO is equipped with a float (6) at the upper part, and its lower part engages with the anchor a4 on the lake bottom (101) with a chain (6) via the air chamber (■), which will be described later. t#
: It is installed vertically in the water. In addition, the upper and lower ends of the outer pipe (LO) are open, and a water supply and drainage port α is provided in the middle thereof, and the length adjustment of the chain (6) [therefore, the water supply and drainage port α1] The opening at the bottom of (b) is merely an example of the above-described method of vertically installing the outer tube σQ, and it goes without saying that other methods may be used to vertically install the outer tube σQ.

内官四は、外管aQ内に装入されてその上下端を該外管
uQより突出せしめておυ、そのうち上端は閉塞され、
又その下端1’!開放さ几る栴成となっている。
The inner tube 4 is inserted into the outer tube aQ, with its upper and lower ends protruding from the outer tube uQ, and the upper end thereof is closed.
Also its lower end 1'! It has become an open space.

空気室■に、下方が開口さ11.下面に外管叫貫通孔0
)を設けた箱状体で形成されており、貫通孔09より外
管αQを通し、且つその外管αQ外周に貫通孔0め周縁
部を固着している。このように取付けることにより、空
気室OIJは外管叫下部側を覆うことになる。尚、前述
のように空気室(1)の下部開放周縁部にはチェーン(
2)が係留されていて、アンカー(ロ)に連結されてい
る。又、本実施例ではこの空気室(1)の内管四下方中
央部に咳丙管(7)と直交する方向に底板0埠が設けら
れていて、内管(7)から流出する表層水と気泡の混合
水の方向を変え、それと共に気泡の分離を助ける。更に
空気室(ト)の前記下部開放周縁部と上記底板0り周縁
部との間は出入水口Qとして開口さn、空気室(7)内
と低J5 (0)側とを連通せしめている。
The air chamber ■ has an opening at the bottom 11. Outer tube through hole 0 on the bottom surface
), the outer tube αQ is passed through the through hole 09, and the peripheral edge of the through hole 0 is fixed to the outer periphery of the outer tube αQ. By installing in this manner, the air chamber OIJ covers the lower part of the outer tube. In addition, as mentioned above, a chain (
2) is moored and connected to the anchor (b). In addition, in this embodiment, a bottom plate 0 is provided at the center of the four inner pipes of the air chamber (1) in a direction perpendicular to the cough pipe (7), and the surface water flowing out from the inner pipe (7) is and change the direction of the mixed water of air bubbles and with it help the separation of air bubbles. Furthermore, an opening between the lower open peripheral edge of the air chamber (G) and the lower peripheral edge of the bottom plate is opened as an inlet/outlet Q, allowing communication between the inside of the air chamber (7) and the low J5 (0) side. .

水封管θQは前記空気室(1)内で上記底板0埠と平行
に内管四下端壁を拡径しつつ、途中で折れ込んで空気皇
曽の内側壁と、外管頭外周壁との間を上方へ馬長せしめ
て外g叫下端を囲うように設けられ次ものでらる◇この
ように設薗することによ)空気室(至)内側壁及び外管
四下部外周壁の間を仕切って逆U字水封路uカを形成し
、水封のできる溝造としている。
The water seal tube θQ expands the diameter of the four lower end walls of the inner tube parallel to the bottom plate 0 in the air chamber (1), and folds in the middle to form the inner wall of the air tube and the outer circumferential wall of the outer tube head. The air chamber is extended upwards to enclose the lower end of the outer tube. The space is partitioned to form an inverted U-shaped water seal path, creating a groove structure that allows for water seals.

送水装f1図は、表/m(a)側の水中に一端を2貨せ
しめた吸水管(9)と、これに導通する低水頭ポンプI
sと、更にこれと連通ずるエジェクタ輪と、それから内
管(7)内に連絡する送水管(財)とから溶成され、吸
水管(財)からポンプも埠で矢印イのように汲み上げら
れた表層水にエジェクタに)で矢印口のように空気を吸
引して混和させ、この混合水を送水管6ゆで内管翰内へ
と導き、その中を下降せしめる機能を石している。本発
明者等は気泡上昇速度を調べ、0.3 rrv′s O
測定値を得た。従って上記内管(7)内の下降流速は0
.3m/S以上に保つようにした。又、ポンプに)に低
水頭ポンプを用いた九め省エネルギが可能となったが、
更にこのポンプ輔及びエジェクタ輪の代わシに、送水管
(財)路中にブロワやコンプレッサにより(圧縮)空気
を吹き込むようにしても良い。
The water supply system f1 diagram shows a water suction pipe (9) with one end submerged in water on the table/m(a) side, and a low water head pump I connected to this.
s, an ejector ring that communicates with this, and a water transmission pipe that communicates with the inner pipe (7), and a pump that pumps water from the water suction pipe as shown in arrow A at the wharf. It has a function of suctioning and mixing air into the surface water with an ejector (as shown by the arrow), guiding this mixed water into the boiling inner tube of the water supply pipe 6, and causing it to descend therein. The inventors investigated the bubble rise rate and found that it was 0.3 rrv′s O
Measurements were obtained. Therefore, the descending flow velocity in the inner pipe (7) is 0.
.. The speed was kept at 3m/s or higher. In addition, it has become possible to save energy by using a low head pump (for the pump),
Furthermore, instead of the pump and ejector wheel, compressed air may be blown into the water pipe by a blower or compressor.

以上のような装置によれば、芯存酵素豊富な表層水を低
層(C)部に送〕込み曝気することができる。又、溶解
しき九なかった空気は底板o埠で水と分離さ九で気泡と
な)逆U1字水封路(6)内に箇まる。一定量以上溜ま
って外管明内部に導通すると、水封が破fして逆サイホ
ン状と7!1.jL砲弾状の気泡となって外管αQ内に
一挙に噴出する。その上昇に伴い低層水を外管頭内に吸
い込み、その一部を給排水口α痣から繭層(b)下部へ
、又、残フの低層水と給排水口α刀から吸い込んf:躍
層(b)下部の水を表層(&)部に汲み上げることがで
きる◎従って躍層(b)を破壊しないで低層(0)及び
表層(a)部を同時に個別に攪拌曝気することができる
According to the above-described apparatus, surface water rich in core enzymes can be sent to the lower layer (C) and aerated. In addition, the undissolved air is separated from the water at the bottom plate o-val and becomes air bubbles) in the inverted U1-shaped water seal passage (6). If more than a certain amount accumulates and conducts into the outer tube, the water seal will rupture and form a reverse siphon.7!1. jL becomes a bullet-shaped bubble and ejects into the outer tube αQ all at once. As it rises, low-level water is sucked into the outer tube head, and a part of it is sucked into the lower part of the cocoon layer (b) through the water supply and drainage port α, and the remaining low-level water is sucked in through the water supply and drainage port α: cline ( b) The water in the lower part can be pumped up to the surface layer (&). ◎ Therefore, the lower layer (0) and the surface layer (a) can be stirred and aerated simultaneously and separately without destroying the cline (b).

〔発明の効果〕〔Effect of the invention〕

以上のような本発明の浄化装置によれば、送水装置によ
る空気供給と水圧上昇による蔽累汀解量の増加によシ溶
存酸累長富な表層水を低層に送って低層水と混合曝気さ
せ、低層部の逗素不足をなくすことができると共に、断
続的に砲弾状の気泡を上昇させる逆U字水封路を設ける
ことにより低層水の一部ePIE下部に上昇せしめ、残
シの低渇水とpJf!i下部から吸い込″lnた水を表
層に上昇せしめ水面上で@気せしめることができるため
、閂層を破氾しないで低層部と表湿部を同時に個別に攪
拌曝気することができ生態維持も可能になるという優れ
た効果を有しているO
According to the purification device of the present invention as described above, surface water rich in dissolved acids is sent to the lower layer and mixed with the lower layer water for aeration by increasing the amount of sedimentation due to air supply by the water supply device and increase in water pressure. , it is possible to eliminate the lack of nitrogen in the lower layer, and by providing an inverted U-shaped water seal path that causes bullet-shaped bubbles to rise intermittently, a portion of the low layer water rises to the bottom of the ePIE, reducing residual water shortage. and pJf! Since the water sucked in from the lower part can be made to rise to the surface layer and aerated on the water surface, the lower part and the surface moisture part can be agitated and aerated separately at the same time without flooding the barbed layer, which maintains the ecology. O has the excellent effect of making it possible to

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

第1図は本発明の溝底を示す説明図、第2図は停滞期の
閉鎖水域の状況を示す概略図、第3図は本発明の一実施
例を示す説明図である。 図中、(1)αQは外管、(2)■は内管、(3)00
は空気室、(4)(10は水封管、(5)四は送水装置
、(la)αηは給排水口、(4す@21は逆U字水封
路、(100)は水面、(101)は湖底を各示す。 特許出孤人 日本鋼管株式会社 免明者 原    淳
FIG. 1 is an explanatory diagram showing the trench bottom of the present invention, FIG. 2 is a schematic diagram showing the situation of a closed water area during the stagnation period, and FIG. 3 is an explanatory diagram showing an embodiment of the present invention. In the figure, (1) αQ is the outer tube, (2) ■ is the inner tube, (3) 00
is the air chamber, (4) (10 is the water seal pipe, (5) 4 is the water supply device, (la) αη is the water supply and drainage port, (4 @ 21 is the inverted U-shaped water seal path, (100) is the water surface, ( 101) shows the bottom of the lake. Atsushi Hara, licensed patentee of Nippon Kokan Co., Ltd.

Claims (1)

【特許請求の範囲】 上下端を開放して水中に垂設され且つ途 中に給排水口が設けられた外管と、その外 管内に挿入され上端を閉塞し下端を開放し てなる内管と、外管の下部側を覆うように 設けられ、該外管外周にその上端を固着し た空気室と、該空気室内で外管下端を囲う ように前記内管下端壁を拡径しつつ上方へ 囲繞せしめて設けられ、空気室及び外管下 部外周の間を仕切つて逆U字水封路を形成 する水封管と、表層水と空気を混和しその 混合水を前記内管内上方から送水する送水 装置とを有することを特徴とする閉鎖水域 の浄化装置。[Claims] It is installed vertically in water with its upper and lower ends open, and An outer pipe with a water supply and drainage port inside, and Inserted into the tube, the upper end is closed and the lower end is opened. to cover the inner tube and the lower part of the outer tube. is provided, and its upper end is fixed to the outer periphery of the outer tube. an air chamber, and enclose the lower end of the outer tube within the air chamber. While expanding the diameter of the lower end wall of the inner tube, move upward. It is surrounded by an air chamber and under the outer pipe. Separate the outer periphery to form an inverted U-shaped water seal path. A water seal tube that mixes surface water and air. Water supply that transports mixed water from above inside the inner pipe A closed body of water characterized by having a device. purification equipment.
JP59179216A 1984-08-30 1984-08-30 Apparatus for purifying closed water area Granted JPS6157298A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59179216A JPS6157298A (en) 1984-08-30 1984-08-30 Apparatus for purifying closed water area

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59179216A JPS6157298A (en) 1984-08-30 1984-08-30 Apparatus for purifying closed water area

Publications (2)

Publication Number Publication Date
JPS6157298A true JPS6157298A (en) 1986-03-24
JPS6339317B2 JPS6339317B2 (en) 1988-08-04

Family

ID=16061965

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59179216A Granted JPS6157298A (en) 1984-08-30 1984-08-30 Apparatus for purifying closed water area

Country Status (1)

Country Link
JP (1) JPS6157298A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2301775A (en) * 1995-06-07 1996-12-18 Howard Foundation High dosage lutein and zeaxanthin for macula therapy
JP2011194354A (en) * 2010-03-23 2011-10-06 Satoru Takamori Apparatus for improving quality of water in dam lake, river or lake

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5870895A (en) * 1981-10-26 1983-04-27 Hisao Makino Method and apparatus for multistage purification

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5870895A (en) * 1981-10-26 1983-04-27 Hisao Makino Method and apparatus for multistage purification

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2301775A (en) * 1995-06-07 1996-12-18 Howard Foundation High dosage lutein and zeaxanthin for macula therapy
JP2011194354A (en) * 2010-03-23 2011-10-06 Satoru Takamori Apparatus for improving quality of water in dam lake, river or lake

Also Published As

Publication number Publication date
JPS6339317B2 (en) 1988-08-04

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