JPS6339315B2 - - Google Patents

Info

Publication number
JPS6339315B2
JPS6339315B2 JP59172479A JP17247984A JPS6339315B2 JP S6339315 B2 JPS6339315 B2 JP S6339315B2 JP 59172479 A JP59172479 A JP 59172479A JP 17247984 A JP17247984 A JP 17247984A JP S6339315 B2 JPS6339315 B2 JP S6339315B2
Authority
JP
Japan
Prior art keywords
water
air
air reservoir
air chamber
arrow
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
Application number
JP59172479A
Other languages
Japanese (ja)
Other versions
JPS6154288A (en
Inventor
Atsushi Hara
Takao Ikehata
Ichiro Sato
Masaaki Ito
Hatsuo Uehara
Yoji Oogaki
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
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 Nippon Kokan Ltd filed Critical Nippon Kokan Ltd
Priority to JP59172479A priority Critical patent/JPS6154288A/en
Publication of JPS6154288A publication Critical patent/JPS6154288A/en
Publication of JPS6339315B2 publication Critical patent/JPS6339315B2/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

Description

【発明の詳細な説明】 (産業上の利用分野) 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。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) This invention relates to a purification device for closed water bodies that efficiently supplies and purifies air to closed water bodies such as lakes, reservoirs, and inner bays where eutrophication is progressing. .

(従来の技術) 近年、湖沼や内湾などの閉鎖性水域においては
周辺流域からの窒素、リン等の栄養塩類の流入・
蓄積に起因する富栄養化が進行し社会問題となつ
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。
(Conventional technology) In recent years, in closed water areas such as lakes and inner bays, nutrients such as nitrogen and phosphorus from surrounding basins have been inflowing and
Eutrophication due to accumulation is progressing and becoming a social problem. 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) 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
されていないこと等から、湖沼等の閉鎖水域を積
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。
(Problems to be solved by the invention) However, since the full details of the eutrophication mechanism have not yet been elucidated and efficient purification methods have not been established, efforts are being made to actively remove closed water areas such as lakes and marshes. At present, almost no attempts have been made to purify or regenerate it.

本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た
ものである。
The present invention was made in view of the current situation, and is the aim of elucidating the entire mechanism of eutrophication and, based on this, devising a device for purifying and regenerating closed water bodies.

(問題点を解決するための手段) 本発明者等はまず前提となる富栄養化のメカニ
ズムが次のようにして進行すると考えた。
(Means for Solving the Problems) The present inventors first considered that the underlying mechanism of eutrophication proceeds as follows.

わが国の湖沼等は温帯湖に属し、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、水温躍層b及び低層cに分かれ、湖水の状
態は垂直的に変化する。
Lakes and marshes in Japan are classified as temperate lakes, and have two circulation periods throughout the year, in autumn and spring, and two stagnation periods in winter and summer. During the stagnation period, the lake is divided into a surface layer a, a thermocline layer b, and a lower layer c, as shown in Figure 2, and the state of the lake water changes vertically.

すなわち表層a部では太陽光を利用した光合成
により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。いつぽう低層c
部では表層aで死滅したプランクトンが落ちてき
て酸化分解されるのでDOは消費され、しばしば
無酸素状態になる。この酸欠状態が起きると、
H2Sが発生しはじめ同時に鉄、マンガン、窒素、
リンが溶出する。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
なり、富栄養化の進行を促進することになる。
In other words, in the surface layer A, phytoplankton proliferates through photosynthesis using sunlight, and dissolved oxygen (DO) becomes supersaturated. low rise c
Plankton that has died in the surface layer A falls down and is oxidized and decomposed, consuming DO and often resulting in anoxic conditions. When this oxygen deficiency occurs,
H 2 S begins to be generated and at the same time iron, manganese, nitrogen,
Phosphorus is eluted. Then, in the next cycle, the eluted nutrients will diffuse throughout the closed water area, promoting the progress of eutrophication.

したがつて、この富栄養化の悪循環を断ち切る
ためには湖底100に酸素を供給し、栄養塩類等
の溶出を防止することが必要である。湖沼等に酸
素を供給する方法に関しては湖沼等の水深、富栄
養化の進行状況等により異なるが、その目的、機
能から次の2方法が考えられる。
Therefore, in order to break this vicious cycle of eutrophication, it is necessary to supply oxygen to the lake bed 100 and prevent the elution of nutrients and the like. Methods for supplying oxygen to lakes and marshes vary depending on the depth of the lake, the progress of eutrophication, etc., but the following two methods can be considered based on their purpose and function.

循環曝気法、これは成層を破壊することにな
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適する。また異臭味水
でこまつている水源池の水質改善にも有効であ
る。
Circulating aeration method destroys the stratification, so 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 are full of strange-tasting water.

深層曝気法、これは成層を破壊することなく
深層水に十分な酸素を与える方法であり、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 aeration is a method that provides sufficient oxygen to deep water without destroying the stratification, and is effective in preventing the temperature of surface water from dropping in the summer and preventing the outflow of turbid water.

本発明は、これらのうち、循環曝気法により閉
鎖水域を浄化、再生する装置を考案したものであ
る。
Among these, the present invention has devised an apparatus for purifying and regenerating closed water areas using a circulating aeration method.

第1図は本発明の構成を示すもので、本発明は
揚水管1と、空気室2と、空気溜殻3と、送水装
置4とを有している。尚100は水面、101は
湖底を示している。
FIG. 1 shows the structure of the present invention, which includes a water pump 1, an air chamber 2, an air reservoir 3, and a water supply device 4. Note that 100 indicates the water surface and 101 indicates the lake bottom.

揚水管1は上端を浮体等により水面100側に
浮かせ、下端を湖底101側に係留する等して水
中に垂設される。
The lift pipe 1 is vertically installed in the water by having the upper end floated on the water surface 100 side by a floating body or the like, and the lower end being moored to the lake bottom 101 side.

空気室2はその中に注入された空気を上記揚水
管1内に上昇せしめそれと共に低層水もそこへ取
り入れるものであつて、揚水管1の下端に接続さ
れている。その形状としては後述する空気溜殻3
をその内部に転動可能に設ける必要から、ある程
度内部容積の大きいものが必要であり、又その中
で放出された空気が効率良く揚水管1を上昇する
ようにするため、上部はじようろ状のものが好ま
しく、更に低層水の取り入れのため、下部は開放
されているものが良い。
The air chamber 2 is connected to the lower end of the lift pipe 1 and allows the air injected into the air chamber to rise into the lift pipe 1, and also takes in low-lying water therein. Its shape is air reservoir 3, which will be described later.
Since it is necessary to install the pipe so that it can roll inside, it is necessary to have a large internal volume to some extent, and in order to allow the air released in the pipe to rise up the pumping pipe 1 efficiently, the upper part is shaped like a funnel. It is preferable that the lower part is open to take in low-lying water.

空気溜殻3は、上記空気室2内に設けられ、内
部に空気が溜められるようになつており、空気が
溜まつた時自動的に反転して、反転後空気を放出
し、放出後自動的にもとの状態に戻るように設置
されている。
The air storage shell 3 is provided in the air chamber 2, and is designed to store air inside.When air is collected, it automatically turns over and releases the air after turning over. It is set up in such a way that it returns to its original state.

送水装置4は、表層水と空気を混和すると共
に、その混合水を前記空気室2内に引き込み、こ
れを空気溜殻3下方で噴出するものである。
The water supply device 4 mixes surface water and air, draws the mixed water into the air chamber 2, and blows it out below the air reservoir 3.

(作用) 湖沼等の表層aにおいて、風等の影響により湖
沼水面100で自然曝気が起つており、更に藻類
による光合成の影響もあるため、表層水は溶存酸
素が飽和値近くまで達している。然も太陽熱によ
つて湖沼水面100温度は気温近くまで上昇して
いる。
(Function) In the surface layer a of lakes and marshes, natural aeration occurs at the lake water surface 100 due to the influence of wind, etc., and there is also the influence of photosynthesis by algae, so dissolved oxygen in the surface water reaches nearly the saturation value. However, due to the heat from the sun, the temperature of the lake's water surface has risen to almost the same temperature as the average temperature.

この温度の高い溶存酸素リツチは表層水を送水
装置4により汲み上げ(矢印イ)、空気を吸引し
(矢印ロ)、混和すると共に、この混合水を空気室
2へと導く。この時、水圧の上昇によつて一部の
空気は溶解し、混合水中の溶存酸素濃度は更に高
くなる。溶解しきれない気泡状の空気は、矢印ハ
に示すように上昇して、空気溜殻3内へ徐々に溜
る。一方溶存酸素の増した表層水は矢印ニのよう
に抜けて溶存酸素の欠乏した低層水と混合し、該
低層水を曝気する。それと共に低層水の水温も上
げることになる。他方空気溜殻3内に溜まつた空
気は、一定量を越すと、浮力等によりこの空気溜
殻3を自動的に反転させ、同時に空気溜殻3内の
空気は砲弾状の気泡となつて、揚水管1内に一挙
に噴出し、その中を矢印ホに示すように上昇す
る。このような砲弾状の気泡の上昇は断続的に行
う。このとき、リフトポンプの要領で低層水も空
気室2下部から矢印ヘに示すように吸い込まれ、
矢印トのように表層aの水面100側へと放出さ
れる。水面100に達した気泡弾は水面100で
破裂し、水面100に波紋を生じて広がる。この
とき汲み上げられた低層水は波紋と共に水面10
0に広がり曝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の混合により水温
の上昇を抑えることができる。
This high-temperature dissolved oxygen-rich surface water is pumped up by the water supply device 4 (arrow A), air is sucked in (arrow B), mixed, and the mixed water is guided to the air chamber 2. At this time, some of the air dissolves due to the increase in water pressure, and the dissolved oxygen concentration in the mixed water further increases. The bubble-like air that is not completely dissolved rises as shown by arrow C and gradually accumulates in the air reservoir shell 3. On the other hand, the surface water with increased dissolved oxygen flows out as shown by arrow D and mixes with the lower layer water which is deficient in dissolved oxygen and aerates the lower layer water. At the same time, the temperature of low-lying water will also rise. On the other hand, when the air accumulated in the air reservoir shell 3 exceeds a certain amount, the air reservoir shell 3 is automatically reversed due to buoyancy, etc., and at the same time, the air within the air reservoir shell 3 becomes a bullet-shaped bubble. , all at once ejects into the pumping pipe 1 and rises therein as shown by the arrow H. The rise of such bullet-shaped bubbles is performed intermittently. At this time, low-lying water is also sucked in from the bottom of the air chamber 2 as shown by the arrow in the same way as the lift pump.
It is released to the water surface 100 side of the surface layer a as shown by the arrow. The bubble bomb that reaches the water surface 100 ruptures on the water surface 100, causing ripples on the water surface 100 and spreading. The low-lying water that was pumped up at this time along with ripples appeared on the water surface.
0, mixes with surface water and diffuses while being aerated. At the same time, the rise in water temperature can be suppressed by mixing low-temperature low-layer water.

このように本発明は閉鎖水域全体を循環状態に
保ち、まず低層c部を溶存空気を多く含む表層水
で曝気すると共に、表層水と共に低層c側に送ら
れた空気を利用して低層水を表層a部に揚水せし
め、自然曝気を行なわせるようにしたものであ
る。
In this way, the present invention maintains the entire closed water area in a circulating state, first aerates the lower layer C with surface water containing a large amount of dissolved air, and then uses the air sent to the lower layer C side together with the surface water to aerate the lower layer water. Water is pumped up to the surface layer A to provide natural aeration.

(実施例) 以下本発明の具体的実施例を図面に基づいて説
明する。
(Example) Specific examples of the present invention will be described below 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、揚水管10と、空気室20と、空気溜殻3
0と、送水装置40とから構成される。
FIG. 3 shows an embodiment of the present invention.
0 and a water supply device 40.

揚水管10は上部にフロート13を装備し、又
後述する空気室20を介してチエーン14で湖底
101のおもり15にその下部を係合し、このよ
うな構成で水中に垂設される。尚このような垂設
の仕方は一例にすぎず、他の方法で垂設しても良
いことは言うまでもない。
The lift pipe 10 is equipped with a float 13 at its upper part, and its lower part is engaged with a weight 15 on the lake bed 101 by a chain 14 via an air chamber 20, which will be described later, so that it is suspended vertically in the water. It should be noted that this method of vertical installation is only an example, and it goes without saying that other methods of vertical installation may be used.

空気室20は揚水管10より大きな径を有する
中空部21を有し、その上部はじようろ状にしぼ
んで揚水管10下端に連絡し、又その下部は開放
されていて、そこから低層水が流入することにな
る。
The air chamber 20 has a hollow part 21 having a larger diameter than the water pumping pipe 10, the upper part of which is constricted in the shape of a funnel and connected to the lower end of the water pumping pipe 10, and the lower part of which is open, from which low-level water can flow. There will be an influx.

空気溜殻30は一側面に傾斜開口31を有する
筒体からなり、前記空気室20側面に縦長の孔2
2を開け、そこに筒体他側面側を挿入してピン2
3によつて中空部21に回動可能に取り付けられ
ている。即ち、傾斜開口31反対側は閉止され、
中に水が満たされている時は自重で傾斜して傾斜
開口31が下になり、又空気で満たされると浮力
で上方に上がつてくるように、ピン23によつて
空気室20と接合されている。
The air reservoir shell 30 is made of a cylindrical body having an inclined opening 31 on one side, and a vertical hole 2 on the side of the air chamber 20.
Open 2, insert the other side of the cylinder into it, and attach pin 2.
3, it is rotatably attached to the hollow part 21. That is, the opposite side of the inclined opening 31 is closed,
It is connected to the air chamber 20 by a pin 23 so that when it is filled with water, it tilts due to its own weight so that the inclined opening 31 is at the bottom, and when it is filled with air, it moves upward due to buoyancy. has been done.

送水装置40はポンプ41とエジエクタ42と
送水管43で構成され、ポンプ41で矢印イのよ
うに汲み上げられた表層水にエジエクタ42で矢
印ロのように空気を吸引して混和する。この混合
水を送水管43で空気室20下部へと導き、前記
空気溜殻30下方で噴出する。本発明者等は気泡
上昇速度を調べ、0.3m/sの測定値を得た。従
つて上記送水管43内の下降流速は0.3m/s以
上に保つようにした。又ポンプ41及びエジエク
タ42に替り、送水管43路中にブロワやコンプ
レツサにより(圧縮)空気を吹き込むようにして
も良い。
The water supply device 40 is composed of a pump 41, an ejector 42, and a water pipe 43, and the ejector 42 sucks air as shown in the arrow B to mix it with the surface water pumped up by the pump 41 in the direction of the arrow A. This mixed water is guided to the lower part of the air chamber 20 through the water pipe 43 and is ejected below the air reservoir shell 30. The inventors investigated the bubble rising speed and obtained a measured value of 0.3 m/s. Therefore, the downward flow velocity in the water pipe 43 was kept at 0.3 m/s or more. Moreover, instead of the pump 41 and ejector 42, (compressed) air may be blown into the water pipe 43 by a blower or compressor.

以上のような装置によれば、溶存酸素のリツチ
な表層水を低層c部に送り込み曝気することがで
きる。又溶解しきれなかつた空気は気泡となつて
空気溜殻30内に溜まり一定量以上の空気が溜ま
ると浮力により傾斜開口31を上部へ押し上げ、
同時に溜まつた空気が砲弾状の気泡となつて揚水
管10内に一挙に噴出する。その上昇に伴ない、
低層水を表層a部に汲み上げることができる。従
つて人為的に成層を破壊でき湖沼等の水全体を循
環状態に保つことが可能になる。
According to the above-described device, surface water rich in dissolved oxygen can be sent to the lower layer c and aerated. Also, the undissolved air becomes bubbles and accumulates in the air reservoir shell 30, and when a certain amount of air accumulates, the buoyancy pushes the inclined opening 31 upward.
At the same time, the accumulated air turns into bullet-shaped bubbles and blows out into the water pumping pipe 10 all at once. Along with the rise,
Low layer water can be pumped up to the surface layer a. Therefore, it becomes possible to artificially destroy the stratification and maintain the entire water in lakes and marshes in a circulating state.

第4図は他の実施例を示しており、本実施例で
は空気溜殻32,32aの構造が前記実施例とは
異なるのみであるが、その部分を拡大して示して
いる(同一構成には同一番号が付されている)。
FIG. 4 shows another embodiment, in which the structure of the air reservoir shells 32, 32a is only different from the previous embodiment, but that part is shown in an enlarged manner (the same structure is used). are given the same number).

この空気溜殻32,32aは、空気室20内に
相対して設けられた二つの半球状わんからなり、
該空気室20幅方向に回転可能に設けられた回転
軸33のほぼ中央に固定され、これを中心に回転
可能に設置されている。空気溜殻32は送水装置
40によより送水されてくる溶解しきれなかつた
空気が気泡となつてその中に溜まり、一定量以上
溜まると浮力により回転して溜まつた空気を砲弾
状の気泡として揚水管10内に向け一挙に噴出せ
しめる。すると空気溜殻32aは下方に回転し、
同様にその中に気泡を溜め、以上と同じ順序で、
次に砲弾状の気泡を噴出せしめる。
The air reservoir shells 32, 32a are composed of two hemispherical cups provided oppositely within the air chamber 20,
It is fixed approximately at the center of a rotating shaft 33 that is rotatably provided in the width direction of the air chamber 20, and is rotatably installed around the rotating shaft 33. In the air reservoir shell 32, undissolved air supplied by the water supply device 40 becomes bubbles and accumulates therein. When a certain amount or more accumulates, the air reservoir shell 32 rotates due to buoyancy and turns the accumulated air into bullet-shaped bubbles. The water is ejected all at once into the pumping pipe 10. Then, the air reservoir shell 32a rotates downward,
Similarly, collect air bubbles in it, and in the same order as above,
Next, a bullet-shaped bubble is ejected.

第5図は本発明の更に他の実施例を示してお
り、基本的構成は第1、第2実施例とほぼ同じで
あるが、揚水管10に通水口11,11aが設け
られたことと、空気溜殻34の構成が異なつてい
る(同一構成には同一番号が付されている)。
FIG. 5 shows still another embodiment of the present invention, the basic configuration of which is almost the same as the first and second embodiments, except that water inlets 11 and 11a are provided in the pumping pipe 10. , the structure of the air reservoir shell 34 is different (the same structure is given the same number).

即ち、揚水管10下部の空気室20固定側付近
に通水口11,11aが設けられているが、これ
は後述する空気溜殻34が傾斜して中から砲弾状
の気泡が噴出した時に低層水の吸い上げを空気室
20下方ばかりからでなく、矢印チのように通水
口11,11aからも吸い上げることにより、空
気溜殻34の動揺を防ごうとするものである。
That is, water inlet ports 11 and 11a are provided near the fixed side of the air chamber 20 at the bottom of the water pump 10, and this is because when the air reservoir shell 34, which will be described later, is tilted and a cannonball-shaped bubble is ejected from inside, low-lying water is This is intended to prevent the air reservoir shell 34 from shaking by sucking up the air not only from below the air chamber 20 but also from the water holes 11 and 11a as shown by the arrow.

又空気溜殻34は、第6図に示すように一端部
に偏心用おもり35が溶着された半球状わんから
なり、空気室20内部に中央部に導通孔24を有
する空気室底板25を水平に固定し、この導通孔
24にかぶさるように空気室底板25の上に置か
れたものである。尚その形状は半球状以外にも角
筒状のもの等が適切である。
As shown in FIG. 6, the air reservoir shell 34 is made of a hemispherical bowl with an eccentric weight 35 welded to one end, and the air chamber bottom plate 25, which has a conduction hole 24 in the center, is horizontally placed inside the air chamber 20. and placed on the air chamber bottom plate 25 so as to cover the conduction hole 24. In addition to the hemispherical shape, a rectangular cylindrical shape is also suitable for the shape.

このような装置では、導通孔24を通して空気
溜殻34内に溜まつた空気が一定量を越すと、浮
力によつて空気溜殻34を持ち上げる。この時該
空気溜殻34は予め偏心用おもり35で偏心させ
てあるので、偏心用おもり35側を中心に傾き
(図示破線で示されている)、空気溜殻34内の空
気は砲弾状の気泡となつて揚水管10内に一挙に
噴出する。それと同時に低層水も矢印ヘ及びチに
示すように空気室20下方及び通水口11,11
aから吸い上げられ、揚水管10内を上昇する。
In such a device, when the air accumulated in the air reservoir shell 34 through the conduction hole 24 exceeds a certain amount, the air reservoir shell 34 is lifted by buoyancy. At this time, since the air reservoir shell 34 has been eccentrically set in advance by the eccentric weight 35, it is tilted around the eccentric weight 35 side (indicated by a broken line in the figure), and the air inside the air reservoir shell 34 is shaped like a cannonball. The air bubbles are ejected into the water pump 10 all at once. At the same time, low-level water also flows to the lower part of the air chamber 20 and the water inlets 11, 11 as shown by the arrows.
It is sucked up from a and rises inside the pumping pipe 10.

第7図は本発明の別の実施例を示している。本
実施例は上記した実施例とは異なり、水温躍層b
を破壊することなしに表層a及び低層cの二段曝
気を行なうことができる装置である。そのため第
3実施例のように揚水管10の下部に通水口1
1,11aを設けたほかに、給排水口12,12
aを揚水管10の中間部に設置した点が異なる
(同一構成には同一番号が付されている)。
FIG. 7 shows another embodiment of the invention. This example differs from the above-mentioned examples in that the thermocline b
This is a device that can perform two-stage aeration of the surface layer A and the lower layer C without destroying the surface layer A and the lower layer C. Therefore, as in the third embodiment, a water inlet 1 is provided at the bottom of the pumping pipe 10.
In addition to providing water supply and drainage ports 12 and 11a,
The difference is that a is installed in the middle of the pumping pipe 10 (the same components are given the same numbers).

この給排水口12,12aを躍層bの下部に開
口するようにチエーン14を調整して設置すれ
ば、砲弾状の気泡の上昇によつて、低層水は空気
室20下部及び通水口11,11aより矢印ヘ,
チのように吸引され、揚水管10内を上昇すると
共に、その一部が給排水口12,12aから矢印
リに示すように躍層b下部に排出され、低層水の
撹拌を行なう。又砲弾状の気泡がそこから更に上
昇すると、今度は矢印ヌのように中層部の水も給
排水口12,12aから吸引され、低層水と共に
矢印トのように揚水管10上部に排出される。水
面100に達した気泡弾は水面100で破裂し、
該水面100に波紋を生じて広がる。この時汲み
上げられた低層水及び中層水は波紋と共に水面1
00に広がり曝気を受けながら表層水と混合し拡
散して行く。このように低層c部と表層a部は同
時にしかも躍層bを破壊することなしに別々に混
合撹拌され、酸素の供給が行なわれる。
If the chain 14 is adjusted and installed so that the water supply and drainage ports 12 and 12a are opened at the bottom of the cline b, the rise of the bullet-shaped bubbles will cause the low layer water to flow through the bottom of the air chamber 20 and the water ports 11 and 11a. From the arrow,
The water is sucked in as shown in the figure, moves upward in the water pump 10, and a portion of it is discharged from the water supply and drainage ports 12, 12a to the lower part of the cline b as shown by the arrow R, stirring the low water. When the bullet-shaped bubbles rise further from there, the water in the middle layer is also sucked in from the water supply and drainage ports 12, 12a as shown by arrow N, and is discharged to the upper part of the water pump 10 as shown by arrow T along with the lower layer water. The bubble bomb that reached the water surface of 100 yen bursts at the water surface of 100 yen,
Ripples are generated on the water surface 100 and spread. The low and middle water pumped up at this time creates ripples on the water surface.
00, mixes with surface water and diffuses while being aerated. In this way, the lower layer c and the surface layer a are mixed and stirred simultaneously and separately without destroying the cline layer b, and oxygen is supplied.

以上のような実施例と同様な効果を得られる例
を、参考として第8図及び第9図に示す。これら
はいずれも空気室20内の空気溜殻360,37
0の構造が異なる。第8図は空気室底板25上に
置かれれた半球状わんの空気溜殻360を導通孔
24に挿入されるチエーン361を介して空気室
底板25下方の浮上防止棒362と係合する構成
が示されている。このような構成では、空気溜殻
360内に溜まつた空気が、該空気溜殻360を
浮力により上昇させ、砲弾状の気泡となつて一挙
に噴出せしめられる。この時空気溜殻360は、
浮上防止棒362の働きにより、空気室20下方
から吸い上げられた低層水による動揺の影響を防
止することができるので、第3、4実施例のよう
な通水口11,11aが不要となる。又第9図は
下部を開放した円筒体の空気溜殻370を、導通
孔240を中央部に有する空気室底板250上に
置くと共に、その上方の空気室20内に浮上防止
柵371を設けた構成が示されている。このよう
な構成は上記構成と同様、砲弾状の気泡となつて
空気溜殻370から一挙に噴出された時、この空
気溜殻370を浮上防止柵371により、必要以
上に上昇せしめないようにしたものである。又こ
れにより空気溜殻370の動揺を防ぐので、通水
口11,11aを設置する必要がなくなる。
An example in which effects similar to those of the above embodiment can be obtained is shown in FIGS. 8 and 9 for reference. Both of these are air reservoir shells 360, 37 in the air chamber 20.
The structure of 0 is different. FIG. 8 shows a configuration in which a hemispherical air reservoir 360 placed on the air chamber bottom plate 25 is engaged with an anti-surfacing rod 362 below the air chamber bottom plate 25 via a chain 361 inserted into the conduction hole 24. It is shown. In such a configuration, the air accumulated in the air reservoir 360 is caused to rise due to buoyancy, and is ejected all at once in the form of bullet-shaped bubbles. At this time, the air reservoir 360 is
By the action of the anti-surfacing rod 362, it is possible to prevent the influence of agitation caused by the low-level water sucked up from below the air chamber 20, so that the water holes 11 and 11a as in the third and fourth embodiments are not required. In addition, in FIG. 9, a cylindrical air reservoir shell 370 with an open bottom is placed on an air chamber bottom plate 250 having a conduction hole 240 in the center, and a flotation prevention fence 371 is provided in the air chamber 20 above it. The configuration is shown. This configuration is similar to the configuration described above, and when the air bubbles become like bullets and are ejected from the air reservoir shell 370 all at once, the air reservoir shell 370 is prevented from rising more than necessary by the floating prevention fence 371. It is something. Further, since this prevents the air reservoir shell 370 from shaking, there is no need to install the water holes 11, 11a.

(発明の効果) 以上のような本発明の浄化装置によれば、送水
装置により送り込まれてくる溶存酸素豊富な表層
水を低層水に混合曝気させて低層部の酸素不足を
なくすことができると共に、断続的に砲弾状の気
泡を上昇させる空気溜殻により低層水を揚水管か
ら表層に上昇せしめ水面上で曝気せしめることが
できるため、全体として閉鎖水域を循環曝気せし
めることが可能になるという優れた効果を有して
いる。
(Effects of the Invention) According to the purification device of the present invention as described above, it is possible to mix and aerate the dissolved oxygen-rich surface water sent by the water supply device into the lower layer water, and eliminate oxygen deficiency in the lower layer. The air reservoir, which intermittently raises cannonball-shaped air bubbles, allows low-level water to rise from the pumping pipe to the surface layer and aerate above the water surface, making it possible to circulate and aerate the entire closed water area. It has a certain effect.

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

第1図は本発明の構成を示す概略断面図、第2
図は停滞期の閉鎖水域の状況を示す説明図、第3
図は本発明の一実施例を示す断面図、第4図は他
の実施例を示す部分拡大断面図、第5図は更に他
の実施例を示す断面図、第6図は本実施例中空気
溜殻を示す拡大図、第7図は別の実施例を示す断
面図、第8図は本発明と同様な効果を有する空気
溜殻の一例を示す参考図、第9図は同じく空気溜
殻の更に他の一例を示す参考図である。 図中、1,10は揚水管、2,20は空気室、
3,30,32,32a,34は空気溜殻、4,
40は送水装置、100は水面、101は湖底を
各示す。
Fig. 1 is a schematic sectional view showing the configuration of the present invention, Fig.
The figure is an explanatory diagram showing the situation of closed waters during the stagnation period.
The figure is a sectional view showing one embodiment of the present invention, FIG. 4 is a partially enlarged sectional view showing another embodiment, FIG. 5 is a sectional view showing still another embodiment, and FIG. 6 is a cross-sectional view showing another embodiment. FIG. 7 is a cross-sectional view showing another embodiment, FIG. 8 is a reference view showing an example of an air reservoir having the same effect as the present invention, and FIG. 9 is an enlarged view showing an air reservoir. It is a reference figure which shows yet another example of a shell. In the figure, 1 and 10 are water pumps, 2 and 20 are air chambers,
3, 30, 32, 32a, 34 are air reservoir shells, 4,
Reference numeral 40 indicates a water supply device, 100 indicates a water surface, and 101 indicates a lake bottom.

Claims (1)

【特許請求の範囲】[Claims] 1 水中に垂設してなる揚水管と、該揚水管の下
端に接続された空気室と、該空気室内に転動可能
に設けられた空気溜殻と、表層水と空気を混和し
その混合水を前記空記室内に引き込み且つこれを
空気溜殻下方で噴出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。
1 A lifting pipe vertically installed in water, an air chamber connected to the lower end of the lifting pipe, and an air reservoir rotatably installed in the air chamber, and mixing surface water and air. A purification device for a closed water area, comprising a water supply device that draws water into the empty space and blows it out below the air reservoir.
JP59172479A 1984-08-21 1984-08-21 Purifying apparatus of closed water basin Granted JPS6154288A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59172479A JPS6154288A (en) 1984-08-21 1984-08-21 Purifying apparatus of closed water basin

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59172479A JPS6154288A (en) 1984-08-21 1984-08-21 Purifying apparatus of closed water basin

Publications (2)

Publication Number Publication Date
JPS6154288A JPS6154288A (en) 1986-03-18
JPS6339315B2 true JPS6339315B2 (en) 1988-08-04

Family

ID=15942746

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59172479A Granted JPS6154288A (en) 1984-08-21 1984-08-21 Purifying apparatus of closed water basin

Country Status (1)

Country Link
JP (1) JPS6154288A (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63147599A (en) * 1986-12-11 1988-06-20 Tokyo Kiyuuei:Kk Method and device for improving lean oxygen layer in sea region
JPH0417277Y2 (en) * 1987-10-15 1992-04-17
JPH0417278Y2 (en) * 1987-10-15 1992-04-17
JP5296565B2 (en) * 2009-01-28 2013-09-25 株式会社 米崎 Stirrer
JP5296646B2 (en) * 2009-09-15 2013-09-25 株式会社 米崎 Stirring device having an air lift pump
KR100965784B1 (en) * 2009-09-15 2010-06-29 한국기계연구원 Water circulation device for water-bloom prevention using sunlight
JP5918544B2 (en) * 2012-01-13 2016-05-18 有限会社山口ティー・エル・オー Liquid film type oxygen supply device

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5817679U (en) * 1981-07-28 1983-02-03 ティーディーケイ株式会社 video cassette storage case

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58137900U (en) * 1982-03-11 1983-09-16 海洋工業株式会社 pumping equipment

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5817679U (en) * 1981-07-28 1983-02-03 ティーディーケイ株式会社 video cassette storage case

Also Published As

Publication number Publication date
JPS6154288A (en) 1986-03-18

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