JPS6339317B2 - - Google Patents
Info
- Publication number
- JPS6339317B2 JPS6339317B2 JP59179216A JP17921684A JPS6339317B2 JP S6339317 B2 JPS6339317 B2 JP S6339317B2 JP 59179216 A JP59179216 A JP 59179216A JP 17921684 A JP17921684 A JP 17921684A JP S6339317 B2 JPS6339317 B2 JP S6339317B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- outer tube
- air chamber
- tube
- pipe
- 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
Links
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological 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、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. .
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。
In recent years, eutrophication has progressed in closed water bodies such as lakes and inner bays due to the influx and accumulation of nutrients such as nitrogen and phosphorus from surrounding basins, which has become 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.
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。
However, because the full details of the eutrophication mechanism have not yet been elucidated and efficient purification methods have not been established, few attempts have been made to actively purify and regenerate closed water bodies such as lakes and marshes. The current situation is that there is no such thing.
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 an attempt to elucidate the entire mechanism of eutrophication, and from there, create a device for purifying and regenerating closed water bodies.
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。
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。一方、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。そして次の循環基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. On the other hand, in the lower layer C, plankton that died in the surface layer A fall down and are oxidized and decomposed, so DO is consumed and the atmosphere often becomes anoxic. When this oxygen deficiency occurs, H 2 S begins to be generated and iron, manganese, nitrogen, and phosphorus are eluted at the same time. When it becomes the next circulating group, 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101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 101 and prevent the elution of nutrients and the like. Regarding the method of supplying oxygen to lakes, etc., the water depth of the lake, etc.
Depending on the progress of eutrophication, etc., the following two methods can be considered depending on the 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
で困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 suffering from water with strange smells and tastes.
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、循環曝気法を更に改良
し、水温躍層bを破壊することなく、表層a及び
低層cの二段曝気を行なう装置を提案したもので
ある。 Among these, the present invention further improves the circulating aeration method and proposes an apparatus that performs two-stage aeration of the surface layer a and the lower layer c without destroying the thermocline layer b.
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, which comprises an outer tube 1, an inner tube 2, an air chamber 3, a water seal tube 4,
It has 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構成されたも
ので、上下端が開放され、この上端側を浮体等に
より水面100側に浮かせると共に、下端側を湖
底100側に係留する等して水中に垂設される。
この外管1はその中を上昇してくる気泡及び低層
水を表層a側に向けて送り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
れており、これを躍層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、躍層b下方の水を吸い込むことができる。 The outer tube 1 is composed of the outer tube of a double tube, and the upper and lower ends are open, and the upper end side is floated on the water surface 100 side by a floating body etc., and the lower end side is moored to the lake bottom 100 side. It is installed vertically in the water.
This outer tube 1 serves as a passage for sending air bubbles and low layer water rising therein toward the surface layer a side. However, a water supply/drainage port 1a is provided in the middle, and if this is located below the cline b, part of the low-level water can be discharged from there, and on the other hand, water below the cline b can be sucked in. can.
内管2は二重管構造のうち前記外管1内に挿入
される管であり、挿入されている時外管1との間
に低層水上昇用空間が形成される。又、この内管
2は上端が閉塞され、又下端が後述の空気室3内
で開放されており、表層水を低層c側に送水する
時の通路となるものである。 The inner tube 2 is a tube inserted into the outer tube 1 of the double tube structure, and when inserted, a space for low water rise is formed between the inner tube 2 and the outer tube 1. The inner pipe 2 is closed at its upper end and opened at its lower end within an air chamber 3, which will be described later, and serves as a passageway for transporting surface water to the lower layer c side.
空気室3は、その上端を外管1外周に固着し、
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
めるため設けられたものである。 The air chamber 3 has its upper end fixed to the outer circumference of the outer tube 1,
It is provided so as to cover the lower side of the outer tube 1. This air chamber 3 is provided to store air between it and the lower part of the outer tube 1.
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り、逆U字水封路4aを形成
して容易に外管1内に水が入り込まないよう水封
できる構造としている。 The water seal tube 4 is provided in the air chamber 3 so as to surround the lower end of the outer tube 1 by expanding the diameter of the lower end wall of the inner tube 2 and surrounding it upward. This water seal tube 4
has a structure in which the air chamber 3 and the outer circumference of the lower part of the outer tube 1 are partitioned while only the upper part communicates with each other, and an inverted U-shaped water seal path 4a is formed so that water can be easily sealed to prevent water from entering the outer tube 1. .
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 water supply device 5 mixes surface water and air, sends the mixed water into the inner pipe 2, and blows it upward into the air chamber 3.
湖沼等の表層aにおいては、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
類等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。
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, etc., so that dissolved oxygen in the surface layer 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豊富な表層水を送水装
置5により汲み上げ(矢印イ)、空気を吸引し
(矢印ロ)、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。そして内管2内を矢印ハのよう
に下降した混合水は矢印ニに示されるように水封
管4下方へ流れる。この時、溶存酸素豊富な混合
水は矢印ホに示すように低層水と混合して該低層
水を曝気し、その水温も上昇せしめる。一方、以
上のように水封管4下方に流出した混合水は流速
が低下するため、混合水中に溶解しきれず気泡状
となつていた空気が水流から分離される。そして
矢印ヘに示すように逆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
に溜まつた空気が逆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
なり、矢印ト及びチに示すように、溜まつた空気
は砲弾状の気泡となつて外管1内を一気に上昇す
る。この時、外管1途中の給排水口1aが躍層b
下部に開口するように設置されていれば、砲弾状
の気泡の上昇によつて低層水は、まず矢印リのよ
うに吸引され、更に上記空気の流通経路と同じ矢
印ヘ乃至チを通つて矢印ヌに示すようにその一部
が給排水口1aより躍層b下部に排出され、低層
水の撹拌を行なう。 This high-temperature dissolved oxygen-rich surface water is pumped up by the water supply device 5 (arrow A), air is sucked in (arrow B), mixed, and the mixed water is guided into the inner tube 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 mixed water that has descended in the inner tube 2 as shown by the arrow C flows downward into the water seal tube 4 as shown by the arrow D. At this time, the mixed water rich in dissolved oxygen is mixed with the low layer water as shown by the arrow H, aerating the low layer water and raising the water temperature. On the other hand, since the flow rate of the mixed water flowing down the water seal tube 4 decreases as described above, the air that has not been completely dissolved in the mixed water and has become bubble-like is separated from the water flow. Then, as shown by the arrow, go up the inverted U-shaped water seal road 4a,
It accumulates in the upper part of the air chamber 3. When the air accumulated in the upper part of the air chamber 3 is conducted into the outer tube 1 through the inverted U-shaped water seal path 4a, the water seal is broken and becomes an inverted siphon shape, causing the air accumulated in The air becomes bullet-shaped bubbles and rises inside the outer tube 1 all at once. At this time, the water supply and drainage port 1a in the middle of the outer pipe 1 is connected to the cline b.
If it is installed so that it opens at the bottom, low-lying water is first sucked in as shown by the arrow ri by the rise of the cannonball-shaped air bubbles, and then passes through the same path as the air flow path mentioned above. As shown in Fig. 2, a part of the water is discharged from the water supply/drainage port 1a to the lower part of the cline b, and stirs the low water.
一方、砲弾状の空気が更に矢印ルのように上昇
すれば、躍層b下部の水を矢印ヲのように吸引
し、矢印ルを通つて表層a側へ排出する(矢印
ワ)。水面100に達した気泡弾は水面100で
破壊し、該水面100に破紋を生じて広がる。こ
の時、汲み上げられた低層水及び躍層bの下部の
水は破紋と共に水面100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
低層水及び躍層b下部の水の混合により水温の上
昇を抑えることができる。 On the other hand, if the bullet-shaped air further rises as shown by arrow 1, it will suck in the water below the cline B as shown by arrow wo and discharge it to the surface layer a through arrow 1 (arrow wa). The bubble bullet that has reached the water surface 100 is destroyed on the water surface 100, causing ripples on the water surface 100 and spreading. At this time, the pumped up low-level water and the water below the cline b spreads along the water surface 100 along with ripples and mixes with the surface water while being aerated and diffuses. At the same time, a 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
とにより躍層bを破壊しないで表層a及び低層c
を同時に個別に撹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c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、更に残りの低層水及び躍層b下
部の水を表層a部に揚水せしめ、曝気を行なわせ
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 destruction of the surface layer a and lower layer c without destroying the cline layer b.
The system is designed to simultaneously stir and aerate each of the two parts individually. That is, first, the lower layer C is aerated with surface water containing a large amount of dissolved oxygen, and the air sent to the lower layer C side along with the surface water is used to discharge part of the lower layer water to the lower part of the cline layer B, and then the remaining The water in the lower layer of the water and the water in the lower part of the cline B is pumped up to the surface layer a, and aeration is carried out.
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
明は外管10と、内管20と、空気室30と、水
封管40と、送水装置50とから構成されてい
る。 FIG. 3 shows an embodiment of the present invention, which is comprised of an outer tube 10, an inner tube 20, an air chamber 30, a water seal tube 40, and a water supply device 50.
外管10は、上部にフロート12を装備し、又
後述する空気室30を介してチエーン13で湖底
101のアンカー14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。又、外管10の
上下端に開放されており、更にその途中に給排水
口11が設けられていて、前記チエーン13の長
さの調整により該給排水口11は躍層bの下部に
開口している。尚、外管10の上記の垂設の仕方
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 outer tube 10 is equipped with a float 12 at its upper portion, and its lower portion is engaged with an anchor 14 on a lake bed 101 by a chain 13 via an air chamber 30, which will be described later, so that the outer tube 10 is suspended vertically in the water. Further, the upper and lower ends of the outer tube 10 are open, and a water supply and drainage port 11 is further provided in the middle thereof, and by adjusting the length of the chain 13, the water supply and drainage port 11 is opened at the bottom of the cline b. There is. It should be noted that the above-mentioned method of vertically installing the outer tube 10 is only an example, and it goes without saying that other methods may be used for vertically installing the outer tube 10.
内管20は、外管10内に装入されてその上下
端を該外管10より突出せしめており、そのうち
上端は閉塞され、又その下端は開放される構成と
なつている。 The inner tube 20 is inserted into the outer tube 10 and has its upper and lower ends protruding from the outer tube 10, with the upper end being closed and the lower end being open.
空気室30は、下方が開口され、下面に外管1
0貫通孔31を設けた箱状体で形成されており、
貫通孔31より外管10を通し、且つその外管1
0外周に貫通孔31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30は外管1
0下部側を覆うことになる。尚、前述のように空
気室30の下部開放周縁部にはチエーン13が係
留されていて、アンカー14に連結されている。
又、本実施例ではこの空気室30の内管20下方
中央部に該内管20と直交する方向に底板32が
設けられていて、内管20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30の前記下部開放周縁
部と上記底板32周縁部との間は出入水口33と
して開口され、空気室30内と低層c側とを連通
せしめている。 The air chamber 30 is open at the bottom and has an outer tube 1 on the bottom surface.
It is formed of a box-like body with a through hole 31,
The outer tube 10 is passed through the through hole 31, and the outer tube 1
The peripheral edge of the through hole 31 is fixed to the outer periphery of the through hole 31. By installing it in this way, the air chamber 30 is connected to the outer tube 1.
0 will cover the bottom side. Incidentally, as described above, the chain 13 is moored to the lower open periphery of the air chamber 30 and connected to the anchor 14.
In addition, in this embodiment, a bottom plate 32 is provided in the center below the inner tube 20 of the air chamber 30 in a direction perpendicular to the inner tube 20, and the bottom plate 32 is provided in the direction perpendicular to the inner tube 20 to direct the direction of the mixed water of surface water and bubbles flowing out from the inner tube 20. and at the same time assist in the separation of air bubbles. Furthermore, a water inlet/outlet 33 is opened between the lower open peripheral edge of the air chamber 30 and the peripheral edge of the bottom plate 32, allowing communication between the inside of the air chamber 30 and the lower layer c side.
水封管40は前記空気室30内で上記底板32
と平行に内管20下端壁を拡径しつつ、途中で折
れ込んで空気室30の内側壁と、外管10外周壁
との間を上方へ延長せしめて外管10下端を囲う
ように設けられたものである。このように設置す
ることにより空気室30内側壁及び外管10下部
外周壁の間を仕切つて逆U字水封路41を形成
し、水封のできる構造としている。 The water seal tube 40 is inserted into the bottom plate 32 within the air chamber 30.
While expanding the diameter of the lower end wall of the inner tube 20 in parallel with the inner tube 20, the inner tube 20 is bent in the middle to extend upward between the inner wall of the air chamber 30 and the outer peripheral wall of the outer tube 10, and is provided so as to surround the lower end of the outer tube 10. It is something that was given. By installing in this manner, an inverted U-shaped water seal passage 41 is formed by partitioning between the inner wall of the air chamber 30 and the lower outer circumferential wall of the outer tube 10, resulting in a water seal structure.
送水装置50は、表層a側の水中に一端を浸漬
せしめた吸水管51と、これに導通する低水頭ポ
ンプ52と、更にこれと連通するエジエクタ53
と、それから内管20内に連絡する送水管54と
から構成され、吸水管51からポンプ52で矢印
イのように汲み上げられた表層水にエジエクタ5
3で矢印ロのように空気を吸引して混和させ、こ
の混合水を送水管54で内管20内へと導き、そ
の中を下降せしめる機能を有している。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。従つて上記内管20内の下降流速は0.3
m/S以上に保つようにした。又、ポンプ52に
低水頭ポンプを用いたため省エネルギが可能とな
つたが、更にこのポンプ52及びジエクタ53の
代わりに、送水管54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 50 includes a water suction pipe 51 having one end immersed in water on the surface layer a side, a low water head pump 52 communicating with the water suction pipe 51, and an ejector 53 communicating with the water suction pipe 51.
and a water supply pipe 54 that communicates with the inner pipe 20.The surface water pumped from the water suction pipe 51 by a pump 52 as shown by arrow A is passed through an ejector 5.
3, it has a function of sucking and mixing air as shown by arrow B, guiding this mixed water into the inner pipe 20 through the water pipe 54, and making it descend therein. The inventors investigated the bubble rising speed and obtained a measured value of 0.3 m/S. Therefore, the descending flow velocity in the inner pipe 20 is 0.3
I tried to keep it above m/S. In addition, energy saving is possible by using a low head pump for the pump 52, but in addition, instead of the pump 52 and the diector 53, (compressed) air is blown into the water pipe 54 by a blower or compressor. Also good.
以上のような装置によれば、溶存酸素豊富な表
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底板32で水
と分離されて気泡となり逆U字水封路41内に溜
まる。一定量以上溜まつて外管10内部に導通す
ると、水封が破れて逆サイホン状となり、砲弾状
の気泡となつて外管10内に一挙に噴出する。そ
の上昇に伴い低層水を外管10内に吸い込み、そ
の一部を給排水口11から躍層b下部へ、又、残
りの低層水と給排水口11から吸い込んだ躍層b
下部の水を表層a部に汲み上げることができる。
従つて躍層bを破壊しないで低層c及び表層a部
を同時に個別に撹拌曝気することができる。 According to the device as described above, surface water rich in dissolved oxygen can be sent to the lower layer c and aerated. Further, the air that has not been completely dissolved is separated from the water by the bottom plate 32 and becomes bubbles, which accumulate in the inverted U-shaped water seal passage 41. When a certain amount or more accumulates and conducts into the outer tube 10, the water seal breaks, forming an inverted siphon shape, and blows out into the outer tube 10 all at once in the form of bullet-shaped bubbles. As it rises, low-level water is sucked into the outer pipe 10, and part of it is sucked into the lower part of the cline b through the water supply and drainage port 11, and the remaining low-level water and the cline b, which is sucked in from the water supply and drainage port 11, is absorbed into the outer pipe 10.
Water from the lower part can be pumped up to the surface layer a.
Therefore, the lower layer C and the surface layer A can be simultaneously and individually stirred and aerated without destroying the cline layer B.
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酸素溶解量
の増加により溶存酸素豊富な表層水を低層に送つ
て低層水と混合曝気させ、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
を上昇させる逆U字水封路を設けることにより低
層水の一部を躍層下部に上昇せしめ、残りの低層
水と躍層下部から吸い込まれた水を表層に上昇せ
しめ水面上で曝気せしめることができるため、躍
層を破壊しないで低層部と表層部を同時に個別に
撹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。
According to the purification device of the present invention as described above, surface water rich in dissolved oxygen is sent to the lower layer and mixed with the lower layer water and aerated by increasing the amount of dissolved oxygen due to the air supply by the water supply device and the increase in water pressure. In addition to eliminating the shortage, by providing an inverted U-shaped water seal that intermittently raises bullet-shaped bubbles, a portion of the low-level water rises to the lower part of the cline, and the remaining low-level water and the lower part of the cline are released. The sucked water can be made to rise to the surface layer and aerated above the water surface, so the lower layer and surface layer can be stirred and aerated separately at the same time without destroying the cline, which has the excellent effect of making it possible to maintain the ecology. have.
第1図は本発明の構成を示す説明図、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、1,10は外管、2,20は内管、3,
30は空気室、4,40は水封管、5,50は送
水装置、1a,11は給排水口、4a,41は逆
U字水封路、100は水面、101は湖底を各示
す。
FIG. 1 is an explanatory diagram showing the configuration 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 and 10 are outer tubes, 2 and 20 are inner tubes, 3,
30 is an air chamber, 4 and 40 are water seal tubes, 5 and 50 are water supply devices, 1a and 11 are water supply and drainage ports, 4a and 41 are inverted U-shaped water seals, 100 is a water surface, and 101 is a lake bottom.
Claims (1)
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。1. An outer pipe that is vertically placed underwater with its upper and lower ends open and has a water supply and drainage port in the middle, an inner pipe that is inserted into the outer pipe and has its upper end closed and its lower end open, and the lower side of the outer pipe. an air chamber that is provided to cover the outer tube and has its upper end fixed to the outer periphery of the outer tube, and a lower end wall of the inner tube is provided in the air chamber so as to enclose the lower end of the outer tube while increasing its diameter, It has a water seal pipe that forms an inverted U-shaped water seal path by partitioning between the air chamber and the outer periphery of the lower part of the outer pipe, and a water supply device that mixes surface water and air and transports the mixed water from above inside the inner pipe. A closed water purification device featuring:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59179216A JPS6157298A (en) | 1984-08-30 | 1984-08-30 | Closed water purification device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59179216A JPS6157298A (en) | 1984-08-30 | 1984-08-30 | Closed water purification device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6157298A JPS6157298A (en) | 1986-03-24 |
| JPS6339317B2 true 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 | Closed water purification device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6157298A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2301775B (en) * | 1995-06-07 | 1999-08-04 | Howard Foundation | Treatment of age-related macular degeneration with carotenoids |
| JP4769325B1 (en) * | 2010-03-23 | 2011-09-07 | 悟 高森 | Water quality improvement device for dam lakes, rivers or lakes |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5870895A (en) * | 1981-10-26 | 1983-04-27 | Hisao Makino | Method and apparatus for multistage purification |
-
1984
- 1984-08-30 JP JP59179216A patent/JPS6157298A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6157298A (en) | 1986-03-24 |
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