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JPH0759320B2 - Device for improving dissolved oxygen content in large amounts of water - Google Patents
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JPH0759320B2 - Device for improving dissolved oxygen content in large amounts of water - Google Patents

Device for improving dissolved oxygen content in large amounts of water

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Publication number
JPH0759320B2
JPH0759320B2 JP25761788A JP25761788A JPH0759320B2 JP H0759320 B2 JPH0759320 B2 JP H0759320B2 JP 25761788 A JP25761788 A JP 25761788A JP 25761788 A JP25761788 A JP 25761788A JP H0759320 B2 JPH0759320 B2 JP H0759320B2
Authority
JP
Japan
Prior art keywords
water
oxygen
air
dissolved oxygen
high oxygen
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
JP25761788A
Other languages
Japanese (ja)
Other versions
JPH02102797A (en
Inventor
貞男 小島
正彦 牧野
Original Assignee
海洋工業株式会社
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 海洋工業株式会社 filed Critical 海洋工業株式会社
Priority to JP25761788A priority Critical patent/JPH0759320B2/en
Priority to EP19890310538 priority patent/EP0366317B1/en
Priority to DE8989310538T priority patent/DE68902622T2/en
Priority to ES89310538T priority patent/ES2035575T3/en
Publication of JPH02102797A publication Critical patent/JPH02102797A/en
Publication of JPH0759320B2 publication Critical patent/JPH0759320B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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

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  • 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、主として閉鎖水域における低酸素の水又は
無酸素の水を高酸素水の供給及び上下流動によって所定
の溶存酸素量の水に改善することを目的とした大量水の
酸素量改善装置に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention mainly improves low-oxygen water or oxygen-free water in a closed water area to water having a predetermined dissolved oxygen content by supplying high oxygen water and vertical flow. The present invention relates to a device for improving the oxygen content of large amounts of water.

(従来の技術) 従来、比較的温暖地域においては、大量水の溶存酸素量
を向上させる目的で間欠空気揚水装置が使用され、各地
で顕著な効果をあげている。
(Prior Art) Conventionally, in a relatively warm region, an intermittent air pumping device has been used for the purpose of improving the dissolved oxygen amount of a large amount of water, and a remarkable effect is obtained in various places.

(発明により解決すべき課題) 然し乍ら、亜熱帯又は熱帯、その他気象条件によって、
主として閉鎖水域における飽和溶存酸素量が少ない湖沼
・河川・ダム等においては(例えば水面より30cm〜1m位
の厚さで飽和溶存酸素層が形成されている所)、前記間
欠空気揚水装置のみで所期の目的を達成し得ない場合が
ある。即ち、間欠空気揚水装置は、水底の無酸素水又は
低酸素水を水面に持ち上げて拡散させ水面の飽和溶存酸
素水を水底側へ下降させることにより水底の無酸素水又
は低酸素水を改善しようとしたものであるが、水面付近
の飽和溶存酸素層が比較的薄い場合には、全体として低
酸素水が流動するのみで溶存酸素量の急速な改善を困難
にする問題点があった。
(Problems to be solved by the invention) However, depending on the subtropical or tropical climate and other weather conditions,
Mainly in lakes, rivers, dams, etc. where the amount of saturated dissolved oxygen is small in closed water areas (for example, where a saturated dissolved oxygen layer is formed with a thickness of about 30 cm to 1 m from the water surface), only with the intermittent air pumping device. In some cases, the purpose of the period cannot be achieved. That is, the intermittent air pumping device improves oxygen-free or low-oxygen water at the bottom by raising oxygen-free or low-oxygen water at the bottom of the water and diffusing the saturated dissolved oxygen water at the surface to the bottom. However, when the saturated dissolved oxygen layer near the water surface is relatively thin, there is a problem that only low oxygen water flows as a whole, which makes rapid improvement of the dissolved oxygen amount difficult.

特に無酸素水が大量に流入するような環境においては、
流入地域の閉鎖水域ではその改善が一層むつかしかっ
た。
Especially in an environment where a large amount of oxygen-free water flows in,
The improvement was even more difficult in closed water areas in the inflow area.

(課題を解決する為の手段) 然るにこの発明は高酸素水を積極的に生成して、これを
流入水又は無酸素層内又は低酸素層内に混入し、更に水
底付近の無酸素水、又は低酸素水を水面に持ち上げて撹
拌混合することにより、前記従来の問題点を悉く解決し
たのである。
(Means for Solving the Problem) Therefore, the present invention positively generates high oxygen water, mixes this with inflow water or an oxygen-free layer or a low oxygen layer, and further oxygen-free water near the bottom of the water, Alternatively, the low-oxygen water is lifted to the surface of the water and mixed by stirring to solve the above-mentioned conventional problems.

即ちこの発明は、河川又は閉鎖水域の水底側へ取水管を
敷設し、該取水管の基端を高酸素水生成装置の給水側に
連結し、前記高酸素水生成装置の処理水の散水管を無酸
素の水底に敷設し、前記閉鎖水域には水を上下循環対流
させる間欠空気揚水装置を設置しことを特徴とする大量
水の溶存酸素量改善装置である。また高酸素水生成装置
は、窒素吸着剤を充填した生成塔の一側に空気供給口を
設け、他側に高酸素空気取り出し口を設け、該取り出し
口を水処理槽に連結したものである。
That is, the present invention is to install a water intake pipe on the water bottom side of a river or a closed water area, connect the base end of the water intake pipe to the water supply side of the high oxygen water generator, and sprinkle the treated water of the high oxygen water generator. Is laid on an oxygen-free water bottom, and an intermittent air pumping device for vertically circulating convection of water is installed in the closed water area. Further, the high oxygen water production apparatus is one in which an air supply port is provided on one side of a production tower filled with a nitrogen adsorbent and a high oxygen air outlet is provided on the other side, and the outlet is connected to a water treatment tank. .

前記において、高酸素水は、低酸素の水又は無酸素の水
の中へ高酸素の空気(酸素約80%)を吹き込んで生成す
ることを特徴としたものである。また、不連続に上下に
流動させる為に、原動装置として間欠空気揚水装置を用
いたことを特徴とするものである。更に、この装置の発
明は主流入側に配置する散水装置と、高酸素水生成装置
と、低酸素水の取水装置と、間欠空気揚水装置とを結合
させたことを特徴とする大量水の酸素量改善装置であ
る。前記高酸素水生成装置は、窒素吸着剤(例えばゼオ
ライト)を充填した生成塔の一側に空気供給口を設け、
他側に高酸素空気取り出し口を設け、これを処理水槽に
連結したものである。
In the above description, the high oxygen water is characterized in that high oxygen air (oxygen approximately 80%) is blown into low oxygen water or oxygen free water. Further, an intermittent air pumping device is used as a prime mover in order to discontinuously flow up and down. Further, the invention of this device is characterized in that a sprinkler device arranged on the main inflow side, a high oxygen water generation device, a low oxygen water intake device, and an intermittent air pumping device are combined together, and oxygen of a large amount of water is combined. It is a quantity improvement device. The high oxygen water generator is provided with an air supply port on one side of a generation tower filled with a nitrogen adsorbent (for example, zeolite),
A high oxygen air outlet is provided on the other side and is connected to a treated water tank.

前記のように、空気中の窒素を吸着することによって、
高酸素空気を生成し、この空気を無酸素水又は低酸素水
に吹き込んで高酸素水を生成し、この高酸素水を湖沼等
の適宜場所へ供給拡散すると共に、湖沼等を間欠空気揚
水装置で上下に撹拌流動させたので、比較的容易に湖沼
等の溶存酸素量の改善することができる。前記処理を経
た湖沼等は、例えば5mg/位の酸素を含有するものとす
る。また、高酸素空気とは、例えば酸素を80%位含有し
た空気であり、窒素吸収剤は各種ゼオライトとしたもの
である。
As described above, by adsorbing nitrogen in the air,
Generates high-oxygen air, blows this air into oxygen-free water or low-oxygen water to generate high-oxygen water, supplies and diffuses this high-oxygen water to an appropriate place such as a lake, and also intermittently pumps the lake. Since it is stirred and fluidized up and down with, the amount of dissolved oxygen in lakes and marshes can be improved relatively easily. Lakes and the like that have undergone the above treatment contain, for example, 5 mg / position of oxygen. The high oxygen air is, for example, air containing about 80% oxygen, and the nitrogen absorbent is various zeolites.

この発明は、主として亜熱帯又は熱帯における湖沼等の
の如く、比較的水面における高酸素水層の薄い場所に適
用して有効である。例えばアマゾン河周辺における湖沼
において、深さ100m、水量5億トンの湖における水面の
高酸素水層は、深さ30cm〜1m位であって、無酸素水層が
圧倒的に多い為に、間欠空気揚水装置のみでは溶存酸素
量の改善は不可能に近い。然し乍らこの発明によれば、
比較的容易に全湖沼に亘り溶存酸素量を増大(例えば5m
g/位)させることができる。
The present invention is effective when applied to a place where a high oxygen water layer is relatively thin on the water surface, such as a lake in a subtropical zone or a tropical zone. For example, in lakes around the Amazon River, the high oxygen water layer on the surface of a lake with a depth of 100 m and a water volume of 500 million tons is about 30 cm to 1 m, and the oxygen free layer is overwhelmingly intermittent. It is almost impossible to improve the amount of dissolved oxygen only by using an air pump. However, according to the present invention,
It is relatively easy to increase the amount of dissolved oxygen over the whole lake (for example, 5m
g / position).

(作用) この発明によれば、低酸素水又は無酸素水中へ高酸素空
気を吹き込んで高酸素水とし、これを低酸素水又は無酸
素水中へ拡散させるので、低酸素水の溶存酸素量が急速
に増大する。一方、水底側の水(低酸素水、無酸素水、
前記により一部改善された水)を水面に揚水し、水面の
溶存酸素量の多い水と撹拌した後、拡散するので、全閉
鎖水域の水の溶存酸素量を確実に増大させることができ
る。
(Operation) According to the present invention, high-oxygen air is blown into low-oxygen water or oxygen-free water to form high-oxygen water, and this is diffused into low-oxygen water or oxygen-free water. Increase rapidly. On the other hand, water on the bottom side (low oxygen water, oxygen-free water,
The water (partially improved by the above) is pumped to the water surface, stirred with water having a large dissolved oxygen content on the water surface, and then diffused, so that the dissolved oxygen content of the water in the entire closed water region can be reliably increased.

(実施例1) 次にこの発明を第1図乃至第3図の実施例について説明
する。
(Embodiment 1) Next, the present invention will be described with reference to the embodiments shown in FIGS. 1 to 3.

湖1の無酸素水を取水管2からポンプ3で汲み上げ、水
処理槽4に供給する。一方、ポンプ5により空気を空気
処理槽6へ供給し、空気処理槽6で取入れた空気から窒
素を吸着して高酸素空気(例えば80%酸素)とし、この
高酸素空気を水処理槽4へ矢示33のように圧入する。水
処理槽4内では通常の要領により水滴と高酸素空気とを
接触させることにより空気中の酸素を溶解して急速に高
酸素水(例えば酸素40mg/)とする。残余の空気は再
びポンプ5の吸入側へ送る。この高酸素水をポンプ7で
矢示8のように散水管9に圧送して、散水管9から散水
すれば、矢示10のように流れ込む低酸素の流入水に急速
に混合する。例えば平均0.5mg/の酸素含有量で流入す
る水量を毎秒80トンとすれば、前記散水管9から毎秒10
トンの高酸素水を散水することにより、全流入水の酸素
量をほぼ5mg/とすることができる。このような流入水
は通常、矢示11、12のように水底に沿って湖の中心部に
達する。そこで多数の揚水装置13、13a、13bを三列に千
鳥上に配列し、夫々稼働すれば、各揚水装置を中心とし
て上下対流が生起し、前記流入水、水面の酸素飽和水及
び中間の無酸素水又は低酸素水を混合して全体を所定酸
素濃度の水とすることができる。
Oxygen-free water in the lake 1 is pumped from the water pipe 2 by the pump 3 and supplied to the water treatment tank 4. On the other hand, air is supplied to the air treatment tank 6 by the pump 5, nitrogen is adsorbed from the air taken in the air treatment tank 6 into high oxygen air (for example, 80% oxygen), and this high oxygen air is fed to the water treatment tank 4. Press in as indicated by arrow 33. In the water treatment tank 4, the oxygen in the air is dissolved by bringing the water droplets into contact with the high oxygen air in the usual manner to rapidly form high oxygen water (for example, 40 mg / oxygen). The remaining air is sent to the suction side of the pump 5 again. If this high oxygen water is pumped by the pump 7 to the sprinkler pipe 9 as shown by the arrow 8 and sprinkled from the sprinkler pipe 9, it is rapidly mixed with the low oxygen inflow water flowing in as shown by the arrow 10. For example, assuming that the amount of water flowing in with an oxygen content of 0.5 mg / average is 80 tons per second, 10 times per second from the sprinkling pipe 9
By sparging tons of high oxygen water, the oxygen content of the total inflow water can be made approximately 5 mg /. Such influents usually reach the center of the lake along the bottom of the water, as shown by arrows 11 and 12. Therefore, a large number of pumping devices 13, 13a, 13b are arranged in three rows in a zigzag pattern, and when each pump is operated, vertical convection occurs around each pumping device, and the inflow water, oxygen-saturated water on the water surface and intermediate It is possible to mix oxygen water or low oxygen water to obtain water having a predetermined oxygen concentration.

前記における揚水装置は、第3図々示のように揚水筒1
4、空気室15、浮室16、固定具17(例えば錨)よりなる
ものである。揚水筒14は多数本の集合筒(2本乃至十数
本)とするが、便宜上図面は一本とした。例えば直径70
cmの筒体を4本束ねた場合に、断面積1.5m2の揚水筒14
となるが、この揚水筒14内を毎秒1.5mで揚水すれば、1
日約20万トン揚水されることとなる。そこでこのような
揚水筒を30本設置すれば、1日約600万トンの揚水がで
きることになり、80日間で全水量(例えば5億トン)の
揚水を完了することになる。実施に際しては揚水はほぼ
10倍の水と混入するものと認められるので、揚水量は前
記より少なくてよいことになる。
The pumping device in the above is shown in FIG.
4, an air chamber 15, a floating chamber 16, and a fixture 17 (for example, an anchor). The pumping cylinder 14 is composed of a large number of collecting cylinders (2 to a dozen or more), but for the sake of convenience, the drawing is one. For example diameter 70
A pumping cylinder with a cross-sectional area of 1.5 m 2 when 4 cylinders of cm are bundled.
However, if pumping water in the pumping cylinder 14 at 1.5 m / s,
About 200,000 tons will be pumped a day. Therefore, if 30 such pumps are installed, about 6 million tons of water can be pumped per day, and the total amount of water (for example, 500 million tons) can be pumped in 80 days. Pumping is almost
Since it is recognized that it mixes with 10 times the amount of water, the pumping amount may be smaller than the above.

前記揚水装置は、第3図々示のように、ホース18から加
圧空気を空気室15へ矢示19のように圧入し、空気室の水
位20を逐次下降させ、その水位が連通孔21に達した時
に、空気室15内の空気が連通孔21、21a、21bを矢示22、
23のように通過して揚水筒14内へ入り、空気弾24となっ
て上昇する。そこで揚水筒14内の水は空気弾24の上昇に
伴って押し上げ、又は吸い上げられるので、揚水筒14の
下端から付近の水も矢示25のように吸い上げられて水面
に揚水される。このようにして水面に達した水は、揚水
筒14の上端と水面との間の水と急速に混合する。例えば
揚水は揚水筒の中央部が高速で周縁部程減速される為
に、中央部より周縁部に向って恰も巻き込むような外力
(矢示31、32)を受けつつ水中を上昇するので(第4
図)、付近の水と急速に混合するのである。
As shown in FIG. 3, the pumping device pressurizes the pressurized air from the hose 18 into the air chamber 15 as indicated by the arrow 19 to sequentially lower the water level 20 of the air chamber, and the water level of the communication hole 21. When the temperature reaches, the air in the air chamber 15 indicates the communication holes 21, 21a, 21b by the arrow 22,
It passes like 23 and enters the pumping cylinder 14, and rises as an air bullet 24. Therefore, the water in the pumping cylinder 14 is pushed up or sucked up as the air bullet 24 rises, so that the water in the vicinity from the lower end of the pumping cylinder 14 is also sucked up as indicated by the arrow 25 and pumped to the water surface. The water reaching the water surface in this way rapidly mixes with the water between the upper end of the pumping cylinder 14 and the water surface. For example, in pumping, the central part of the pumping cylinder is decelerated at a higher speed toward the peripheral part, so it rises in the water while receiving an external force (arrows 31 and 32) from the central part toward the peripheral part. Four
(Fig.), It mixes rapidly with nearby water.

水底側の水と、水面付近の水とは比重差があるけれど
も、前記のような急速な混合によって比重差が小さくな
るので、前記混合水は急速には沈降することなく拡散
し、往々数百m乃至数千mに達することがある。但し、
前記のように揚水装置を100m間隔に千鳥に配置すれば、
拡散距離は揚水筒の相互間隔の1/2程度となる(相互干
渉による)。そこで第1図々示の矢示26、27のような上
下方向の対流を生じることになる。
Although there is a difference in specific gravity between the water on the bottom of the water and the water near the surface of the water, the difference in specific gravity becomes small due to the rapid mixing as described above, so the mixed water diffuses rapidly without settling, and is often several hundreds. It can reach m to several thousand m. However,
If the pumping equipment is arranged in a zigzag at 100 m intervals as described above,
The diffusion distance is about 1/2 of the mutual spacing of pumping cylinders (due to mutual interference). Therefore, vertical convection as shown by arrows 26 and 27 in FIGS.

(実施例2) 実施例1は、高酸素水を流入水に混合して湖底に運び込
み、これを上下撹拌して全量の水の溶存酸素量を増大さ
せたのである。これに対し、第2図の実施例は高酸素水
を湖底に放出し、これを揚水装置によって上下対流さ
せ、全量の水の溶存酸素量を増大させようとしたもので
ある。
(Example 2) In Example 1, high-oxygen water was mixed with the inflow water and carried to the bottom of the lake, and this was stirred up and down to increase the dissolved oxygen content of the total amount of water. On the other hand, in the embodiment shown in FIG. 2, high oxygen water is discharged to the bottom of the lake, and this is vertically convected by a pumping device to increase the dissolved oxygen content of the entire water.

即ち、湖1の水底に取水管26と散水管30とを敷設し、取
水管26より取り入れた無酸素水はポンプ29で水処理槽28
に送られる。
That is, an intake pipe 26 and a sprinkler pipe 30 are laid on the bottom of the lake 1, and the oxygen-free water taken from the intake pipe 26 is pumped by the pump 29 into the water treatment tank 28.
Sent to.

水処理槽28には、高酸素空気(酸素80%位)が送り込ま
れ、無酸素水を40mg/の溶存酸素量の高酸素水に変化
させる。そこでこの高酸素水をポンプ34により散水管30
より再び湖底に戻す。一方、揚水装置は前記と同様に水
を上下に対流させる為に効率よく撹拌され、溶存酸素量
が平均化される。
High oxygen air (oxygen 80% or so) is fed into the water treatment tank 28, and the oxygen-free water is changed into high oxygen water having a dissolved oxygen amount of 40 mg /. Therefore, this high oxygen water is sprayed by the pump 34 to the sprinkler pipe 30.
More back to the bottom of the lake. On the other hand, the pumping device is efficiently stirred in order to convect the water up and down, and the dissolved oxygen amount is averaged, as in the above.

(発明の効果) 即ちこの発明によれば、湖底等の無酸素水又は低酸素水
を高酸素水とし、この高酸素水を湖底等に導き、これを
上下対流させると共に、撹拌させるので、無酸素水又は
低酸素水が急速かつ効率よく有酸素水、高酸素水となり
魚類等の棲息が可能になると共に、水底好気性微生物が
繁殖して有機物を分解し、有害ガスの発生及び栄養源の
溶出を防止し得る効果がある。このようにして湖底の有
機物の分解が終了すると、酸素消費量が激減するので、
一定期間経過後は、酸素水の供給量を低減することがで
きる。
(Effect of the invention) That is, according to the present invention, oxygen-free water or low-oxygen water such as the bottom of the lake is made into high-oxygen water, and this high-oxygen water is guided to the bottom of the lake, and is convected vertically and agitated. Oxygenated water or low oxygenated water becomes aerobic and high oxygenated water rapidly and efficiently to enable fish and other animals to live, while bottom-water aerobic microorganisms propagate to decompose organic matter, generate harmful gases and serve as a nutrient source. It has the effect of preventing elution. When the decomposition of organic matter on the bottom of the lake is completed in this way, oxygen consumption will decrease sharply,
After a certain period of time, the supply amount of oxygen water can be reduced.

また、緑藻等が繁殖すれば、これによる酸素の供給も考
えられ、爾後は揚水装置のみの稼働によって必要な溶存
酸素量を確保することができる。
Further, if green algae or the like propagate, it is possible that oxygen is supplied by this, and after that, the required amount of dissolved oxygen can be secured by operating only the pumping device.

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

第1図はこの発明の実施例の正面図、第2図は同じく平
面図、第3図は同じく揚水装置の拡大断面図、第4図は
同じく揚水の状態を示す説明図、第5図は同じく他の実
施例の正面図、第6図は同じく平面図である。 1……湖、2……取水管 3……ポンプ、4……水処理槽 5、7……ポンプ、6……空気処理槽 9……散水管 13、13a、13b……揚水装置 14……揚水筒、15……空気室 16……・浮室、17……固定具
FIG. 1 is a front view of an embodiment of the present invention, FIG. 2 is a plan view of the same, FIG. 3 is an enlarged cross-sectional view of a pumping system, FIG. 4 is an explanatory view showing a state of pumping, and FIG. Similarly, a front view of another embodiment and FIG. 6 are plan views of the same. 1 ... Lake, 2 ... Intake pipe 3 ... Pump, 4 ... Water treatment tank 5,7 ... Pump, 6 ... Air treatment tank 9 ... Sprinkling pipe 13, 13a, 13b ... Water pumping device 14 ... … Pumping cylinder, 15 …… Air chamber 16 …… ・ Floating chamber, 17 …… Fixing device

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】河川又は閉鎖水域の水底側へ取水管を敷設
し、該取水管の基端を高酸素水生成装置の給水側に連結
し、前記高酸素水生成装置の処理水の散水管を無酸素の
水底に敷設し、前記閉鎖水域には水を上下循環対流させ
る間欠空気揚水装置を設置したことを特徴とする大量水
の溶存酸素量改善装置。
1. A water intake pipe is laid on the water bottom side of a river or a closed water area, and the base end of the water intake pipe is connected to the water supply side of the high oxygen water generator, and a sprinkling pipe for treated water of the high oxygen water generator. Is laid on an oxygen-free water bottom, and an intermittent air pumping device for vertically circulating and convection water is installed in the closed water area.
【請求項2】高酸素水生成装置は、窒素吸着剤を充填し
た生成塔の一側に空気供給口を設け、他側に高酸素空気
取り出し口を設け、該取り出し口を水処理槽に連結した
請求項1記載の大量水の溶存酸素量改善装置。
2. A high oxygen water generator is provided with an air supply port on one side of a generation tower filled with a nitrogen adsorbent and a high oxygen air outlet on the other side, and the outlet is connected to a water treatment tank. The dissolved oxygen content improving apparatus according to claim 1, wherein the dissolved oxygen content is improved.
JP25761788A 1988-10-13 1988-10-13 Device for improving dissolved oxygen content in large amounts of water Expired - Lifetime JPH0759320B2 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
JP25761788A JPH0759320B2 (en) 1988-10-13 1988-10-13 Device for improving dissolved oxygen content in large amounts of water
EP19890310538 EP0366317B1 (en) 1988-10-13 1989-10-13 Method and apparatus for improving the quality of a large amount of water
DE8989310538T DE68902622T2 (en) 1988-10-13 1989-10-13 METHOD AND DEVICE FOR THE QUALITY MODIFICATION OF A LARGE QUANTITY OF WATER.
ES89310538T ES2035575T3 (en) 1988-10-13 1989-10-13 METHOD AND APPARATUS TO IMPROVE THE QUALITY OF LARGE AMOUNTS OF WATER.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25761788A JPH0759320B2 (en) 1988-10-13 1988-10-13 Device for improving dissolved oxygen content in large amounts of water

Publications (2)

Publication Number Publication Date
JPH02102797A JPH02102797A (en) 1990-04-16
JPH0759320B2 true JPH0759320B2 (en) 1995-06-28

Family

ID=17308747

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25761788A Expired - Lifetime JPH0759320B2 (en) 1988-10-13 1988-10-13 Device for improving dissolved oxygen content in large amounts of water

Country Status (1)

Country Link
JP (1) JPH0759320B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2540536Y2 (en) * 1993-03-08 1997-07-09 株式会社丸島アクアシステム Water quality preservation equipment such as reservoirs
JP2016158616A (en) * 2015-03-02 2016-09-05 昇 田中 Red tide countermeasure device

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59135197U (en) * 1983-02-24 1984-09-10 斉藤 晃四郎 Intermittent air pumping device for shallow water
US4664680A (en) * 1986-04-07 1987-05-12 Atec Inc. Method and system for enriching oxygen content of water
JPS63171699A (en) * 1987-01-07 1988-07-15 Shin Meiwa Ind Co Ltd Aeration system for pond or the like

Also Published As

Publication number Publication date
JPH02102797A (en) 1990-04-16

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