JPH03109997A - Method and device for improving dissolved oxygen content of massive water - Google Patents

Method and device for improving dissolved oxygen content of massive water

Info

Publication number
JPH03109997A
JPH03109997A JP1248522A JP24852289A JPH03109997A JP H03109997 A JPH03109997 A JP H03109997A JP 1248522 A JP1248522 A JP 1248522A JP 24852289 A JP24852289 A JP 24852289A JP H03109997 A JPH03109997 A JP H03109997A
Authority
JP
Japan
Prior art keywords
water
air
oxygen
pumping
pumped
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
JP1248522A
Other languages
Japanese (ja)
Other versions
JPH0710398B2 (en
Inventor
Masahiko Makino
正彦 牧野
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.)
Kaiyo Kogyo KK
Original Assignee
Kaiyo Kogyo KK
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 Kaiyo Kogyo KK filed Critical Kaiyo Kogyo KK
Priority to JP1248522A priority Critical patent/JPH0710398B2/en
Priority to ES89310538T priority patent/ES2035575T3/en
Priority to EP19890310538 priority patent/EP0366317B1/en
Priority to DE1989602622 priority patent/DE68902622T2/en
Priority to FI900048A priority patent/FI900048A/en
Priority to CA 2007615 priority patent/CA2007615A1/en
Priority to DK28490A priority patent/DK28490A/en
Priority to SE9001291A priority patent/SE9001291L/en
Priority to MYPI90001207A priority patent/MY107247A/en
Publication of JPH03109997A publication Critical patent/JPH03109997A/en
Priority to US07/782,381 priority patent/US5227056A/en
Priority to US07/798,838 priority patent/US5256309A/en
Publication of JPH0710398B2 publication Critical patent/JPH0710398B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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)

Abstract

PURPOSE:To rapidly increase the dissolved oxygen content by supplying previously produced high-oxygen water into the pumped water by an intermittent air pumping device and diffusing the high-oxygen water into treated water as the pumped water diffuses. CONSTITUTION:The water in the water basin to be treated is pumped up by a pump 3 from an intake pipe 2 and supplied to a water treating tank 4. Meanwhile, air is supplied to an air treating tank 6 by a pump 5, and nitrogen is adsorbed from the introduced air to obtain high-oxygen air which is compressed and supplied to the tank 4 from the treating tank 6 through an air pipe 7 as shown by the arrow 8. The air is sucked from the suction pipe 1 of the pump 5 and also introduced from the vent pipe 9 of the tank 4. The water droplets are brought into contact with the high-oxygen air in the tank 4 in the conventional manner to dissolve the oxygen in the high-oxygen air, the high-oxygen contg. water is produced rapidly and high-oxygen contg. water is forced into the lower part of the intermittent air-lift device 12 by a pipe 10 as shown by the arrow 11 and mixed with the pumped water, and the dissolved oxygen content of the pumped water is improved.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、高酸素水を間欠空気揚水装置の揚水中に供
給し、揚水の拡散に伴って、前記高酸素水を拡散させ、
溶存酸素量を改善することを目的とした大量水における
溶存酸素量の改善方法及び装置に関する。
Detailed Description of the Invention (Industrial Application Field) This invention supplies high oxygen water to the pumped water of an intermittent air pumping device, and diffuses the high oxygen water as the pumped water spreads.
The present invention relates to a method and apparatus for improving the amount of dissolved oxygen in a large amount of water for the purpose of improving the amount of dissolved oxygen.

(従来の技術) 従来、大量水の溶存酸素量を改善する為に間欠空気揚水
装置が用いられており、比較的浅い水域(例えば水深5
0m以下)では効力を揚げており、水量50万l・ン乃
至100万トンに直径50cmの揚水筒を有する間欠空
気揚水装置を設置により、溶存酸素量の改善ができた。
(Prior Art) Conventionally, an intermittent air pumping device has been used to improve the amount of dissolved oxygen in large volumes of water.
By installing an intermittent air pumping device with a pumping tube 50cm in diameter for a water volume of 500,000 liters to 1,000,000 tons, the amount of dissolved oxygen was improved.

(発明により解決すべき課題) 然るに、比較的高温地方(例えば熱帯又は亜熱帯)であ
って、水面にできる飽和酸素水層の薄い水域、又は水深
が大きく (例えば50+n以上)、深層が無酸素状に
なっている水域においては、間欠空気揚水装置を設置し
たのめては、酸素不足を解消することが困難な場合があ
る。特に水底が兼気状態になって多量の有機物か沈澱し
ている場合に、これを好気性微生物の繁殖で分解するに
は、多量の酸素を必要とするので、間欠空気揚水装置に
よる酸素供給のみては不十分の場合があるなどの問題点
があった。
(Problem to be Solved by the Invention) However, in relatively high temperature regions (e.g. tropical or subtropical areas), water areas with a thin saturated oxygen water layer formed on the water surface, or water depths that are large (e.g. 50+n or more) and the deep layer is anoxic. In areas where water levels are low, it may be difficult to resolve oxygen shortages even with the installation of intermittent air pumping equipment. In particular, when the bottom of the water is in an aerobic state with a large amount of organic matter or sediment, a large amount of oxygen is required to decompose it through the growth of aerobic microorganisms. There were some problems, such as the fact that there were cases where it was not enough.

(課題を解決する為の手段) 然るにこの発明は、予め生成した高酸素水(過飽和酸素
水)を間欠空気揚水装置の揚水筒に供給することにより
、可及的速かに高濃度酸素水を処理水域内へ台効に拡散
させて、急速に溶存酸素量を増大させることに成功した
のである。
(Means for Solving the Problems) However, the present invention provides highly concentrated oxygen water as quickly as possible by supplying pre-generated high oxygen water (supersaturated oxygen water) to the pump cylinder of an intermittent air pumping device. They succeeded in rapidly increasing the amount of dissolved oxygen by effectively diffusing it into the treated water area.

即ちこの発明の方法は、予め生産した高酸素水を間欠空
気揚水装置の揚水中に(」1、給し、揚水の拡散に伴っ
て前記高酸素水を処理水域に拡散させることを特徴とし
た大量水における溶存酸素量改善方法である。
That is, the method of the present invention is characterized in that pre-produced high-oxygen water is supplied into the pumping water of an intermittent air pumping device (1), and the high-oxygen water is diffused into the treated water area as the pumped water spreads. This is a method for improving the amount of dissolved oxygen in large amounts of water.

また、間欠空気揚水装置は、二段揚水筒にあっては、」
;部揚水筒及び下部揚水筒、或いは何れか一方としたも
のである。次に、高酸素水は、処理水域から採取した水
に、高酸素空気を供給して生成することとしたものであ
る。
In addition, if the intermittent air pumping device is a two-stage pumping cylinder,
; A partial water pump and a lower water pipe, or either one of them. Next, high-oxygen water is produced by supplying high-oxygen air to water collected from a treated water area.

またこの発明の装置は、取水手段を連結した高酸素水生
成装置に高酸素水供給装置を連結し、該高酸素水供給装
置の送水手段を間欠空気揚水装置の揚水筒に結合させた
ことを特徴とする大量水の溶存酸素量改善装置である。
Furthermore, the device of the present invention is characterized in that a high oxygen water supply device is connected to a high oxygen water generation device connected to a water intake means, and the water supply means of the high oxygen water supply device is connected to a water pumping cylinder of an intermittent air pumping device. This is a device for improving the amount of dissolved oxygen in large amounts of water.

また、取水手段は、ポンプに吸水管と吐出管を連結した
ものである。次に、送水手段は、ポンプと送水管とした
ものである。更に、間欠空気揚水装置は、η1筒装置、
複筒装置又は二段装置としたものである。
Further, the water intake means is a pump in which a water intake pipe and a discharge pipe are connected. Next, the water supply means is a pump and a water pipe. Furthermore, the intermittent air pumping device is a η1 cylinder device,
It is a dual-tube device or a two-stage device.

前記における間欠空気揚水装置の揚水筒は直径30cm
乃至80cm位であり、長さは5rn乃至50m位であ
る。また、複数本の揚水筒を結束して用い、実用」二直
径1m〜3m位の揚水筒を用いた場合と同様の効果を期
待することもできる。更に、揚水筒を上下二段にして用
い、下部揚水筒は深水層の循環に用い、上部揚水筒は浅
水層の循環に用いるように上下二段にすることができる
。また、高酸素水を下部揚水筒のみに供給し、又は上下
部揚水筒に夫々供給することもできる。
The pumping cylinder of the intermittent air pumping device in the above has a diameter of 30 cm.
It is about 80 cm to 80 cm, and the length is about 5 m to 50 m. Furthermore, by using a plurality of water pumps in a bundle, it is possible to expect the same effect as when using water pipes with a diameter of about 1 m to 3 m in practical use. Furthermore, the water pump can be arranged in two stages, upper and lower, so that the lower water tank is used for circulation in the deep water layer and the upper water tank is used in the circulation of the shallow water layer. Further, the high oxygen water can be supplied only to the lower water pump, or can be supplied to the upper and lower water pipes respectively.

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(酸素量6096〜90%)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、原動力用装置として間欠
空気揚水装置を用いたことを特徴とするものである。
In the above, the high oxygen water is characterized in that it is produced by blowing high oxygen air (oxygen content 6096 to 90%) into low oxygen water or anoxic water. Further, in order to cause the fluid to flow up and down discontinuously, an intermittent air pumping device is used as the driving force device.

この発明の前記高酸素水生成装置は、窒素吸着剤(例え
ばセオライl−)を充填した生成基の一側に空気供給口
を設け、他側に高酸素空気取りj4」シロを設け、これ
を処理水槽に連結したものである。
The high oxygen water generation device of the present invention is provided with an air supply port on one side of the production base filled with a nitrogen adsorbent (for example, Ceolite l-), and a high oxygen air intake on the other side. It is connected to the treatment 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
の適宜場所に設置した揚水筒へ供給して拡散すると共に
、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を改善することが
できる。
As mentioned above, by adsorbing nitrogen in the air,
Generate high-oxygen air, blow this air into anoxic water or low-oxygen water to generate high-oxygen water, supply this high-oxygen water to water pumps installed at appropriate locations such as lakes and marshes, and diffuse it. Since lakes and marshes are agitated and flowed up and down using an intermittent air pumping device, it is possible to improve the amount of dissolved oxygen in lakes and marshes relatively easily.

前記処理を経た湖沼等は、例えば5 mg / 9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。
It is assumed that the lakes and marshes that have undergone the above treatment contain, for example, 5 mg/9 of oxygen. Further, high oxygen air is air containing, for example, about 80% oxygen, and the nitrogen absorbent is one made of various zeolites.

(作  用) この発明は高酸素水を間欠空気揚水装置の揚水中に供給
するので、高酸素水は揚水の拡散に伴って拡散する。従
って二段揚水装置の下部揚水筒のみに高酸素水を供給す
ると、深層水のみの溶存酸素量を急速に改善することが
できる。
(Function) Since the present invention supplies high oxygen water to the pumped water of the intermittent air pumping device, the high oxygen water diffuses as the pumped water spreads. Therefore, if high oxygen water is supplied only to the lower pumping cylinder of the two-stage pumping device, the amount of dissolved oxygen in only deep water can be rapidly improved.

(実施例1−) 次にこの発明を第1図及び第2図の実施例について説明
する。
(Example 1-) Next, the present invention will be described with reference to the embodiments shown in FIGS. 1 and 2.

処理水域の水を取水管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
高酸素空気を空気処理槽6から送気管7により水処理槽
4へ矢示8のように加圧供給する。前記における空気は
ポンプ5の吸入管]−から吸入すると共に、水処理槽4
の通気管9から入るものとがある。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
より高酸素空気中の酸素を溶解して急速に高酸素水(例
えば酸素40mg/、Q)とする。
Water in the treated water area is pumped up from a water intake pipe 2 by a pump 3 and supplied to a 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 by the air treatment tank 6 to make high oxygen air (e.g. 80% oxygen), and this high oxygen air is sent from the air treatment tank 6. Air is supplied under pressure to the water treatment tank 4 through the air pipe 7 as shown by the arrow 8. The air in the above is sucked in from the suction pipe of the pump 5, and is also drawn into the water treatment tank 4.
There is one that enters from the ventilation pipe 9. In the water treatment tank 4, water droplets and high-oxygen air are brought into contact with each other in the usual manner, thereby dissolving the oxygen in the high-oxygen air and rapidly forming high-oxygen water (for example, 40 mg/Q of oxygen).

残余の空気は通気管9で再びポンプ5の吸入側へ送られ
る。この高酸素水をポンプ10で矢示11−のように間
欠空気揚水装置12の下部に圧送して、揚水と混合する
。例えば40mg/ρの高酸素水を毎分5トン供給する
と、5mg/βの酸素量の水40トンを得ることができ
る。従って1時間で2400トン、1日で7万7600
1−ンの水の溶存酸素量を改善することができる。例え
ば第2図中、矢示11のように供給された高酸素水は、
間欠空猟場水装置]2の下部揚水筒13の下部に供給さ
れ、揚水と其に矢示15のように上昇し、案内板14.
14aの間に排出され、矢示16.17.18.19の
ように深水層内で循環流動し、核部の溶存酸素量を改善
することができる。図中20は上部揚水筒、2]は水面
、22は堤防である。
The remaining air is sent to the suction side of the pump 5 again through the ventilation pipe 9. This high oxygen water is pumped by the pump 10 to the lower part of the intermittent air pumping device 12 as shown by the arrow 11-, and mixed with the pumped water. For example, if 5 tons of high-oxygen water with an oxygen content of 40 mg/β is supplied per minute, 40 tons of water with an oxygen content of 5 mg/β can be obtained. Therefore, 2,400 tons per hour and 77,600 tons per day.
The amount of dissolved oxygen in water can be improved. For example, the high oxygen water supplied as indicated by arrow 11 in Fig. 2 is
Intermittent air hunting water system] 2 is supplied to the lower part of the lower water pumping cylinder 13, and as the water is pumped up, it rises as shown by the arrow 15 and reaches the guide plate 14.
14a, and circulates in the deep water layer as shown by arrows 16, 17, 18, and 19, and can improve the amount of dissolved oxygen in the core. In the figure, 20 is an upper water pump, 2] is a water surface, and 22 is an embankment.

(実施例2) 次にこの発明の装置を第3図乃至第6図について説明す
る。
(Embodiment 2) Next, the apparatus of the present invention will be explained with reference to FIGS. 3 to 6.

下部揚水部子3の下部外側に空気室23を嵌装し、下部
揚水筒]3の上部へ分離部24を介して上部揚水筒20
の下端を連結する。前記空気室23は、下部揚水筒13
の下部端へ高濃度酸素の供給装置52a付の短筒52を
連結する。前記下部下部揚水筒13の下部外側へ、内筒
25を遊嵌し、内筒25の外側へ所定間隔を保って外筒
26を遊嵌すると共に、内筒25と外筒26の間に仕切
筒27を設け、内筒25の下部と仕切筒27の上部へ夫
々通水孔28.29を設けて空気室23を構成した。ま
た、内筒25と下部揚水筒13の空間30の」二部の揚
水筒壁へ通水孔31を穿設しである。
An air chamber 23 is fitted on the outside of the lower part of the lower water pumping part 3, and the upper water pumping pipe 20 is inserted into the upper part of the lower water pumping pipe 3 via the separating part 24.
Connect the bottom ends of. The air chamber 23 is connected to the lower water pumping cylinder 13
A short tube 52 with a high concentration oxygen supply device 52a is connected to the lower end of the tube. An inner cylinder 25 is loosely fitted to the outside of the lower part of the lower lower water pumping cylinder 13, and an outer cylinder 26 is loosely fitted to the outside of the inner cylinder 25 at a predetermined distance, and a partition is provided between the inner cylinder 25 and the outer cylinder 26. A cylinder 27 was provided, and water holes 28 and 29 were provided in the lower part of the inner cylinder 25 and the upper part of the partition cylinder 27, respectively, to constitute the air chamber 23. In addition, a water passage hole 31 is bored in the water pumping cylinder wall of the two parts of the space 30 between the inner cylinder 25 and the lower water pumping cylinder 13.

前記において、空気室23の上部は頂板48.48aで
閉塞し、空間30及び内筒25と仕切筒27の空間49
の下端は塞板50で閉塞してあり、仕切筒27と外筒2
6の空間51の下端は開口55として外界と連通してい
る。前記高濃度水の供給装置52aは、短筒52の外側
に環状環52bを設け、環状環52bの外側へ給水管5
3を連結すると共に、環状環52b内と、短筒壁に複数
の小通水孔54が等間隔に穿設しである。図中56は空
気室23へ加圧空気を送る為の送気ホースである。
In the above, the upper part of the air chamber 23 is closed by the top plate 48.48a, and the space 30 and the space 49 between the inner cylinder 25 and the partition cylinder 27 are closed.
The lower end of the is closed with a closing plate 50, and the partition tube 27 and the outer tube 2
The lower end of the space 51 of No. 6 communicates with the outside world as an opening 55. The high-concentration water supply device 52a includes an annular ring 52b provided outside the short tube 52, and a water supply pipe 5 extending outside the annular ring 52b.
3 are connected to each other, and a plurality of small water holes 54 are equally spaced in the annular ring 52b and the short cylinder wall. In the figure, 56 is an air supply hose for supplying pressurized air to the air chamber 23.

次に第3図において、下部揚水筒1−3の上端部外側へ
案内板14を所定長さに亘り環状、かつ水平に設け、案
内板14の上方へ截頭逆円錐状の分離板32.32aを
所定間隔を保って重設し、分離板32.32aの」三方
外側へ案内板]、 4 aを前記案内板14と同様に設
ける。前記案内板コ−4aの上方へ、通水孔33を介し
て空気室34を連設し、空気室34の上部へ上部揚水筒
2oの下端を連設する。上部揚水筒20には下方に複数
の吸水管35.35を下向に連設すると共に、上方に浮
体36.36を装着しである。前記空気室34は、第6
図々示のように、上部揚水筒20の外側に内筒37と外
筒38を所定間隔を保って遊嵌し、前記内筒37と外筒
38との間に仕切筒39を設け、仕切筒39の上部及び
内筒37の下部へ通水孔40.41を夫々穿設し、上部
揚水筒2oと内筒37の空間42の上部揚水筒壁へ通水
孔43を設け、上部揚水筒20の下端及び空間42の下
端、内筒37と仕切筒39の空間44の下端を夫々塞板
45.46で閉塞し、空気室34の」二部を頂板47で
閉塞したものである。
Next, in FIG. 3, a guide plate 14 is provided in an annular and horizontal manner over a predetermined length on the outside of the upper end of the lower water pump 1-3, and a truncated inverted conical separation plate 32 is provided above the guide plate 14. 32a are superimposed at a predetermined interval, and guide plates 4a are provided on three sides of the separating plates 32 and 32a in the same manner as the guide plates 14. An air chamber 34 is connected above the guide plate 4a through a water passage hole 33, and the lower end of the upper water pump 2o is connected to the upper part of the air chamber 34. The upper water pumping tube 20 has a plurality of water suction pipes 35, 35 connected downwardly, and a floating body 36, 36 is attached to the upper part. The air chamber 34 has a sixth
As shown in the figure, an inner cylinder 37 and an outer cylinder 38 are loosely fitted on the outside of the upper water pumping cylinder 20 with a predetermined interval maintained, and a partition cylinder 39 is provided between the inner cylinder 37 and the outer cylinder 38 to create a partition. Water holes 40 and 41 are formed in the upper part of the cylinder 39 and the lower part of the inner cylinder 37, respectively, and water holes 43 are provided in the upper water cylinder wall of the space 42 between the upper water cylinder 2o and the inner cylinder 37, and the upper water cylinder 37 is opened. The lower end of the air chamber 20 and the lower end of the space 42 and the lower end of the space 44 between the inner cylinder 37 and the partition cylinder 39 are respectively closed with closing plates 45 and 46, and the second part of the air chamber 34 is closed with a top plate 47.

前記実施例について、その動作を説明する。The operation of the above embodiment will be explained.

先づ第5図中、送気ホース56から矢示57のように加
圧空気を送入すると、加圧空気は空気室23の空間49
.51−の上部より溜り、該空間内の水位を下降させる
。水位が鎖線58のように通水孔2つに達すると、空気
室2B内の加圧空気は0 矢示59.60.6コ、62.63のように各空間、各
通水孔を介して下部揚水筒13内へ入り、ついて大気泡
64を形成して下部揚水筒13内を矢示65のように上
昇し、これに伴って揚水筒の下端から矢示66のように
水を吸い込み揚水する。
First, when pressurized air is introduced from the air supply hose 56 as shown by the arrow 57 in FIG.
.. The water collects from the upper part of 51- and lowers the water level in the space. When the water level reaches the two water holes as shown by the chain line 58, the pressurized air in the air chamber 2B is 0. enters the lower water pump 13, forms an air bubble 64, and rises inside the lower water pipe 13 as shown by the arrow 65. Along with this, water is sucked in from the lower end of the water pipe as shown by the arrow 66. Pump water.

前記大気泡64は、前記上部揚水筒20の下端の塞板4
5に衝突して破砕され、第6図中矢示67のように上昇
し、空気室34に溜る。
The air bubbles 64 are formed by the closing plate 4 at the lower end of the upper water pumping tube 20.
5 and is crushed, rises as shown by arrow 67 in FIG. 6, and accumulates in the air chamber 34.

一方、揚水は案内板]4.1.4 aの間を矢示68の
ように経て、矢示69のように拡散する。前記空気室3
4内に溜った空気は、前記空気室23の場合と同様に水
位を押し下げて、水位が鎖線70に達したならば、矢示
71−172.73のように各空間、各通水孔を経て上
部揚水筒20内へ排出され、大気泡74となって矢示7
5のように上昇する。一方、吸水管35から矢示76の
ように吸入された水も矢示75のように揚水される。こ
のようにして揚水は上部揚水筒20の上端から矢示77
のように放出され、水面付近の水と混合し、矢示78.
79.80のように拡散、環流する。
On the other hand, the pumped water passes through the guide plate 4.1.4 a as shown by arrow 68 and spreads as shown by arrow 69. Said air chamber 3
The air accumulated in the air chamber 4 pushes down the water level in the same way as in the case of the air chamber 23, and when the water level reaches the chain line 70, each space and each water passage hole are opened as shown by arrows 71-172.73. After that, it is discharged into the upper water pumping cylinder 20 and becomes air bubbles 74 as shown by the arrow 7.
It rises like 5. On the other hand, water sucked in from the water suction pipe 35 as shown by the arrow 76 is also pumped up as shown by the arrow 75. In this way, the water is pumped from the upper end of the upper pumping cylinder 20 as indicated by the arrow 77.
It is released as shown by the arrow 78. and mixes with the water near the water surface.
Diffusion and reflux as shown in 79.80.

1 尚、」二下部揚水筒1−3.20は、重錘81とd体3
]によって直立を保っている。一方、高酸素水は第5図
中矢示82のように供給され、小通水孔54から短筒5
2内へ入り、揚水に混合し、矢示83のように」二昇す
るので、前記に説明したように、揚水の」二昇と拡散に
伴い、第2図中矢示16.17.18、]9のように環
流し、深層水の溶存酸素量を逐次増大し、目的を達成す
ることができる。
1 In addition, the lower water pump 1-3.20 has a weight 81 and a d body 3.
] to keep it upright. On the other hand, high oxygen water is supplied as indicated by the arrow 82 in FIG.
2, mixes with the pumped water, and rises as shown by arrow 83. As explained above, as the pumped water rises and spreads, arrows 16, 17, 18 in Fig. 2, ]9, the amount of dissolved oxygen in deep water can be gradually increased to achieve the purpose.

前記実施例は、下部揚水筒に高酸素水を供給したが、必
要に応じ上部揚水筒にも高酸素水を供給することができ
る。
In the above embodiment, high oxygen water was supplied to the lower water pump, but high oxygen water can also be supplied to the upper water pump if necessary.

前記実施例は上下二段の間欠空気揚水装置について説明
17たが、単筒の場合にも使用し得ることは勿論である
。また、単筒を複数本結束した複合筒にも採用すること
ができる。
In the above embodiment, a two-stage intermittent air pumping device has been described, but it goes without saying that it can also be used in the case of a single cylinder. It can also be used in a composite tube made by bundling a plurality of single tubes.

(実施例3) この実施例は第7図々示のように、実施例2の上部の空
気室88の構造を下部の空気室23とほぼ同一構造とし
たものである。
(Embodiment 3) In this embodiment, as shown in FIG. 7, the structure of the upper air chamber 88 of Embodiment 2 is substantially the same as that of the lower air chamber 23.

] 2 即ち、下部揚水筒13の下部外側に空気室23を嵌装固
定すると共に、下部揚水筒13の下端へ短筒52を連結
し、短筒52へ高濃度水の供給装置52aを設置したも
のである。前記下部揚水筒13の上端部にリング84を
固定し、リング84から数本の支杆85を上向に突設し
、支杆85の」一端に案内板86を支持させである。案
内板86の中央部には凸状部86aを設け、凸状部86
a上に数本の支脚87を円周状に突投し、支脚87上へ
上部揚水筒20の下端に連結した短筒91−を連結する
と共に、上部揚水筒20の下端へ空気室88を嵌装する
2. That is, the air chamber 23 is fitted and fixed on the outside of the lower part of the lower water pumping tube 13, the short tube 52 is connected to the lower end of the lower water pumping tube 13, and the high concentration water supply device 52a is installed in the short tube 52. It is something. A ring 84 is fixed to the upper end of the lower water pump 13, several support rods 85 are provided upwardly projecting from the ring 84, and a guide plate 86 is supported at one end of the support rods 85. A convex portion 86a is provided in the center of the guide plate 86, and the convex portion 86
Several supporting legs 87 are projected in a circumferential manner onto the supporting legs 87, and the short tube 91- connected to the lower end of the upper water pumping tube 20 is connected to the supporting legs 87, and the air chamber 88 is connected to the lower end of the upper water pumping tube 20. Insert.

前記実施例においては、空気室23.88へ夫々送気ホ
ース56.89を連結して、加圧空気を供給し、夫々の
空気室23.88から気泡を間欠的に上下部揚水筒1−
3.20内へ吐1]jシ、気泡を上昇させて揚水する。
In the embodiment described above, pressurized air is supplied by connecting the air supply hoses 56.89 to the air chambers 23.88, and air bubbles are intermittently pumped from the air chambers 23.88 to the upper and lower water pumps 1-
3.20 Discharge into the water 1]j, raise the air bubbles and pump up the water.

前記実施例において、各空気室23.88の下端へ高濃
度水の供給装置52a、90を設けたけれども、高濃度
水は揚水筒13.20の中間から3 4゜ 供給してもよいことは勿論である。
In the above embodiment, the high concentration water supply devices 52a and 90 were provided at the lower end of each air chamber 23.88, but the high concentration water may be supplied from the middle of the water pump 13.20 at an angle of 34 degrees. Of course.

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

第1図はこの発明の高酸素水供給のフロー図、第2図は
この発明の実施状態の図、第3図はこの発明の実施揚水
装置の一部を切断した正面図、第4図は同じく上下部揚
水筒の接続部の一部を切断した拡大正面図、第5図は同
じく下部空気室の断面拡大図、第6図は同じく上部空気
室の断面拡大図、第7図は同じく他の実施間欠空気揚水
装置の一部を省略した正面図である。 1−・・・吸入管    2・・・取水管4・・・水処
理槽   6・・空気処理槽]2・・間欠空気揚水装置
Fig. 1 is a flow diagram of high oxygen water supply according to the present invention, Fig. 2 is a diagram of the implementation state of this invention, Fig. 3 is a partially cutaway front view of the water pumping device according to the present invention, and Fig. 4 is Similarly, FIG. 5 is an enlarged cross-sectional view of the lower air chamber, FIG. 6 is an enlarged cross-sectional view of the upper air chamber, and FIG. FIG. 2 is a partially omitted front view of the intermittent air pumping device according to the present invention. 1-... Suction pipe 2... Water intake pipe 4... Water treatment tank 6... Air treatment tank] 2... Intermittent air pumping device

Claims (1)

【特許請求の範囲】 1 予め生産した高酸素水を間欠空気揚水装置の揚水中
に供給し、揚水の拡散に伴って前記高酸素水を処理水域
に拡散させることを特徴とした大量水における溶存酸素
量改善方法2 間欠空気揚水装置は、二段揚水筒にあっ
ては、上部揚水筒及び下部揚水筒、或いは何れか一方と
した請求項1記載の大量水における溶存酸素量改善方法 3 高酸素水は、処理水域から採取した水に、高酸素空
気を供給して生成することとした請求項1記載の大量水
における溶存酸素量改善方法 4 取水手段を連結した高酸素水生成装置に高酸素水供
給装置を連結し、該高酸素水供給装置の送水手段を間欠
空気揚水装置の揚水筒に結合させたことを特徴とする大
量水の溶存酸素量改善装置 5 取水手段は、ポンプに吸水管と吐出管を連結した請
求項4記載の大量水の溶存酸素量改善装置 6 送水手段は、ポンプと送水管とした請求項4記載の
大量水の溶存酸素量改善装置 7 間欠空気揚水装置は、単筒装置、複筒装置又は上下
二段筒装置とした請求項4記載の大量水の溶存酸素量改
善装置
[Claims] 1. Dissolution in a large amount of water, characterized in that high oxygen water produced in advance is supplied to the pumping water of an intermittent air pumping device, and the high oxygen water is diffused into the treated water area as the pumped water spreads. Method 2 for improving oxygen content Method 3 for improving dissolved oxygen content in a large amount of water according to claim 1, in which the intermittent air pumping device is an upper pumping cylinder and/or a lower pumping cylinder in the case of a two-stage pumping cylinder. Water is generated by supplying high-oxygen air to water collected from a treated water area. Method 4 for improving the amount of dissolved oxygen in a large amount of water according to claim 1. Dissolved oxygen content improving device for large amounts of water, characterized in that a water supply device is connected to the water supply device, and the water supply means of the high oxygen water supply device is coupled to a water pumping tube of an intermittent air pumping device. The device for improving the amount of dissolved oxygen in a large amount of water according to claim 4, wherein the water supply means is a pump and a water pipe. The device for improving the amount of dissolved oxygen in a large amount of water according to claim 4, which is a single-tube device, a double-tube device, or a two-stage upper and lower tube device.
JP1248522A 1988-10-13 1989-09-25 Method and apparatus for improving dissolved oxygen content in large amount of water Expired - Fee Related JPH0710398B2 (en)

Priority Applications (11)

Application Number Priority Date Filing Date Title
JP1248522A JPH0710398B2 (en) 1989-09-25 1989-09-25 Method and apparatus for improving dissolved oxygen content in large amount of water
ES89310538T ES2035575T3 (en) 1988-10-13 1989-10-13 METHOD AND APPARATUS TO IMPROVE THE QUALITY OF 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
DE1989602622 DE68902622T2 (en) 1988-10-13 1989-10-13 METHOD AND DEVICE FOR THE QUALITY MODIFICATION OF A LARGE QUANTITY OF WATER.
FI900048A FI900048A (en) 1989-08-03 1990-01-04 FOERFARANDE FOER FAERBAETTRING AV VATTENBESKAFFENHET.
CA 2007615 CA2007615A1 (en) 1989-08-03 1990-01-11 Method of improving the quality of large amount of water and the quantity of dissolved oxygen therein, and apparatus for said improvement
DK28490A DK28490A (en) 1989-08-03 1990-02-02 PROCEDURE FOR IMPROVING THE QUALITY OF LARGE WATER QUANTITY AND THE QUANTITY OF DISSOLVED OXYGEN THEREOF AND APPARATUS FOR USE
SE9001291A SE9001291L (en) 1989-08-03 1990-04-09 PROCEDURE AND DEVICE FOR IMPROVING THE QUALITY OF A HIGH QUANTITY OF WATER AND QUANTITY OF LOST ACID THEREOF
MYPI90001207A MY107247A (en) 1989-07-20 1990-07-19 Method of improving the quantity of dissolved oxygen in a large amount of water and/or the quality thereof,and apparatus for supplying a water of high oxygen content and a water of high alkaline content for said improvement
US07/782,381 US5227056A (en) 1989-08-03 1991-10-24 Apparatus for improving the quality of a large amount of water and the quantity of dissolved oxygen therein
US07/798,838 US5256309A (en) 1989-08-03 1991-11-25 Method of improving the quality of large amount of water, and quantity of dissolved oxygen therein

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1248522A JPH0710398B2 (en) 1989-09-25 1989-09-25 Method and apparatus for improving dissolved oxygen content in large amount of water

Publications (2)

Publication Number Publication Date
JPH03109997A true JPH03109997A (en) 1991-05-09
JPH0710398B2 JPH0710398B2 (en) 1995-02-08

Family

ID=17179438

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1248522A Expired - Fee Related JPH0710398B2 (en) 1988-10-13 1989-09-25 Method and apparatus for improving dissolved oxygen content in large amount of water

Country Status (1)

Country Link
JP (1) JPH0710398B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998002385A1 (en) * 1996-07-11 1998-01-22 Marino-Forum21 Purification method by mixing/diffusion of closed water zone and mixing/diffusion apparatus
JP2000027748A (en) * 1998-07-09 2000-01-25 Nakashima Propeller Co Ltd Ocean deep layer water pumping-up and diffusing device
JP2008259987A (en) * 2007-04-13 2008-10-30 Hitachi Plant Technologies Ltd Apparatus for inducing convection current in water tank

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998002385A1 (en) * 1996-07-11 1998-01-22 Marino-Forum21 Purification method by mixing/diffusion of closed water zone and mixing/diffusion apparatus
US6428711B1 (en) 1996-07-11 2002-08-06 Tokyo Kyuei Co., Ltd Purification method by mixing/diffusion of closed water zone and mixing/diffusion apparatus
JP2000027748A (en) * 1998-07-09 2000-01-25 Nakashima Propeller Co Ltd Ocean deep layer water pumping-up and diffusing device
JP2008259987A (en) * 2007-04-13 2008-10-30 Hitachi Plant Technologies Ltd Apparatus for inducing convection current in water tank

Also Published As

Publication number Publication date
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