JPH10337582A - Method for sterilization and purification of intake water - Google Patents

Method for sterilization and purification of intake water

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Publication number
JPH10337582A
JPH10337582A JP18566997A JP18566997A JPH10337582A JP H10337582 A JPH10337582 A JP H10337582A JP 18566997 A JP18566997 A JP 18566997A JP 18566997 A JP18566997 A JP 18566997A JP H10337582 A JPH10337582 A JP H10337582A
Authority
JP
Japan
Prior art keywords
water
ozone
tank
gas
treatment
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.)
Pending
Application number
JP18566997A
Other languages
Japanese (ja)
Inventor
Kaneo Chiba
金夫 千葉
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP18566997A priority Critical patent/JPH10337582A/en
Publication of JPH10337582A publication Critical patent/JPH10337582A/en
Pending legal-status Critical Current

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  • Physical Water Treatments (AREA)
  • Removal Of Specific Substances (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Abstract

PROBLEM TO BE SOLVED: To feed water of high quality in large quantities by diffusing fine ozone gas bubbles into a swirling flow by means of a gas-liquid mixing device so that sterilization is effected in a short time and impurities such as ozonized products are removed to stabilize the quality of water. SOLUTION: The method for sterilization and purification of intake water comprises a primary treatment tank (adjusting tank) 1, a secondary treatment tank (oxidation separation tank) 2, a tertiary treatment tank (ozone mixing sterilization tank) 3, a quaternary treatment tank (foam separation tank) 4, and a quintic treatment tank (water quality adjusting tank) 5. Fine ozone bubbles or a mixture of air and ozone bubbles is diffused into a flow of water, in a whirl, through the treatment tanks 1, 2, 3, 4 and 5 so that contact efficiency and residence time in the whirling water can be made larger, and hence sterilization efficiency for intake water can be improved and separation effects due to fine foams can be enhanced.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は魚貝類、蓄養、養殖、農
業用等に使用する取水の殺菌浄化方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for sterilizing and purifying water used for fish and shellfish, farming, aquaculture, agricultural use, and the like.

【0002】[0002]

【従来の技術】従来、魚貝類、蓄養、養殖、農業用等に
使用する取水の殺菌、浄化には、散気管方式、エゼクタ
ー方式等を用いている。オゾンガスを水中に溶解させて
殺菌、浄化を行う場合に、前記の散気管方式、エゼクタ
ー方式においては、2〜3mmφのオゾンガスの気泡を
水中へ拡散あるいは圧入させている。
2. Description of the Related Art Conventionally, an air diffuser system, an ejector system, and the like are used for sterilization and purification of water used for fish and shellfish, farming, cultivation, agriculture, and the like. When disinfecting and purifying ozone gas by dissolving the ozone gas in water, in the above-described diffuser system and ejector system, bubbles of ozone gas of 2 to 3 mmφ are diffused or pressed into water.

【0003】[0003]

【発明が解決しようとする課題】前記のように、散気管
方式、エゼクター方式によるオゾンガスの気泡の球径は
2〜3mmφと大きく浮力も大きい、そのため水中での
滞留時間が短く、また容積に対し表面積が小さく、水と
の接触面積が小さいために水中へのオゾンガスの溶解効
率が低く、また単に散気管等からのオゾンガスのみの圧
入の場合、圧縮熱等によりオゾンガスの温度が上がり、
さらに気泡の球径が大きくなり、溶解効率が低く、長時
間かけて殺菌、浄化を行い、多くのエネルギーを要しま
た、排オゾンの回収処理に物理的ろ過材等を用い大気に
排出していたという不都合があった。
As described above, the diameter of bubbles of ozone gas by the diffuser system and the ejector system is as large as 2 to 3 mmφ and the buoyancy is large. Therefore, the residence time in water is short, and Since the surface area is small and the contact area with water is small, the dissolving efficiency of ozone gas in water is low.In the case of simply injecting ozone gas only from a diffuser tube, the temperature of ozone gas rises due to heat of compression, etc.
Furthermore, the diameter of air bubbles increases, dissolving efficiency is low, sterilization and purification are performed over a long period of time, a lot of energy is required, and the waste ozone is discharged to the atmosphere by using a physical filtration material or the like for recovery processing. There was an inconvenience.

【0004】本発明は、前記の事情に鑑みなされたもの
で、水中への拡散、圧入させるオゾンガス気泡の球径を
小さくし、拡散、圧入方法を効果的に拡散させることに
より、接触効率を高め、かつ数次の水処理工程の各段階
中において、有効的に排オゾンガスを回収、再利用する
ことにより、短時間で効率良くかつ、低いエネルギーで
の殺菌、浄化を行い、さらに数次の水処理工程におい
て、残留オゾンによるオキシダント等の魚毒性を減少さ
せ、大量の高品質の水を得る殺菌浄化方法を提供するこ
とを目的としている。
The present invention has been made in view of the above circumstances, and improves the contact efficiency by reducing the diameter of ozone gas bubbles to be diffused and injected into water and effectively diffusing the diffusion and injection methods. And during each stage of the water treatment process of several orders, by effectively collecting and reusing the exhausted ozone gas, sterilization and purification with a short time, efficiently and with low energy, It is an object of the present invention to provide a sterilization and purification method for obtaining a large amount of high quality water by reducing fish toxicity such as oxidants due to residual ozone in a treatment process.

【0005】[0005]

【課題を解決するための手段】本発明は、前記の目的を
達成するため、1次処理工程から5次処理工程の、5工
程の処理槽にて構成されるものである。大気中の空気と
2次処理工程から回収される排オゾンガスを、気液混合
装置に効率良く混合吸引させ、気液混合装置において取
水と混合攪拌して、微細な空気とオゾンガス気泡を生成
させ、取水と混合した微細空気とオゾンガス気泡を槽内
において渦流状に供給し、回転拡散させ排オゾンガスの
処理を行うと共に、溶存酸素の調整、窒素酸化物の除去
を行う1次処理工程と1次処理工程後、オゾン発生器か
らのオゾンガスを気液混合装置において、1次処理工程
から流入した水と混合攪拌して、微細なオゾンガス気泡
を生成させ、2次処理槽内において効果的な角度で設け
られた拡散板に渦流状に吹き出させ拡散させることによ
り、取水との接触効率を高め、取水中に溶解する有機
物、無機物を酸化分離し、殺菌泡沫分離を行うための前
処理の2次処理工程と、2次処理工程により前処理され
た取水が3次処理工程に流入する。その流入した2次処
理水とオゾン発生器からのオゾンガスを、気液混合装置
により2次処理工程と同様に3次処理槽内の拡散板に吹
き出し、拡散させることにより、微細オゾンガス気泡と
の接触効率と水流方法による浮上分離効果を高め、水中
の雑菌、バクテリア等の殺菌を行い、オゾン酸化生成物
及び水中の微量成分は、槽内上部に効果的に設けた泡沫
回収板により回収され、微細気泡と共に槽外の回収箱に
排出される。3次処理工程により殺菌、浄化された処理
水は、3次処理工程より発生した排オゾンガスを気液混
合攪拌され、前記3次処理工程同様処理方式により、主
として3次処理工程での残留オゾン酸化生成物、残留オ
ゾン、排オゾンの除去を行う4次処理工程と、さらに4
次処理工程により殺菌浄化された水をろ過し、水槽上部
において残留オゾンの除去、吸着を行い、水槽下部にお
いて溶存酸素の調整等、水質の安定をろ過材の洗浄と共
に行う5次処理工程とからなり、気液混合装置による微
細オゾンガス気泡を渦流状に拡散させ、短時間に殺菌
し、効果的にオゾン酸化生成物等の不純物を除去し、水
質を安定させて、大量の高品質の水を供給することから
なる取水殺菌浄化装置。
According to the present invention, in order to achieve the above object, the present invention comprises five processing tanks, from a first processing step to a fifth processing step. The air in the atmosphere and the exhausted ozone gas collected from the secondary processing step are efficiently mixed and sucked by the gas-liquid mixing device, mixed and stirred with the intake water in the gas-liquid mixing device to generate fine air and ozone gas bubbles, Primary processing step and primary processing in which fine air mixed with water intake and ozone gas bubbles are supplied in a vortex form in a tank, and are rotated and diffused to treat exhausted ozone gas, while adjusting dissolved oxygen and removing nitrogen oxides. After the process, ozone gas from the ozone generator is mixed and stirred with water flowing from the primary treatment step in the gas-liquid mixing device to generate fine ozone gas bubbles and provided at an effective angle in the secondary treatment tank. Pre-treatment to oxidize and separate organic and inorganic substances dissolved in the intake water and germicidal foam separation by blowing out and diffusing the diffused plate in a swirl shape to diffuse it. A secondary treatment process, water intake pretreated by the secondary process flows to tertiary treatment processes. The inflowing secondary treatment water and the ozone gas from the ozone generator are blown out to the diffusion plate in the tertiary treatment tank by the gas-liquid mixing device in the same manner as in the secondary treatment step, and are diffused, thereby contacting with fine ozone gas bubbles. Increases the efficiency of flotation and separation by the water flow method, sterilizes bacteria and bacteria in water, and ozone oxidation products and trace components in water are collected by a foam collection plate that is effectively installed in the upper part of the tank. It is discharged to the collection box outside the tank together with the bubbles. The treated water sterilized and purified in the tertiary treatment step is mixed with the exhausted ozone gas generated in the tertiary treatment step in a gas-liquid mixture and stirred. A fourth treatment step for removing products, residual ozone, and waste ozone;
The water that has been sterilized and purified by the next treatment step is filtered, the remaining ozone is removed and adsorbed in the upper part of the water tank, and the water quality is stabilized at the lower part of the water tank, such as adjustment of dissolved oxygen. The gas-liquid mixing device diffuses fine ozone gas bubbles in a vortex, sterilizes in a short time, effectively removes impurities such as ozone oxidation products, stabilizes the water quality, and removes a large amount of high-quality water. Intake disinfection and purification equipment consisting of supplying.

【0006】[0006]

【作用】取水の1次処理工程において、物理的ろ過作用
により無機質及び夾雑物等の回収と気液混合装置からの
微細気泡を効果的に拡散させ、溶存酸素の調整、窒素酸
化物の除去等を排オゾンガスの回収利用により行い、2
次処理工程の前処理をほどこす。2次処理工程におい
て、オゾン発生器よりのオゾンガスを気液混合装置によ
り微細なオゾンガス気泡とし、効果的に設けた拡散板へ
1次処理工程からの水と混合供給し、渦流状に拡散させ
有機物と無機物の酸化分離を行うと同時に、酸化分離さ
れたオゾン酸化生成物の除去する前処理を行い、排オゾ
ンガスは1次処理工程の気液混合装置に吸引され再利用
される。3次処理工程においては、2次処理工程により
処理された水を、前記同様微細オゾンガスの渦流拡散に
より水中の雑菌、バクテリア等を殺菌し、同時に微細オ
ゾンガス気泡と排オゾンガスと共に槽外回収塔へ排出さ
れる。4次処理工程において、3次処理工程により酸化
分解されたオゾン酸化生成物及び残留オゾンを、大気中
の空気及び3次処理工程により排出される排オゾンガス
の混合ガスを、気液混合装置に吸引混合させ、渦流状に
拡散板に供給拡散させ効果的に除去を行い、5次処理工
程において、槽内に大気中の空気を気液混合装置によ
り、4次処理工程からの水と混合攪拌された微細な気泡
を、渦流状に槽内上層部に拡散させ中層部の物理的ろ過
等により、残留オゾンの拡散曝気、吸着等を行い、オゾ
ン酸化生成物によるオキシダント等を除去し、槽内大層
部の微細な渦流気泡により溶存酸素の調整を図ると同時
に、微細な気泡による逆洗浄作用により物理的ろ材量を
少なく、使用期間を長くする。
[Function] In the primary treatment step of water intake, recovery of inorganic substances and impurities and effective diffusion of fine bubbles from the gas-liquid mixing device by physical filtration action, adjustment of dissolved oxygen, removal of nitrogen oxides, etc. By collecting and using waste ozone gas.
Pre-processing of the next processing step is performed. In the second treatment step, the ozone gas from the ozone generator is made into fine ozone gas bubbles by a gas-liquid mixing device, mixed with water from the first treatment step and supplied to an effectively provided diffusion plate, and diffused in a vortex to form an organic substance. At the same time as performing the oxidative separation of inorganic oxides and inorganic substances, a pretreatment for removing the oxidized and separated ozone oxidation products is performed, and the exhausted ozone gas is sucked and reused by the gas-liquid mixing device in the primary processing step. In the tertiary treatment step, the water treated in the secondary treatment step is sterilized by the vortex diffusion of fine ozone gas to disinfect various bacteria, bacteria, etc. in the water, and at the same time, is discharged together with the fine ozone gas bubbles and the discharged ozone gas to the recovery tower outside the tank. Is done. In the fourth processing step, the ozone oxidation product oxidized and decomposed in the third processing step and the residual ozone are sucked into a gas-liquid mixing device by mixing the air in the atmosphere and the exhausted ozone gas discharged in the third processing step. It is mixed, vortex-supplied to the diffusion plate and diffused, and effectively removed. In the fifth processing step, the air in the atmosphere is mixed and stirred with water from the fourth processing step in the tank by a gas-liquid mixing device. The fine air bubbles are vortex-diffused and diffused into the upper layer inside the tank, and the medium layer is physically filtered, etc. to diffuse and aerate and adsorb residual ozone, to remove oxidants due to ozone oxidation products, etc. At the same time, the dissolved oxygen is adjusted by the fine swirling bubbles in the part, and at the same time, the amount of the physical filter medium is reduced by the backwashing action of the fine bubbles, and the use period is prolonged.

【0007】[0007]

【実施例】図1は本発明の方法を実施するための装置の
ブロック側面図を示し、図2はブロック平面図を示す。
図1に示すように、取水井戸等から汲み上げた水は1次
処理調整槽1に入り、物理的簡易ろ過及び排オゾンガス
と大気中の空気の混合ガスを気液混合装置6により微細
気泡を渦流回転拡散させ、夾雑物の除去、溶存酸素の調
整と窒素酸化物の除去を行い、2次処理酸化分離槽へ送
られる。
FIG. 1 shows a block side view of an apparatus for carrying out the method of the present invention, and FIG. 2 shows a block plan view.
As shown in FIG. 1, water pumped from an intake well or the like enters the primary treatment adjustment tank 1, and the mixed gas of exhausted ozone gas and atmospheric air is swirled into fine bubbles by a gas-liquid mixer 6. It is rotated and diffused to remove contaminants, adjust dissolved oxygen and remove nitrogen oxides, and then sent to the secondary treatment oxidation separation tank.

【0008】2次処理酸化分離槽2において、オゾン発
生器からのオゾンガスと1次処理調整槽1からの水と気
液混合手段6による微細な気泡と、2次処理酸化分離槽
2の槽内渦流拡散槽により、水中に溶解している有機
物、無機物の酸化分離を行い、3次処理オゾン混合殺菌
槽3に送られる。
In the secondary treatment oxidation separation tank 2, ozone gas from the ozone generator, water from the primary treatment adjustment tank 1, and fine bubbles generated by the gas-liquid mixing means 6, and the inside of the secondary treatment oxidation separation tank 2 The organic and inorganic substances dissolved in the water are oxidized and separated by the vortex diffusion tank, and sent to the tertiary treatment ozone mixed sterilization tank 3.

【0009】3次処理オゾン混合殺菌槽3において、オ
ゾン発生器からのオゾンガスを気液混合手段6により、
水中への溶解効率及びオゾンの殺菌効率を最大限に高め
させるオゾンガスの送り出し量と、渦流拡散により水中
のオゾン濃度を調整し、有機物、無機物の殺菌を行うと
同時に有機生成物の除去を行い、4次処理泡沫分離槽4
に送られる。
In the tertiary treatment ozone mixing and sterilizing tank 3, the ozone gas from the ozone generator is mixed by the gas-liquid mixing means 6.
The amount of ozone gas sent out to maximize the dissolution efficiency in water and the sterilization efficiency of ozone and the ozone concentration in water by eddy diffusion are adjusted, and organic and inorganic substances are sterilized and organic products are removed at the same time. 4th treatment foam separation tank 4
Sent to

【0010】4次処理泡沫分離槽4に入った水は、3次
処理工程3から排出される排オゾンガスと、3次処理さ
れた水及び大気中の空気を混合調整し、気液混合手段6
により混合ガスと水の送り出し量を調整し、4次処理槽
4内の拡散部に効果的に渦流状の拡散をさせることによ
り、オゾン酸化生成物の除去及び3次処理工程での排オ
ゾンガスの処理を行い、混合ガスの空気量の割合により
水中の残留オゾンの脱気液混合装置の役割も一部行い、
5次処理水質調整槽5へ送られる。
The water which has entered the quaternary treatment foam separation tank 4 mixes and adjusts the ozone gas discharged from the tertiary treatment step 3 with the tertiary treated water and air in the atmosphere.
To adjust the delivery amount of the mixed gas and water, and to effectively diffuse the diffusion in the diffusion section in the fourth processing tank 4, thereby removing ozone oxidation products and removing ozone gas discharged in the third processing step. Performs the processing, and also performs part of the function of the degassing liquid mixing device for residual ozone in water according to the ratio of the amount of air in the mixed gas
It is sent to the fifth treatment water quality adjustment tank 5.

【0011】4次処理工程から送られた殺菌浄化処理水
は、5次処理工程5において大気中の空気による気液混
合手段と、5次処理槽内上層部の拡散部に供給、渦流拡
散曝気により水中に溶解している残留オゾンを除去し、
5次処理槽内5の中層部に設けた物理的ろ過作用によ
り、無気質、オゾン酸化生成物等の吸着及びろ過除去を
行い、前記槽内下層部の拡散部により、前記気液混合手
段6による微細気泡により水質の安定を図ると同時に、
気泡の浮上効果作用によってろ材の逆洗浄を行う。そし
て5次処理槽5より出た水は、蓄養槽へ重力又はポンプ
にて送水する。
The germicidal purified water sent from the fourth treatment step is supplied to the gas-liquid mixing means by the air in the fifth treatment step 5 and to the upper diffusion part in the fifth treatment tank, and vortex diffusion aeration is performed. To remove residual ozone dissolved in water,
By the physical filtration provided in the middle part of the fifth treatment tank 5, adsorption and filtration of non-air, ozone oxidation products and the like are performed, and the gas-liquid mixing means 6 is diffused by the diffusion part in the lower part of the tank. At the same time as stabilizing the water quality by microbubbles,
Backwashing of the filter medium is performed by the effect of air bubbles floating. And the water which came out of the 5th treatment tank 5 is sent to a farm tank by gravity or a pump.

【0012】前記気液混合装置3により各処理槽内へ拡
散される微細なオゾン気泡について、従来例と対比した
具体例により説明する。 (a)従来のオゾン気泡の大きさが「2〜3mmφ」、
本発明のオゾン気泡の大きさが「0.01mmφ」の場
合、 (b)従来のオゾン気泡の表面積S,体積Pを計算する
と、 S=4πr=4×3.14×(2〜3)=50.2
4〜113.04mm P=4πr/3=4×3.14×(2〜3)/3 =33.49〜113/0mm (c)本発明のオゾン気泡の表面積S、体積Pを計算す
ると、 S=4πr=4×3.14×(0.01)=0.0
1256mm P=4πr/3=4×3.14×(0.01)/3 =0.0000041mm (d)表面積の増加率は、 50.24÷0.01256=4,000倍 113.04÷0.01256=9,000倍 (e)2〜3mmφのオゾン気泡1個を0.01mmφ
のオゾン気泡1個の体積を比較すると、 2mmφの場合は、N=33.49÷0.0000041 =8,000,000個 3mmφの場合は、N=113.04÷0.0000041 =27,000,000個
The fine ozone bubbles diffused into each processing tank by the gas-liquid mixing device 3 will be described with reference to a specific example in comparison with a conventional example. (A) The size of a conventional ozone bubble is “2 to 3 mmφ”,
When the size of the ozone bubble of the present invention is “0.01 mmφ”, (b) When the surface area S and volume P of the conventional ozone bubble are calculated, S = 4πr 2 = 4 × 3.14 × (2-3) 2 = 50.2
4 to 113.04 mm 2 P = 4πr 3 /3=4×3.14×(2 to 3 ) 3 /3=33.49 to 113/0 mm 3 (c) Surface area S and volume P of ozone bubbles of the present invention S = 4πr 2 = 4 × 3.14 × (0.01) 2 = 0.0
1256mm 2 P = 4πr 3 /3=4×3.14×(0.01) 3/3 = 0.0000041mm 3 (d) the rate of increase in surface area, 50.24 ÷ 0.01256 = 4,000 times 113 .04 ÷ 0.01256 = 9,000 times (e) One ozone bubble of 2 to 3 mmφ is 0.01 mmφ
When the volume of one ozone bubble is compared, N = 33.49 ÷ 0.0000041 = 8,000,000 in the case of 2 mmφ, N = 113.04 ÷ 0.0000041 = 27,000 in the case of 3 mmφ 2,000

【0013】上記のように、前記の気液混合装置6より
オゾン気泡を水中拡散すると、従来のものに比較して、
表面積が4,000倍〜9,000倍に増大して水との
接触面積が著しく増大すると共に、微細な気泡のため浮
力が小さく水中での滞留時間を長くさせると同時に、水
の流れを渦流状に回転流水を行うことにより、気泡の上
昇角度を回転方向に向けさせることにより気泡の上昇角
度を小さくし、さらに渦流による乱流波数により接触効
率を高くし又、排オゾンの再利用により低いエネルギー
で短時間の殺菌浄化を可能としている。
As described above, when the ozone bubbles are diffused in water by the gas-liquid mixing device 6,
The surface area increases from 4,000 to 9,000 times and the contact area with water increases remarkably, and the buoyancy is small due to fine bubbles, so that the residence time in water is prolonged. By rotating the water in a rotating manner, the rising angle of the bubbles is directed in the rotation direction to reduce the rising angle of the bubbles, and furthermore, the contact efficiency is increased by the turbulent wave number due to the vortex, and the efficiency is reduced by the reuse of the discharged ozone. It enables short-time sterilization and purification with energy.

【0014】[0014]

【発明の効果】本発明の方法によれば、微細なオゾン気
泡又は空気とオゾン気泡の混合ガスを、水流と共に前記
数次の水処理工程内に渦流状に拡散させることにより、
回転水中での接触効率、滞留時間が大きくなり取水の殺
菌効率を高くし、微細泡沫による分離効果を大きくする
ことにより、殺菌、浄化を短時間に行われると共に、か
つ数次の水処理工程により、殺菌、浄化の高効率を得た
前処理工程から、水中の残留オゾンの除去、排オゾンの
有効利用による処理方法等により、少ないエネルギーに
おいて安定した大量の高品質の水を生産することができ
る。
According to the method of the present invention, fine ozone bubbles or a mixed gas of air and ozone bubbles are diffused in a vortex form in the above-mentioned several water treatment steps together with a water flow.
Contact efficiency and residence time in rotating water are increased, sterilization efficiency of intake water is increased, and separation effect by fine foam is increased, so that sterilization and purification can be performed in a short time, and several water treatment steps A large amount of high-quality water can be produced stably with little energy by using a pretreatment process with high efficiency of sterilization and purification, removal of residual ozone in water, treatment method by effective use of waste ozone, etc. .

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

【図1】本発明の殺菌浄化方法を実施する装置の概略を
示すブロック図の側面図である。
FIG. 1 is a side view of a block diagram schematically showing an apparatus for carrying out a sterilization and purification method of the present invention.

【図2】本発明の方法を実施するための装置のブロック
平面図である。
FIG. 2 is a block plan view of an apparatus for performing the method of the present invention.

【符号の説明】[Explanation of symbols]

1 1次処理槽(調整槽) 2 2次処理槽(酸化分離槽) 3 3次処理槽(オゾン混合殺菌槽) 4 4次処理槽(泡沫分離槽) 5 5次処理槽(水質調整槽) 6 気液混合装置 7 渦流拡散部 8 物理ろ過部 9 排オゾン供給管 10 泡沫集合部 11 殺菌拡散部 12 泡沫分離拡散部 13 回収塔 14 水質調整部 15 オゾン発生器 16 流入管 17 流出管 18 送水管 19 オゾン供給管 1 Primary treatment tank (adjustment tank) 2 Secondary treatment tank (oxidation separation tank) 3 Tertiary treatment tank (ozone mixing / sterilization tank) 4 4th treatment tank (foam separation tank) 5 5th treatment tank (water quality adjustment tank) Reference Signs List 6 gas-liquid mixing device 7 vortex diffusion part 8 physical filtration part 9 waste ozone supply pipe 10 foam collection part 11 sterilization diffusion part 12 foam separation diffusion part 13 collection tower 14 water quality adjustment part 15 ozone generator 16 inflow pipe 17 outflow pipe 18 send Water pipe 19 Ozone supply pipe

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI C02F 1/50 520 C02F 1/50 520A 531 531R 540 540A 550 550B 1/58 1/58 P ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 6 Identification code FI C02F 1/50 520 C02F 1/50 520A 531 531R 540 540A 550 550B 1/58 1/58 P

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 本発明の取水殺菌浄化方法は、1次処理
工程から5次処理工程の、5工程の処理槽にて構成され
るものである。大気中の空気と2次処理工程から回収さ
れる排オゾンガスを、気液混合装置に効率良く混合吸引
させ、気液混合装置において取水と混合攪拌して、微細
な空気とオゾンガス気泡を生成させ、取水と混合した微
細空気とオゾンガス気泡を槽内において渦流状に供給
し、回転拡散させ排オゾンガスの処理を行うと共に、溶
存酸素の調整、窒素酸化物の除去を行う1次処理工程と
1次処理工程後、オゾン発生器からのオゾンガスを気液
混合装置において、1次処理工程から流入した水と混合
攪拌して、微細なオゾンガス気泡を生成させ、2次処理
槽内において効果的な角度で設けられた拡散板に渦流状
に吹き出させ拡散させることにより、取水との接触効率
を高め、取水中に溶解する有機物、無機物を酸化分離
し、殺菌泡沫分離を行うための前処理の2次処理工程
と、2次処理工程により前処理された取水が3次処理工
程に流入する。その流入した2次処理水とオゾン発生器
からのオゾンガスを、気液混合装置より2次処理工程と
同様に3次処理槽内の拡散板に吹き出し、拡散させるこ
とにより、微細オゾンガス気泡との接触効率と水流方向
による浮上分離効果を高め、水中の雑菌、バクテリア等
の殺菌を行い、オゾン酸化生成物及び水中の微量成分
は、槽内上部に効果的に設けた泡沫回収板により回収さ
れ、微細気泡と共に槽外の回収箱に排出される。3次処
理工程により殺菌、浄化された処理水は、3次処理工程
より発生した排オゾンガスを気液混合攪拌され、前記3
次処理工程同様の処理方式により、主として3次処理工
程での残留オゾン酸化生成物、残留オゾン、排オゾンの
除去を行う4次処理工程と、さらに4次処理工程よりの
殺菌浄化された水をろ過し、水槽上部において残留オゾ
ンの除去、吸着を行い、水槽下部において溶存酸素の調
整等、水質の安定をろ過材の洗浄と共に行う5次処理工
程とからなり、気液混合装置による微細オゾンガス気泡
を渦流状に拡散させ、短時間に殺菌し、効果的にオゾン
酸化生成物の不純物を除去し、水質を安定させて、大量
の高品質の水を供給することを特徴とする取水殺菌浄化
方法。
1. The water intake sterilization and purification method of the present invention comprises five treatment tanks from a first treatment step to a fifth treatment step. The air in the atmosphere and the exhausted ozone gas collected from the secondary processing step are efficiently mixed and sucked by the gas-liquid mixing device, mixed and stirred with the intake water in the gas-liquid mixing device to generate fine air and ozone gas bubbles, Primary processing step and primary processing in which fine air mixed with water intake and ozone gas bubbles are supplied in a vortex form in a tank, and are rotated and diffused to treat exhausted ozone gas, while adjusting dissolved oxygen and removing nitrogen oxides. After the process, ozone gas from the ozone generator is mixed and stirred with water flowing from the primary treatment step in the gas-liquid mixing device to generate fine ozone gas bubbles and provided at an effective angle in the secondary treatment tank. Pre-treatment to oxidize and separate organic and inorganic substances dissolved in the intake water and germicidal foam separation by blowing out and diffusing the diffused plate in a swirl shape to diffuse it. A secondary treatment process, water intake pretreated by the secondary process flows to tertiary treatment processes. The inflow of the secondary treatment water and the ozone gas from the ozone generator are blown out from the gas-liquid mixing device to the diffusion plate in the tertiary treatment tank in the same manner as in the secondary treatment step, and are diffused. Enhance efficiency and flotation effect by water flow direction, sterilize bacteria and bacteria in water, ozone oxidation products and trace components in water are collected by a foam collection plate effectively installed in the upper part of the tank, fine It is discharged to the collection box outside the tank together with the bubbles. The treated water sterilized and purified in the tertiary treatment step is subjected to gas-liquid mixing and stirring of the discharged ozone gas generated in the tertiary treatment step.
The fourth treatment step, which mainly removes residual ozone oxidation products, residual ozone, and exhausted ozone in the third treatment step, and the sterilized and purified water from the fourth treatment step by the same treatment method as the next treatment step. Filtering, removing and adsorbing residual ozone in the upper part of the water tank, and adjusting the dissolved oxygen in the lower part of the water tank. Vortex diffusion, sterilization in a short time, effective removal of ozone oxidation product impurities, stabilization of water quality, supply of large quantity of high quality water .
JP18566997A 1997-06-06 1997-06-06 Method for sterilization and purification of intake water Pending JPH10337582A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18566997A JPH10337582A (en) 1997-06-06 1997-06-06 Method for sterilization and purification of intake water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18566997A JPH10337582A (en) 1997-06-06 1997-06-06 Method for sterilization and purification of intake water

Publications (1)

Publication Number Publication Date
JPH10337582A true JPH10337582A (en) 1998-12-22

Family

ID=16174808

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18566997A Pending JPH10337582A (en) 1997-06-06 1997-06-06 Method for sterilization and purification of intake water

Country Status (1)

Country Link
JP (1) JPH10337582A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SG169226A1 (en) * 2001-09-12 2011-03-30 Cumminscorp Ltd Water treatment apparatus
EP3947296A4 (en) * 2019-03-26 2022-12-28 Evocra Pty Limited Sewage treatment method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SG169226A1 (en) * 2001-09-12 2011-03-30 Cumminscorp Ltd Water treatment apparatus
EP3947296A4 (en) * 2019-03-26 2022-12-28 Evocra Pty Limited Sewage treatment method

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