JPH0516916B2 - - Google Patents

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Publication number
JPH0516916B2
JPH0516916B2 JP60260530A JP26053085A JPH0516916B2 JP H0516916 B2 JPH0516916 B2 JP H0516916B2 JP 60260530 A JP60260530 A JP 60260530A JP 26053085 A JP26053085 A JP 26053085A JP H0516916 B2 JPH0516916 B2 JP H0516916B2
Authority
JP
Japan
Prior art keywords
ozone
water
treated
treatment
containing gas
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
JP60260530A
Other languages
Japanese (ja)
Other versions
JPS62121695A (en
Inventor
Yasuaki Nagashima
Hiroshi Chuda
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.)
Shinryo Air Conditioning Co Ltd
Original Assignee
Shinryo Air Conditioning Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shinryo Air Conditioning Co Ltd filed Critical Shinryo Air Conditioning Co Ltd
Priority to JP26053085A priority Critical patent/JPS62121695A/en
Publication of JPS62121695A publication Critical patent/JPS62121695A/en
Publication of JPH0516916B2 publication Critical patent/JPH0516916B2/ja
Granted legal-status Critical Current

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  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Oxygen, Ozone, And Oxides In General (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

(産業上の利用分野) 本発明は、オゾン処理の効率向上方法および装
置、特に、オゾン含有気体を被処理水に添加する
直前に該オゾン含有気体を放電処理することを特
徴とする、オゾン処理の効率向上方法および装置
に関する。 ここに、オゾン処理とは脱色、脱臭、殺菌、も
しくは有機物の分解をオゾン添加によつて行う処
理一般である。 (従来の技術) オゾンの強い酸化力を利用した上下水、用廃水
の殺菌、脱色、脱臭、COD除去などのいわゆる
オゾン処理方法は公知である。オゾンは水中で速
やかに酸素に変わるため塩素などの酸化剤をもち
いたときに生じるトリハロメタンの発生、PHの変
化、腐食性の塩素イオンもしくはナトリウムイオ
ン等の残留などの問題がなく優れた点が多い。し
かし、オゾンの製造には乾燥空気中で無声放電す
る方法が一般的であるが、そのための設備費、電
力費がかかるため、塩素処理などと比べると割高
である。そこで、現在行われているオゾン処理で
はオゾンと被処理物との接触面積、接触時間など
を大きくすることにより、オゾンの利用効率を高
める方法がとられているが、処理に必要な面積、
ランニングコストの問題など、残つた問題は多
い。 (発明が解決しようとする問題点) したがつて、本発明の目的は、オゾンの溶解、
反応速度をコロナ放電などのプラズマを用いるこ
とにより促進し、オゾンの利用率を高めるとい
う、効率的な水のオゾン処理方法および装置を提
供することである。 さらに、本発明の目的は、上下水の殺菌、脱
色、脱臭、COD除去、さらには食品、薬品、病
院、LSI製造工場、生化学等の分野で必要な減菌
水の製造におけるオゾンの利用効率を高めたオゾ
ン処理方法および装置を提供することである。 (問題点を解決するための手段) かくして、本発明の要旨とするところは、オゾ
ンと被処理水とを接触させて行うオゾン処理にお
いて、予め系外で用意されたオゾン気体を処理系
に導入し、当該オゾン含有気体を被処理水に接触
させる直前もしくは接触時に該オゾン含有気体を
放電処理することを特徴とする、オゾン処理の効
率向上方法である。 なお、本発明の好適態様によれば、前記オゾン
処理は、オゾン利用の水処理全般を包含するもの
であるが、特に、脱色、脱臭、殺菌、もしくは有
機物の分解等に本発明を適用した場合に効果的で
ある。 また、気体吹込用に吹管を使用する場合、吹管
先端内部において前記オゾン含有気体の放電処理
を行うことにより、オゾン含有気体を被処理水に
添加する直前に放電処理を行うことが可能とな
る。 その場合、前記吹管先端内に放電電極を挿入し
て設け、被処理水にアース電極を設けることによ
り被処理水との間で放電を行なわせその放電効率
を高めるようにしてもよい。 さらに、本発明の別の態様によれば、被処理水
の流れの上に向流でオゾン含有気体を流しなが
ら、両者を接触させ、その際に該オゾン含有気体
を放電処理するのである。勿論、前述のように、
被処理水のほうをアース電極に接続してアース
し、オゾン含有気体の流れの中に設けた放電電極
に印加して該被処理水と気体との間で放電を行つ
てもよい。 なお、上述のような向流接触を行う場合、被処
理水は水平面内を流れるのではなく、垂直に落下
するとか、傾斜面を流下するようにし、一方、オ
ゾン含有気体は下から上方に向かつて流れるよう
にすることが接触効率の点からも望ましい。 前記放電処理は、一般に、コロナ放電処理また
はグロー放電処理である。 電源はプラス、マイナス、交流のいずれでもよ
い。 本発明は、その別の特徴によれば、被処理水を
収容する容器、オゾン含有気体源に接続され、該
被処理水にオゾン含有気体を吹き込んでオゾンと
被処理水との接触を行う吹管、該吹管の先端部内
に挿入された放電電極、および前記容器内であつ
て、かつ該吹管先端の近傍に配置されたアース電
極から構成された、オゾン処理装置である。 なお、アース電極は適宜位置において被処理水
に導通させて配置させてもよく、その場合には被
処理水と前記放電電極との間で放電処理が行われ
る。 前記吹管の先端部は、供給気体の圧力によつて
放電空間を構成してもよく、あるいは、その先端
を気体透過性の導電性多孔質体あるいは絶縁性多
孔質体で閉じた構造に構成し(散気球という)、
前記電極と該多孔質体(もしくは被処理水)との
間で放電処理を行うようにしてもよい。この気体
透過性多孔質体は導電性でもあるいは絶縁性でも
いずれであつてもよいが、好ましくは絶縁性とし
て、直接液面で放電させるようにする。 また、本発明の別の態様によれば、オゾン処理
装置は、一端から被処理水を流し、他端からこの
被処理水を排出させる案内処理路からなり、該被
処理水の流れの上を向流でオゾン含有気体を流す
オゾン含有気体の導入口および排出口を備え、前
記案内処理路内のオゾン含有気体の流れの領域内
にあつて、該案内処理路の長手方向に沿つて配設
された電極、および前記被処理水に導通したアー
ク電極から構成される。 上記案内処理路の形状は、オゾン含有気体と被
処理水との接触が効率的に行われる限り、特に制
限されないが、例えば傾斜したあるいは垂直の密
閉型の樋状の構造を有し、上方から下に向かつて
被処理水が流下するように、そしてオゾン含有気
体は下方から上方に向かつて流れるようにしても
よい。その場合、頂部には堰を設けて一種の溜を
作り、溢出した被処理水が上記樋部分を流下する
ようにするのがよい。この樋状部分での流下時に
オゾン含有気体と被処理水との間で放電処理が行
われるのである。 このように、本発明において、オゾン処理に際
してのオゾンと被処理水との接触方法は、被処理
水中へのオゾン含有気体、例えばオゾン化空気の
吹込み、オゾン化空気中への被処理水の吹出し、
拡散、管内での気液向流接触、乱流混合など、い
ずれの方法でもよく、用途、目的に合つた接触効
率の良いものを用いればよい。また、被処理水を
収容する容器はいわゆる脱色、脱臭、殺菌などの
反応槽であり、それらの例としてはインジエクタ
ー型反応槽、気泡搭型反応槽、トリセリー型反応
槽、スプレー型反応槽、さらには攪拌器付接触槽
等がある。 なお、ここに本発明における一般的な放電処理
条件は、次の通りである。 電圧(KV):1〜100 放電量:1.0×10-3μA/cm2〜1.0mA/cm2)、 好ましくは1.0×10-1〜1.0μA/cm2 オゾン化空気通過流速(cm/sec): 1.0×10-2〜3.0×103、好ましくは0.1〜300 オゾン化空気濃度(mg/): 2.0×10-3〜80、好ましくは0.1〜10. (作用) ここで、添付図面を参照して本発明をさらに詳
述する。 第1図は、被処理水を収容した容器の浸漬型の
吹管を利用し、該吹管先端部からオゾン含有気体
を吹込んでオゾンを水中に吹込んで有機物、着色
物および微生物を酸化除去する方法および装置の
略式説明図である。 被処理水10は容器12内に経路14から入
り、処理後、排出路16から取り出される。 予め用意されたオゾン含有気体を収容する適宜
オゾン含有気体供給源18からのオゾン含有気体
は前記被処理水に浸漬された浸漬型の吹管20か
ら被処理水中に吹込まれる。吹管20の先端部に
は管内に挿入された電極線22がわずかに先端を
出して配設されている。 電極線は正極に、容器底部23は負極に接続さ
れ、アースされている。 オゾン含有気体を吹込むと吹管先端部には一種
の気泡が生じ被処理水の壁面で取り囲まれた空間
部分24が形成される。この場合、電極線が被処
理水壁面に接触しないならば、電圧を印加するこ
とによつてコロナ放電あるいはグロー放電を行う
ことができ、オゾンは被処理液と接触する直前さ
らには接触時にかかる空間部分24において放電
処理を受けるのである。オゾン処理により生じた
ガスはガス抜き26を経て排出される。 第2図は、吹管20の先端部の別の変更例を示
すもので、先端部を導電性もしくは絶縁性の多孔
質体30によつて閉じた構造の散気球に構成し、
その先端部内部で該多孔質体30(もしくは被処
理水)と挿入電極線22との間で放電してもよ
い。放電処理されたオゾン含有気体はただちにこ
の多孔質壁部を透過して被処理水中に吹き込まれ
るのである。 第3図は、さらに気液向流接触の例を模式的に
示すもので、管路32から流入、供給される被処
理水は上部溜34内に堰36によつて一時的に溜
められてから、溢流がぬれ壁面38を伝つて流下
し、排出管39から排出される。一方、オゾン含
有気体は導入口である管路40から流入し、上述
のように流下してくる被処理水の流れの上を向流
で流れ、上部溜34を経て排出口である管路42
から排出される。このぬれ壁面38を形成する案
内処理管44には流れ方向に沿つて線状電極46
がオゾン含有気体の流れ内の空間に配設されてお
り、一方、壁面38はアース電極を介してアース
されている。したがつて、オゾンと被処理水と向
流での接触時に上記電極と壁面38との間に電圧
をかけると両接触面間に放電が起こり、オゾンの
活性化、溶解が促進され、利用効率が高められ
る。 次に、本発明を実施例によつてさらに説明す
る。 実施例 1 本例では第1図に示す装置を使つてメチレンブ
ルーの脱色を行つた。ただし、吹管先端部は第2
図に示す絶縁性の多孔質の散気球を使つた。 実験条件は第1表に示す通りであつた。 結果を第4図にグラフにまとめて示す。 この方法により例えばメチレンブルーの濃度を
半分にするためには約11分かかるが、これは対照
の14.5分に比べて約25%の短縮が可能となること
を意味する。したがつて、それだけ処理量を増加
させたり、あるいはオゾン量を節約することがで
きるのである。 第1表 メチレンブルー濃度 :10ppm 被処理水量 :500ml ガス吹込量 :250ml/min ガス吹込時間 :40分 オゾン濃度 :0.2〜0.4mg/、 3.5〜6.5mg/ 放電電圧、電流 :DC−10KV、12μA 散気球球径 :20mm 平均開孔径 :60〜70μm 実施例 2 本例では実際のし尿処理場の二次処理水の分解
実験を行つた。この実験では処理水量や放電条件
などを一定条件にしておいて、オゾン濃度を変化
させた場合について調べた。実験条件は次の通り
であつた。なお、得られた結果は第3表にまとめ
て示す。 第3表に示す結果からも明らかなように、オゾ
ン濃度により差はあるが、いずれの場合にも、放
電により処理時間は必ず短縮されていることがわ
かる。 第2表 被処理水量 :500ml ガス吹込量 :250ml/min ガス吹込時間 :40分 オゾン濃度 :0.2〜0.4mg/、 3.5〜6.5mg/ 放電電圧、電流 :DC−10KV、12μA 散気球球径 :20mm 平均開孔径 :60〜70μm
(Industrial Application Field) The present invention relates to a method and apparatus for improving the efficiency of ozone treatment, particularly an ozone treatment characterized by subjecting an ozone-containing gas to a discharge treatment immediately before adding the ozone-containing gas to water to be treated. The present invention relates to a method and apparatus for improving efficiency. Here, ozone treatment is a general treatment in which decolorization, deodorization, sterilization, or decomposition of organic matter is performed by adding ozone. (Prior Art) So-called ozone treatment methods such as sterilization, decolorization, deodorization, and COD removal of water, sewage, and industrial wastewater that utilize the strong oxidizing power of ozone are well known. Ozone quickly converts into oxygen in water, so it has many advantages since it does not have the problems of generating trihalomethanes, changes in pH, and residual corrosive chlorine or sodium ions that occur when using oxidizing agents such as chlorine. . However, the common method for producing ozone is silent discharge in dry air, which requires equipment costs and electricity costs, making it relatively expensive compared to methods such as chlorination. Therefore, in the current ozone treatment, a method is used to increase the usage efficiency of ozone by increasing the contact area and contact time between the ozone and the object to be treated, but the area required for treatment,
Many problems remain, including running costs. (Problems to be Solved by the Invention) Therefore, the purpose of the present invention is to solve the problem by dissolving ozone,
An object of the present invention is to provide an efficient method and apparatus for ozonating water, which accelerates the reaction rate by using plasma such as corona discharge and increases the utilization rate of ozone. Furthermore, the purpose of the present invention is to improve the utilization efficiency of ozone in the sterilization, decolorization, deodorization, and COD removal of water and sewage water, as well as in the production of sterilized water necessary in the fields of food, medicine, hospitals, LSI manufacturing plants, biochemistry, etc. An object of the present invention is to provide an ozone treatment method and apparatus that enhance the ozone treatment. (Means for Solving the Problems) Thus, the gist of the present invention is to introduce ozone gas prepared in advance outside the system into the treatment system in ozone treatment performed by bringing ozone into contact with the water to be treated. This is a method for improving the efficiency of ozone treatment, which is characterized in that the ozone-containing gas is subjected to a discharge treatment immediately before or at the time of contacting the ozone-containing gas with the water to be treated. According to a preferred embodiment of the present invention, the ozone treatment includes all types of water treatment using ozone, but particularly when the present invention is applied to decolorization, deodorization, sterilization, or decomposition of organic matter, etc. effective. Furthermore, when using a blowpipe for blowing gas, by performing the discharge treatment of the ozone-containing gas inside the tip of the blowpipe, it is possible to perform the discharge treatment immediately before adding the ozone-containing gas to the water to be treated. In that case, a discharge electrode may be inserted into the tip of the blowpipe, and a ground electrode may be provided on the water to be treated to cause discharge between the water to be treated and the discharge efficiency to be increased. Furthermore, according to another aspect of the present invention, the ozone-containing gas is caused to come into contact with the flow of the water to be treated while flowing in a countercurrent manner, and the ozone-containing gas is subjected to discharge treatment at that time. Of course, as mentioned above,
The water to be treated may be grounded by connecting it to a ground electrode, and the ozone-containing gas may be applied to a discharge electrode provided in the flow to generate a discharge between the water to be treated and the gas. When performing countercurrent contact as described above, the water to be treated does not flow in a horizontal plane, but falls vertically or flows down an inclined surface, while the ozone-containing gas flows upward from below. From the viewpoint of contact efficiency, it is also desirable to allow the mixture to flow. The discharge treatment is generally a corona discharge treatment or a glow discharge treatment. The power source may be positive, negative, or alternating current. According to another feature of the present invention, the present invention includes a container containing water to be treated, a blowpipe connected to an ozone-containing gas source, and blowing the ozone-containing gas into the water to be treated to bring the ozone into contact with the water to be treated. , an ozone treatment device comprising: a discharge electrode inserted into the tip of the blowpipe; and a ground electrode disposed within the container and near the tip of the blowpipe. Note that the ground electrode may be placed at an appropriate position so as to be electrically connected to the water to be treated, and in that case, the discharge treatment is performed between the water to be treated and the discharge electrode. The tip of the blowpipe may form a discharge space depending on the pressure of the supplied gas, or the tip may be closed with a gas-permeable conductive porous material or an insulating porous material. (referred to as a diffuser balloon)
A discharge treatment may be performed between the electrode and the porous body (or the water to be treated). This gas permeable porous body may be either conductive or insulating, but is preferably insulative so that discharge can occur directly on the liquid surface. According to another aspect of the present invention, the ozone treatment device includes a guide treatment path through which water to be treated flows from one end and discharges the water to be treated from the other end, An ozone-containing gas inlet and an outlet for causing ozone-containing gas to flow in a countercurrent flow, the ozone-containing gas inlet and outlet being disposed along the longitudinal direction of the guide treatment path within the flow area of the ozone-containing gas within the guide treatment path. and an arc electrode electrically connected to the water to be treated. The shape of the guide treatment path is not particularly limited as long as the ozone-containing gas and the water to be treated are brought into contact with each other efficiently, but for example, it may have an inclined or vertical closed gutter-like structure, and may be formed from above. The water to be treated may flow downward, and the ozone-containing gas may flow upward from below. In that case, it is preferable to provide a weir at the top to create a type of reservoir so that overflowing water to be treated flows down the gutter. When the ozone-containing gas flows down the gutter-like portion, a discharge treatment is performed between the ozone-containing gas and the water to be treated. As described above, in the present invention, the method of bringing ozone into contact with the water to be treated during ozone treatment includes blowing an ozone-containing gas, such as ozonized air, into the water to be treated, and introducing the water to be treated into the ozonized air. speech bubble,
Any method may be used, such as diffusion, gas-liquid countercurrent contact in a pipe, or turbulent mixing, and it is sufficient to use a method with good contact efficiency that suits the application and purpose. In addition, the containers that contain the water to be treated are so-called reaction tanks for decolorization, deodorization, sterilization, etc. Examples of these include injector-type reaction tanks, bubble-tower-type reaction tanks, tricary-type reaction tanks, spray-type reaction tanks, and more. There is a contact tank with a stirrer, etc. Note that the general discharge treatment conditions in the present invention are as follows. Voltage (KV): 1 ~ 100 Discharge amount: 1.0 × 10 -3 μA/cm 2 ~ 1.0 mA/cm 2 ), preferably 1.0 × 10 -1 ~ 1.0 μA/cm 2 Ozonated air passing flow rate (cm/sec ): 1.0×10 -2 to 3.0×10 3 , preferably 0.1 to 300 Ozonized air concentration (mg/): 2.0×10 -3 to 80, preferably 0.1 to 10. The present invention will be described in further detail with reference to the following. Figure 1 shows a method for oxidizing and removing organic matter, colored matter, and microorganisms by blowing ozone-containing gas into the water by blowing ozone-containing gas from the tip of the blowpipe using a submerged blowpipe in a container containing water to be treated; FIG. 2 is a schematic explanatory diagram of the device. The water to be treated 10 enters the container 12 through a path 14 and is taken out through a discharge path 16 after being treated. The ozone-containing gas from an appropriate ozone-containing gas supply source 18 containing ozone-containing gas prepared in advance is blown into the water to be treated from a submerged blowpipe 20 immersed in the water to be treated. At the tip of the blowpipe 20, an electrode wire 22 inserted into the tube is arranged with the tip slightly protruding. The electrode wire is connected to the positive electrode, and the container bottom 23 is connected to the negative electrode, which is grounded. When ozone-containing gas is blown into the blowpipe, a type of bubble is generated at the tip of the blowpipe, forming a space 24 surrounded by a wall of the water to be treated. In this case, if the electrode wire does not contact the wall surface of the water to be treated, corona discharge or glow discharge can be performed by applying a voltage, and ozone is released into the space just before contacting the liquid to be treated, as well as in the space at the time of contact. The portion 24 undergoes the discharge treatment. Gas generated by the ozone treatment is discharged through a gas vent 26. FIG. 2 shows another modification of the tip of the blowpipe 20, in which the tip is configured as a diffuser bulb with a structure closed by a conductive or insulating porous body 30,
Electric discharge may occur between the porous body 30 (or the water to be treated) and the inserted electrode wire 22 inside the tip thereof. The discharge-treated ozone-containing gas immediately passes through this porous wall and is blown into the water to be treated. FIG. 3 further schematically shows an example of gas-liquid countercurrent contact, in which the water to be treated flowing in and being supplied from the pipe line 32 is temporarily stored in the upper reservoir 34 by the weir 36. From there, the overflow flows down along the wet wall surface 38 and is discharged from the discharge pipe 39. On the other hand, the ozone-containing gas flows in from the pipe 40 which is the introduction port, flows countercurrently above the flow of the water to be treated flowing down as described above, passes through the upper reservoir 34, and then flows through the pipe 40 which is the discharge port.
is discharged from. A linear electrode 46 is provided along the flow direction in the guide processing tube 44 that forms this wetted wall surface 38.
is arranged in a space within the flow of ozone-containing gas, while the wall surface 38 is grounded via a ground electrode. Therefore, when a voltage is applied between the electrode and the wall surface 38 when ozone and the water to be treated come into contact with each other in a countercurrent flow, a discharge occurs between both contact surfaces, promoting activation and dissolution of ozone, and improving utilization efficiency. is enhanced. Next, the present invention will be further explained by examples. Example 1 In this example, methylene blue was decolorized using the apparatus shown in FIG. However, the tip of the blowpipe is
The insulating porous air diffuser shown in the figure was used. The experimental conditions were as shown in Table 1. The results are summarized in a graph in Figure 4. For example, it takes about 11 minutes to halve the concentration of methylene blue using this method, which means that it is possible to reduce the concentration by about 25% compared to the control time of 14.5 minutes. Therefore, the amount of treatment can be increased or the amount of ozone can be saved. Table 1 Methylene blue concentration: 10ppm Amount of water to be treated: 500ml Gas injection amount: 250ml/min Gas injection time: 40 minutes Ozone concentration: 0.2~0.4mg/, 3.5~6.5mg/Discharge voltage, current: DC-10KV, 12μA dispersion Balloon diameter: 20 mm Average pore diameter: 60 to 70 μm Example 2 In this example, an experiment was conducted to decompose secondary treated water from an actual human waste treatment plant. In this experiment, we investigated the case where the amount of treated water and discharge conditions were kept constant, and the ozone concentration was varied. The experimental conditions were as follows. The results obtained are summarized in Table 3. As is clear from the results shown in Table 3, although there are differences depending on the ozone concentration, it can be seen that in any case, the treatment time is always shortened due to discharge. Table 2 Amount of water to be treated: 500ml Gas injection amount: 250ml/min Gas injection time: 40 minutes Ozone concentration: 0.2~0.4mg/, 3.5~6.5mg/ Discharge voltage, current: DC-10KV, 12μA Diffusion bulb diameter: 20mm Average pore diameter: 60~70μm

【表】【table】

【表】 また同流量(250ml/min)の流速でのコロナ
放電の前後におけるオゾン濃度の変化について調
べたところ第4表に示すようになつた。本発明に
よる放電処理によつてもオゾン濃度それ自体は変
化していないのが分かる。
[Table] Table 4 shows the changes in ozone concentration before and after corona discharge at the same flow rate (250 ml/min). It can be seen that the ozone concentration itself did not change even with the discharge treatment according to the present invention.

【表】 第5図のグラフは以上の結果をグラフにまとめ
たものである。 (発明の効果) このように、本発明によれば、必要オゾン量の
低減化、したがつて同程度の利用率を得るために
必要な設備費、運転費の削減ができる。このオゾ
ンの利用効率は通常ほぼ20〜30%の向上が期待さ
れる。 また、処理時間が短縮されるため、処理装置の
小型化、運転時間の短縮処理能力の増大が実現で
きる。この運転時間の短縮は30%にまでのぼる。
[Table] The graph in Figure 5 summarizes the above results. (Effects of the Invention) As described above, according to the present invention, the required amount of ozone can be reduced, and therefore the equipment cost and operating cost required to obtain the same utilization rate can be reduced. The utilization efficiency of this ozone is usually expected to improve by approximately 20 to 30%. Furthermore, since the processing time is shortened, it is possible to downsize the processing device, reduce operating time, and increase processing capacity. This reduction in driving time amounts to up to 30%.

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

第1図は、本発明にかかる装置の略式説明図;
第2図は、第1図の吹管先端部の構造の変更例を
示す略式説明図;第3図は、本発明の別の装置を
示す略式説明図;第4図は、第1図および第2図
に示す装置を使つてメチレンブルーの脱色を行つ
た結果を示すグラフ;および第5図は、フレミン
酸ナトリウムの分解の様子を示すグラフである。 10……被処理水、12……容器、14……経
路、16……排出路、18……オゾン含有ガス供
給源、20……吹管、22……電極線。
FIG. 1 is a schematic explanatory diagram of the apparatus according to the present invention;
2 is a schematic explanatory diagram showing a modification of the structure of the tip of the blowpipe in FIG. 1; FIG. 3 is a schematic explanatory diagram showing another device of the present invention; FIG. 2 is a graph showing the results of decolorizing methylene blue using the apparatus shown in FIG. 2; and FIG. 5 is a graph showing the state of decomposition of sodium fremate. DESCRIPTION OF SYMBOLS 10... Water to be treated, 12... Container, 14... Route, 16... Discharge path, 18... Ozone-containing gas supply source, 20... Blowpipe, 22... Electrode wire.

Claims (1)

【特許請求の範囲】 1 オゾンと被処理水とを接触させて行うオゾン
処理において、予め系外で用意されたオゾン気体
を処理系に導入し、当該オゾン含有気体を被処理
水に接触させる直前もしくは接触時に該オゾン含
有気体を放電処理することを特徴とする、オゾン
処理の効率向上方法。 2 前記オゾン処理が脱色、脱臭、殺菌、もしく
は有機物の分解である、特許請求の範囲第1項記
載の方法。 3 オゾンと被処理水との接触を被処理水に浸漬
させた吹管を経てオゾン含有気体を吹込むことに
より行い、該吹管の先端部内において前記オゾン
含有気体の放電処理を行い、特許請求の範囲第1
項または第2項記載の方法。 4 前記吹管の先端部内の放電電極を挿設し、被
処理水にアース電極を設けて前記放電処理を行
う、特許請求の範囲第3項記載の方法。 5 オゾンと被処理水との接触を被処理水の流れ
の上に向流でオゾン含有気体を流すことにより行
い、該オゾン含有気体の流れ内において該オゾン
含有気体の放電処理を行う、特許請求の範囲第1
項または第2項記載の方法。 6 前記オゾン含有気体の流れ内に放電電極を挿
設するとともに、被処理水に導通してアース電極
を設けた、特許請求の範囲第5項記載の方法。 7 前記放電処理がコロナ放電処理またはグロー
放電処理である、特許請求の範囲第1項ないし第
6項のいずれかに記載の方法。 8 被処理水を収容する容器、オゾン含有気体源
に接続され、該被処理水にオゾン含有気体を吹き
込んでオゾンと被処理水との接触を行う吹管、該
吹管の先端部内に挿入された放電電極、および前
記容器内であつて、かつ該吹管先端の近傍に配置
されたアース電極から構成された、オゾン処理装
置。 9 前記吹管の先端部を気体透過性の導電多孔質
体で構成し、前記電極と該多孔質体との間で放電
処理を行う、特許請求の範囲第8項記載の装置。 10 前記吹管の先端部を気体透過性の絶縁多孔
質体で構成し、前記電極と該多孔質体の周囲の被
処理水との間で放電処理を行う、特許請求の範囲
第8項記載の装置。 11 一端から被処理水を流し、他端から排出す
る案内処理路であつて、この案内処理路内の被処
理水の流れの上を向流でオゾン含有気体を流すオ
ゾン含有気体の導入口および排出口を備えた案内
処理路、前記オゾン含有気体の流れの領域内にあ
つて、該案内処理路の長手方向に沿つて配設され
た放電電極、および前記被処理水の流れに導通し
たアース電極から構成された、オゾン処理装置。 12 前記案内処理路が、傾斜した密閉型の樋状
をなしており、被処理水がその傾斜床面を流下す
る際に下方からのオゾン含有気体と向流で接触す
る、特許請求の範囲第11項記載の装置。
[Claims] 1. In ozone treatment performed by bringing ozone and water to be treated into contact, ozone gas prepared in advance outside the system is introduced into the treatment system, and immediately before the ozone-containing gas is brought into contact with the water to be treated. Alternatively, a method for improving the efficiency of ozone treatment, which comprises subjecting the ozone-containing gas to discharge treatment upon contact. 2. The method according to claim 1, wherein the ozone treatment is decolorization, deodorization, sterilization, or decomposition of organic matter. 3. The contact between ozone and the water to be treated is carried out by blowing ozone-containing gas through a blowpipe immersed in the water to be treated, and the discharge treatment of the ozone-containing gas is performed within the tip of the blowpipe. 1st
or the method described in paragraph 2. 4. The method according to claim 3, wherein the discharge treatment is performed by inserting a discharge electrode into the tip of the blowpipe and providing a ground electrode in the water to be treated. 5. A patent claim in which ozone and the water to be treated are brought into contact by flowing an ozone-containing gas countercurrently over the flow of the water to be treated, and the discharge treatment of the ozone-containing gas is performed within the flow of the ozone-containing gas. range 1
or the method described in paragraph 2. 6. The method according to claim 5, wherein a discharge electrode is inserted into the flow of the ozone-containing gas and a ground electrode is provided in electrical continuity with the water to be treated. 7. The method according to any one of claims 1 to 6, wherein the discharge treatment is a corona discharge treatment or a glow discharge treatment. 8 A container containing water to be treated, a blowpipe that is connected to an ozone-containing gas source and that blows the ozone-containing gas into the water to bring the ozone into contact with the water to be treated, and a discharge tube inserted into the tip of the blowpipe. An ozone treatment device comprising: an electrode; and a ground electrode disposed within the container and near the tip of the blowpipe. 9. The device according to claim 8, wherein the tip of the blowpipe is made of a gas-permeable conductive porous material, and a discharge treatment is performed between the electrode and the porous material. 10. The method according to claim 8, wherein the tip of the blowpipe is made of a gas-permeable insulating porous material, and a discharge treatment is performed between the electrode and the water to be treated around the porous material. Device. 11 An ozone-containing gas inlet, which is a guide treatment path through which the water to be treated flows from one end and is discharged from the other end, and which allows the ozone-containing gas to flow countercurrently above the flow of the water to be treated in the guide treatment path; A guide treatment path provided with a discharge port, a discharge electrode disposed along the longitudinal direction of the guide treatment path within the region of the flow of the ozone-containing gas, and a ground conductive to the flow of the water to be treated. An ozone treatment device consisting of electrodes. 12. The guide treatment path is in the form of an inclined closed gutter, and when the water to be treated flows down the inclined floor surface, it comes into contact with the ozone-containing gas from below in a countercurrent manner. The device according to item 11.
JP26053085A 1985-11-20 1985-11-20 Method and device for improving efficiency of ozone treatment Granted JPS62121695A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26053085A JPS62121695A (en) 1985-11-20 1985-11-20 Method and device for improving efficiency of ozone treatment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26053085A JPS62121695A (en) 1985-11-20 1985-11-20 Method and device for improving efficiency of ozone treatment

Publications (2)

Publication Number Publication Date
JPS62121695A JPS62121695A (en) 1987-06-02
JPH0516916B2 true JPH0516916B2 (en) 1993-03-05

Family

ID=17349243

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26053085A Granted JPS62121695A (en) 1985-11-20 1985-11-20 Method and device for improving efficiency of ozone treatment

Country Status (1)

Country Link
JP (1) JPS62121695A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6501810B1 (en) 1998-10-13 2002-12-31 Agere Systems Inc. Fast frame synchronization
KR101179691B1 (en) 2007-04-11 2012-09-04 바실리 파볼로비치 바하르 Method for treating water and aqueous solutions by means of a gas-discharge plasma and a device for carrying out said method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5015354A (en) * 1973-06-14 1975-02-18

Also Published As

Publication number Publication date
JPS62121695A (en) 1987-06-02

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