JPH03143594A - Water treatment - Google Patents
Water treatmentInfo
- Publication number
- JPH03143594A JPH03143594A JP27870089A JP27870089A JPH03143594A JP H03143594 A JPH03143594 A JP H03143594A JP 27870089 A JP27870089 A JP 27870089A JP 27870089 A JP27870089 A JP 27870089A JP H03143594 A JPH03143594 A JP H03143594A
- Authority
- JP
- Japan
- Prior art keywords
- ozone
- water
- treated
- gas
- ozone reaction
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 64
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 claims abstract description 94
- 238000006243 chemical reaction Methods 0.000 claims abstract description 43
- 239000003054 catalyst Substances 0.000 claims abstract description 33
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 15
- 239000007788 liquid Substances 0.000 claims abstract description 12
- 230000003647 oxidation Effects 0.000 claims abstract description 11
- 238000002156 mixing Methods 0.000 claims abstract description 10
- 239000000945 filler Substances 0.000 claims description 18
- 238000000034 method Methods 0.000 claims description 16
- 230000001737 promoting effect Effects 0.000 claims description 6
- 230000000630 rising effect Effects 0.000 claims description 2
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 abstract description 34
- 239000002002 slurry Substances 0.000 abstract description 7
- 239000000463 material Substances 0.000 abstract description 4
- 238000012856 packing Methods 0.000 abstract 3
- 230000005484 gravity Effects 0.000 abstract 1
- 239000000203 mixture Substances 0.000 abstract 1
- 239000007789 gas Substances 0.000 description 17
- 239000000126 substance Substances 0.000 description 9
- OFOBLEOULBTSOW-UHFFFAOYSA-N Malonic acid Chemical compound OC(=O)CC(O)=O OFOBLEOULBTSOW-UHFFFAOYSA-N 0.000 description 8
- 238000005273 aeration Methods 0.000 description 5
- 238000000354 decomposition reaction Methods 0.000 description 5
- 238000000926 separation method Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 239000005446 dissolved organic matter Substances 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000006228 supernatant Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 244000241257 Cucumis melo Species 0.000 description 1
- 235000015510 Cucumis melo subsp melo Nutrition 0.000 description 1
- 241000218691 Cupressaceae Species 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- FJJCIZWZNKZHII-UHFFFAOYSA-N [4,6-bis(cyanoamino)-1,3,5-triazin-2-yl]cyanamide Chemical compound N#CNC1=NC(NC#N)=NC(NC#N)=N1 FJJCIZWZNKZHII-UHFFFAOYSA-N 0.000 description 1
- 230000002378 acidificating effect Effects 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000006103 coloring component Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- GPRLSGONYQIRFK-UHFFFAOYSA-N hydron Chemical compound [H+] GPRLSGONYQIRFK-UHFFFAOYSA-N 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 239000013067 intermediate product Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 230000001590 oxidative effect Effects 0.000 description 1
- 230000036284 oxygen consumption Effects 0.000 description 1
- 150000002978 peroxides Chemical class 0.000 description 1
- 230000001376 precipitating effect Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 230000001954 sterilising effect Effects 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Landscapes
- Treatment Of Water By Oxidation Or Reduction (AREA)
Abstract
Description
【発明の詳細な説明】
[発明の目的]
(産業上の利用分野)
本発明は汚染された水をオゾンによって浄化する水処理
方法の改良に関する。DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Industrial Application Field) The present invention relates to an improvement in a water treatment method for purifying contaminated water with ozone.
(従来の技術)
通常、オゾンは空気または酸素の無声放電作用、紫外線
作用、史には水溶液の電解作用等によって作られ、オゾ
ン含有体として得られる。(Prior Art) Ozone is usually produced as an ozone-containing substance by the silent discharge action of air or oxygen, the action of ultraviolet light, or even the electrolytic action of an aqueous solution.
従来より、かかるオゾンの酸化力を利用した汚染水の浄
化処理が店く行われている。例えば欧州などでは190
6年から上水の殺菌処理を目的としてオゾン処理が行わ
れており、我国でも全国的にし米処理施設の廃水処理時
に脱色を目的として利用されている。さらに、工業廃水
、特殊用水におけるa機物の酸化処理等にも利用されて
いる。Conventionally, contaminated water has been purified using the oxidizing power of ozone. For example, in Europe, 190
Ozone treatment has been carried out for the purpose of sterilizing tap water since 2006, and it is also used throughout Japan for the purpose of decolorizing wastewater treatment at rice processing facilities. Furthermore, it is also used for the oxidation treatment of substances in industrial wastewater and special purpose water.
ところで、このオゾンによる水処理方法は、砕石等を充
填したオゾン反応槽の底部に散気管またはインジェクタ
ーが取り付けられ、これら散気管またはインジェクター
から微細なオゾン含有気体を散気する。その結果、オゾ
ン反応種の下部から上昇する気泡中のオゾン含有気体が
被処理水中に溶解し、この被処理水の連続層と気液接触
することにより、被処理水に含まれる19染物質を酸化
して浄化する方法である。このオゾンによる水処理は被
処理水中の溶存有機物の酸化に利用され、特に着色成分
などの不飽和結合の反応が速く、脱色効果が極めて高い
ものである。By the way, in this water treatment method using ozone, an aeration pipe or an injector is attached to the bottom of an ozone reaction tank filled with crushed stone or the like, and fine ozone-containing gas is diffused from the aeration pipe or injector. As a result, the ozone-containing gas in the bubbles rising from the bottom of the ozone reactive species dissolves in the water to be treated and comes into contact with a continuous layer of the water to be treated, thereby removing the 19 dye substances contained in the water to be treated. This is a method of purification by oxidation. This water treatment with ozone is used to oxidize dissolved organic matter in the water to be treated, and in particular, the reaction of unsaturated bonds such as coloring components is fast, and the decolorizing effect is extremely high.
(発明が解決しようとする課通)
しかし、以上のような水処理方法においては、オゾンに
よるCOD (化学的酸素消費量)などのへ下が彼処理
水中の溶存何機物の酸化による酸素j重子の瓜のみに依
存し、不飽和結合をもたない溶存f了機物には余り角効
なものではなかった。(The section that the invention seeks to solve) However, in the water treatment method described above, the COD (chemical oxygen consumption) caused by ozone is reduced, and the amount of oxygen caused by the oxidation of various substances dissolved in the treated water is reduced. It was not very effective against dissolved molecules that depended only on Shigeko's melon and had no unsaturated bonds.
本発明は上記実情に鑑みてなされたもので、不飽和結合
をもたない溶存有機物でも確実にオゾン酸化を行いiす
、オゾンによる処理効率の向上を図る水処理方法を提供
することを目的とする。The present invention was made in view of the above circumstances, and an object of the present invention is to provide a water treatment method that reliably performs ozone oxidation even with dissolved organic matter having no unsaturated bonds and improves treatment efficiency with ozone. do.
[発明の購戊]
(課題を解決するための手段および作用)本発明は上記
課題を解決するために、オゾン反応促進媒体である触媒
と彼処理水とを混合し、この混合水をオゾン反応冶内部
の気液接触用充填材に散布し、気液接触用充填材の表面
に彼処理水1、+に浪人される触媒を吸着させる。この
とき、オゾン反応槽下部より気液接触用充填材を通って
オゾン化ガスが上昇してくるが、このオゾン化ガスが前
記気液接触用充填材表面の触媒と気液接触を行うことに
より、オゾン酸化反応を促進させることができ、不飽和
結合をもたない溶存h゛機物も確実にオゾン酸化を行う
ことができる。[Purchase of the invention] (Means and effects for solving the problems) In order to solve the above problems, the present invention mixes a catalyst, which is an ozone reaction promoting medium, with treated water, and subjects this mixed water to an ozone reaction. The catalyst is sprayed on the gas-liquid contact filler inside the furnace, and the catalyst that is added to the treated water is adsorbed onto the surface of the gas-liquid contact filler. At this time, ozonized gas rises from the bottom of the ozone reaction tank through the gas-liquid contact filler, and this ozonized gas makes gas-liquid contact with the catalyst on the surface of the gas-liquid contact filler. , the ozone oxidation reaction can be promoted, and ozone oxidation can be reliably carried out even with dissolved organic substances having no unsaturated bonds.
(実施例)
以下、本発明方法の実施例を説明するに先立ち、本発明
者らによって上記問題点を解明する過程で行われた最も
効果的な実験例について説明する。(Example) Before describing the example of the method of the present invention, the most effective experimental example conducted by the present inventors in the process of solving the above problems will be described below.
本発明者らは種々の実験を情み重ねる過程で水中にオゾ
ン酸化反応を促進する懸濁触媒を分散させたところ、オ
ゾン酸化処理が効果的に行われることを見出だした。そ
こで、この懸濁触媒を種々調査したところ、その1つと
して酸化鉄がオゾン酸化反応を促進させることが分かっ
た。以下、−その実験例について述べる。In the process of conducting various experiments, the present inventors discovered that ozone oxidation treatment was effectively carried out when a suspended catalyst that promoted ozone oxidation reaction was dispersed in water. Therefore, we investigated various suspension catalysts and found that iron oxide, one of them, promotes the ozone oxidation reaction. Below, an example of the experiment will be described.
実験例
先ず、第1の実験例においては、マロン酸溶液のみをオ
ゾン処理した例であって、具体的にはマロン酸100
ppm溶戚250m1を洗気ビンに入れた後、オゾン化
空気0.5ρ/win(オゾン濃度15B/47)で処
理したところ、時間の経過とともにCOD、TOC1機
体炭素)、PH(水素イオン濃度)は第1表のような結
果が視られた。Experimental Example First, in the first experimental example, only the malonic acid solution was ozone treated, and specifically, malonic acid 100
After putting 250ml of ppm melt into an air washing bottle, it was treated with ozonized air at 0.5ρ/win (ozone concentration 15B/47), and over time COD, TOC (aircraft carbon), and PH (hydrogen ion concentration) The results shown in Table 1 were seen.
第 1
表
次に、第2の実験例においては、マロン酸溶液に酸化鉄
を懸濁してオゾン処理を行った例であって、具体的には
マロン酸100 pplmの溶液250m1と酸化鉄P
c2o を2.0gとを洗気ビンに入れた後、1ii
1様にオゾン化空気0.5D/win (オゾン濃度
15n+g/ρでオゾン処理を行ったところ、第2表の
ような結果が得られた。Table 1 Next, in the second experimental example, iron oxide was suspended in a malonic acid solution and ozone treatment was performed. Specifically, 250 ml of a solution containing 100 ppl of malonic acid and iron oxide
After putting 2.0g of c2o into the air washing bottle, 1ii
When ozone treatment was carried out using ozonized air at 0.5 D/win (ozone concentration 15 n+g/ρ), the results shown in Table 2 were obtained.
44
表
従って、この2つの実験例から明らかなように、酸化鉄
を懸濁してオゾン処理を行った第2の実験例の方がC0
DSTOCの減少量が大きくなっている。このことは、
通常、酸性液ではオゾン酸化が起こりにくいが、酸化鉄
が添加されたことによりPH3以下であっても反応が促
進されることが分かる。このように酸化鉄を懸濁するこ
とによってオゾンの処理効果が上がるが、これは酸化鉄
表面にh°機物が成層してオゾン酸化の受は易い状態と
なり、さらにオゾンと何機物との反応によって生成する
過酸化物、過酸化水素などの中間生成物を通って何機物
が分解促進するものと考えられる。44 Table Therefore, as is clear from these two experimental examples, the second experimental example in which iron oxide was suspended and ozone treated had a higher CO
The amount of decrease in DSTOC is increasing. This means that
Normally, ozone oxidation is difficult to occur in acidic liquids, but it can be seen that the addition of iron oxide promotes the reaction even at pH 3 or lower. By suspending iron oxide in this way, the ozone treatment effect is improved, but this is because the iron oxide surface becomes a layer of h°organisms, making it more susceptible to ozone oxidation, and furthermore, the ozone and the It is thought that several substances promote decomposition through intermediate products such as peroxide and hydrogen peroxide produced by the reaction.
そこで、本発明方法においては、オゾン反応効率を高め
る触媒を用いて水処理を行うことにあり、さらに具体的
に述べれば、オゾン含有気体を気液接触させるオゾン反
応槽の内部にレンガ、砕石等の充填材を入れた後、被処
理水に触媒を均一混入した懸濁液を前記充填材上へスリ
ラー状に散布することにより、オゾン反応槽下部から供
給されるオゾン化ガスと接触させる方法をとっている。Therefore, in the method of the present invention, water treatment is performed using a catalyst that increases the ozone reaction efficiency.More specifically, bricks, crushed stones, etc. After adding the filler, a suspension in which the catalyst is uniformly mixed into the water to be treated is sprayed onto the filler in a thriller manner, thereby making it contact with the ozonized gas supplied from the bottom of the ozone reaction tank. I'm taking it.
以下、本発明方法を適用してなる水処理装置の一実施例
について第1図を参照して説明する。同図において11
は彼処理水中に溶存する有機物等の溶存物質をオゾンと
気密接触処理させるオゾン反応槽であって、これは縦方
向に筒状に形成され、反応槽内部の中腹部分にはレンガ
、砕石等の充填材12が所定の厚さ層を形成して充填さ
れている。Hereinafter, an embodiment of a water treatment apparatus to which the method of the present invention is applied will be described with reference to FIG. In the same figure, 11
This is an ozone reaction tank in which dissolved substances such as organic matter dissolved in the treated water are treated in airtight contact with ozone.This is formed into a vertical cylinder shape, and the middle part of the inside of the reaction tank is equipped with bricks, crushed stones, etc. The filler 12 is filled to form a layer with a predetermined thickness.
このオゾン反応槽11の下部−側面にはオゾン発生器(
図示せず)のオゾンをオゾン反応槽11内部に導くため
のオゾン含有気体導入配管13が取り付けられている。An ozone generator (
An ozone-containing gas introduction pipe 13 for introducing ozone (not shown) into the ozone reaction tank 11 is attached.
また、前記充填材12の下部側に位置してオゾン反応槽
11の内部にはオゾン含有気体導入配管13から導入さ
れたオゾン含有気体をオゾン反応′fJ11内部へ散気
するための散気管14が配置されている。Further, in the ozone reaction tank 11, located on the lower side of the filler 12, there is a diffuser pipe 14 for diffusing the ozone-containing gas introduced from the ozone-containing gas introduction pipe 13 into the ozone reaction 'fJ11. It is located.
15はオゾン反応槽11の底部としての役割を持つ皿状
の分離めであって、この分離槽15はその内底部にオゾ
ン反応を促進させるための懸濁触媒となる酸化鉄16が
沈着され、オゾン反応槽11で処理された処理水から懸
濁触媒を分離沈降させて上澄水である処理水を得る機能
を持っている。17は処理水を゛外部に流出する処理水
流出管である。Reference numeral 15 denotes a dish-shaped separator serving as the bottom of the ozone reaction tank 11. Iron oxide 16, which serves as a suspended catalyst for promoting the ozone reaction, is deposited on the inner bottom of the separator tank 15, and ozone It has a function of separating and precipitating the suspended catalyst from the treated water treated in the reaction tank 11 to obtain treated water which is supernatant water. Reference numeral 17 denotes a treated water outflow pipe that drains the treated water to the outside.
18は分離槽15に沈降された懸濁触媒を引き扶くため
の触媒引抜弁であって、この触媒引抜弁18によって引
抜いた懸濁触媒は混合槽19に供給される。この混合槽
19では彼処理水導水管20から導入される彼処理水と
触媒引抜弁18によってスラリー状に引抜いた触媒とを
混合する。Reference numeral 18 denotes a catalyst withdrawal valve for withdrawing the suspended catalyst settled in the separation tank 15 , and the suspended catalyst withdrawn by the catalyst withdrawal valve 18 is supplied to the mixing tank 19 . In this mixing tank 19, the treated water introduced from the treated water conduit pipe 20 and the catalyst extracted in the form of slurry by the catalyst extraction valve 18 are mixed.
21はスラリーポンプであって、これは混合槽19から
混合水を取り込んで前記オゾン反応槽11上部の充填材
12上部に設けた散水管22に送水される。23はオゾ
ン反応槽11で未反応のオゾン含6゛気体を処理するオ
ゾン分解装置である。Reference numeral 21 denotes a slurry pump, which takes in mixed water from the mixing tank 19 and sends it to a water spray pipe 22 provided above the filler 12 above the ozone reaction tank 11. 23 is an ozone decomposition device for treating unreacted ozone-containing gas in the ozone reaction tank 11.
従って、以上のようなオゾン処理装置によれば、下排水
τの被処理水を被処理水導水管20を通して7,7合冶
19に導入すると、この混合槽19内では被処理水と触
媒引抜弁18から引抜いたオゾン反応効率を促進させる
ための触媒である酸化鉄16とが混合された後、スラリ
ーポンプ21にてオゾン反応Vj11の充填材12上に
徐々に散布される。Therefore, according to the ozone treatment apparatus as described above, when the treated water of the sewage τ is introduced into the 7, 7 joint 19 through the treated water conduit pipe 20, in this mixing tank 19, the treated water and the catalyst are removed. After being mixed with iron oxide 16, which is a catalyst for promoting the ozone reaction efficiency, which is pulled out from the valve 18, it is gradually sprinkled onto the filling material 12 for the ozone reaction Vj11 using the slurry pump 21.
このとき、オゾン発土器からオゾン含有気体導入配管1
3を介してオゾン反応槽11底部の散気管14にオゾン
含有気体が供給されているので、この散気管14からオ
ゾン含有気体がオゾン反応槽11の西部に散気されてい
る。この散気管14によって散気されたオゾン含有気体
は前記充填材12内を流下するスラリ状の被処理水と気
密接触を行いながらオゾン反応槽11の上部へ上昇する
。At this time, ozone-containing gas introduction pipe 1 from the ozone generator
3, the ozone-containing gas is supplied to the aeration pipe 14 at the bottom of the ozone reaction tank 11, so that the ozone-containing gas is diffused to the western part of the ozone reaction tank 11 from the aeration pipe 14. The ozone-containing gas diffused by the aeration pipe 14 rises to the upper part of the ozone reaction tank 11 while making airtight contact with the slurry-like water to be treated flowing down inside the filler 12 .
ここで、被処理水中に含まれる酸化鉄16はオゾンとの
反応効率を高める機能を有し、また充填材12は被処理
水との気液接触を増加される働きをもっている。Here, the iron oxide 16 contained in the water to be treated has a function of increasing reaction efficiency with ozone, and the filler 12 has a function of increasing gas-liquid contact with the water to be treated.
以上のようにしてオゾン反応槽11内で処理された水は
充填材12内を流下しながら分#1ta 15に貯留さ
れる。そこで、この分離槽15では懸濁触媒である酸化
鉄16を冶底部のテーパ一部分に自然沈吟させ、上澄水
である処理水を処理水流出管17を介して外部に取り出
す。The water treated in the ozone reaction tank 11 as described above flows down the filler 12 and is stored in the tank #1ta 15. Therefore, in this separation tank 15, iron oxide 16, which is a suspended catalyst, is allowed to settle naturally in a tapered portion of the bottom, and treated water, which is supernatant water, is taken out to the outside through a treated water outflow pipe 17.
一方、分離槽15の底部に沈降された懸濁触媒である酸
化鉄16は開弁された触媒引抜弁18をそのままスラリ
ー状に通って混合槽19に導かれる。従って、酸化鉄1
6はオゾン反応槽11内で繰返し使用することが可能で
ある。On the other hand, the iron oxide 16, which is a suspended catalyst settled at the bottom of the separation tank 15, passes through the opened catalyst withdrawal valve 18 in the form of a slurry and is led to the mixing tank 19. Therefore, iron oxide 1
6 can be used repeatedly in the ozone reaction tank 11.
なお、この処理過程においてオゾン反応Ie11中でオ
ゾン反応に利用されなかったオゾン含有気体はオゾン分
解させるためにオゾン反応槽11の上部よりオゾン分解
装置23に導き、ここで無害化した後、大気に排出され
る。In addition, in this treatment process, the ozone-containing gas that was not used for the ozone reaction in the ozone reaction Ie11 is led from the upper part of the ozone reaction tank 11 to the ozone decomposition device 23 for ozone decomposition, and after being rendered harmless here, it is released into the atmosphere. be discharged.
なお、上記丈施例では、連続的な流動水処理方法を考え
ているが、例えば被処理水導水管20の管路中に弁体を
取り付けて任意または定期的に弁閉して彼処理水の流入
を一時停止させることにより、分離冶15および混合槽
19に貯められた一定量の彼処理水を定時間循環させた
後、前記彼処理水を混合槽19に流入する工程を繰り返
すようなバッチ方式を採用してもよく、この場合には特
殊排水等、さらにCOD、TOCの値の高い排水も高効
弔に処理できる。また、触媒としては酸化鉄以外のオゾ
ン反応促進触媒についても同様に適用できることは言う
までもない。また、触媒によってオゾン酸化反応が促進
されることから、オゾン化ガス中のオゾンはオゾン濃度
の高いものが有効であることは言うまでもない。その他
、本発明はその要旨を逸脱しない範囲で種々変形して実
施できる。In the above example, a continuous flowing water treatment method is considered. By temporarily stopping the inflow of water, a certain amount of treated water stored in the separation tank 15 and the mixing tank 19 is circulated for a certain period of time, and then the process of flowing the treated water into the mixing tank 19 is repeated. A batch method may be adopted, and in this case, special wastewater and wastewater with high COD and TOC values can be treated with high efficiency. Moreover, it goes without saying that ozone reaction promoting catalysts other than iron oxide can be similarly applied as catalysts. Further, since the ozone oxidation reaction is promoted by the catalyst, it goes without saying that ozone in the ozonized gas with a high ozone concentration is effective. In addition, the present invention can be implemented with various modifications without departing from the gist thereof.
[発明の効果]
以上説明したように本発明によれば、オゾン反応促進媒
体(触媒)を懸濁させた被処理水をオゾン反応槽の充填
材を通すことにより、充填材表面の彼処理水に濡れた触
媒にオゾン化ガスが直接接触するために、不飽和結合を
持たない溶存有機物をもオゾン酸化によって水処理が可
能であり、効率的に優れたオゾンによる水処理を行うこ
とができる。。[Effects of the Invention] As explained above, according to the present invention, by passing the water to be treated in which the ozone reaction promoting medium (catalyst) is suspended through the filler of the ozone reaction tank, the treated water on the surface of the filler is Since the ozonated gas directly contacts the wet catalyst, it is possible to treat dissolved organic substances without unsaturated bonds by ozone oxidation, and water treatment using ozone can be carried out efficiently. .
第1図は本発明方法を適用した水処理装置の一実施例を
示す構成図である。
11・・・オゾン反応槽、12・・・充填材、13・・
・オゾンなa気体導入配管、14・・・散気管、15・
・・分離檜、16・・・酸化鉄(触媒)、17・・・処
理水流出管、18・・・触媒引抜弁、19・・・混合槽
、20・・・被処理水導水管、21・・・スラリーポン
プ、22・・・散水管、23・・・オゾン分解装置。
出廓人代理人 弁理士 鈴江武彦FIG. 1 is a block diagram showing an embodiment of a water treatment apparatus to which the method of the present invention is applied. 11... Ozone reaction tank, 12... Filler, 13...
・Ozone a gas introduction pipe, 14... Diffuser pipe, 15・
... Separation cypress, 16... Iron oxide (catalyst), 17... Treated water outflow pipe, 18... Catalyst withdrawal valve, 19... Mixing tank, 20... Treated water conduit pipe, 21 ...Slurry pump, 22...Water pipe, 23...Ozone decomposition device. Outsourcer agent Patent attorney Takehiko Suzue
Claims (1)
この混合水をオゾン反応槽内部の気液接触用充填材に散
布し、前記オゾン反応槽下部より気液接触用充填材を通
って上昇してくるオゾン化ガスと前記気液接触用充填材
表面に吸着する被処理水に混入する触媒とを気液接触さ
せてオゾン酸化処理を行うことを特徴とする水処理方法
。Mixing the catalyst, which is an ozone reaction promoting medium, and the water to be treated,
This mixed water is sprinkled on the gas-liquid contact filler inside the ozone reaction tank, and the ozonized gas rising from the bottom of the ozone reaction tank through the gas-liquid contact filler and the surface of the gas-liquid contact filler. 1. A water treatment method characterized by performing ozone oxidation treatment by bringing a catalyst mixed into treated water adsorbed into the water into gas-liquid contact with the catalyst.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27870089A JPH03143594A (en) | 1989-10-27 | 1989-10-27 | Water treatment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27870089A JPH03143594A (en) | 1989-10-27 | 1989-10-27 | Water treatment |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03143594A true JPH03143594A (en) | 1991-06-19 |
Family
ID=17600969
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP27870089A Pending JPH03143594A (en) | 1989-10-27 | 1989-10-27 | Water treatment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03143594A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04180888A (en) * | 1990-11-14 | 1992-06-29 | Kurita Water Ind Ltd | Ozone contact apparatus |
JPH057882A (en) * | 1991-07-05 | 1993-01-19 | Ngk Insulators Ltd | Ozone treatment of water |
US6129849A (en) * | 1998-10-23 | 2000-10-10 | Kansai Electric Power Co., Inc. | Process for accelerating reaction of ozone with AM catalyst |
WO2005065810A1 (en) * | 2003-12-05 | 2005-07-21 | Idemitsu Kosan Co., Ltd. | Catalyst supply device |
WO2007009306A1 (en) * | 2005-07-20 | 2007-01-25 | Yantai United Ozonetec Corporation | A spray atomizing type ozone gas water mixing apparatus |
CN105016455A (en) * | 2015-08-05 | 2015-11-04 | 江苏南大环保科技有限公司 | Method for improving ozone reaction efficiency |
-
1989
- 1989-10-27 JP JP27870089A patent/JPH03143594A/en active Pending
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04180888A (en) * | 1990-11-14 | 1992-06-29 | Kurita Water Ind Ltd | Ozone contact apparatus |
JPH057882A (en) * | 1991-07-05 | 1993-01-19 | Ngk Insulators Ltd | Ozone treatment of water |
US6129849A (en) * | 1998-10-23 | 2000-10-10 | Kansai Electric Power Co., Inc. | Process for accelerating reaction of ozone with AM catalyst |
WO2005065810A1 (en) * | 2003-12-05 | 2005-07-21 | Idemitsu Kosan Co., Ltd. | Catalyst supply device |
WO2007009306A1 (en) * | 2005-07-20 | 2007-01-25 | Yantai United Ozonetec Corporation | A spray atomizing type ozone gas water mixing apparatus |
CN105016455A (en) * | 2015-08-05 | 2015-11-04 | 江苏南大环保科技有限公司 | Method for improving ozone reaction efficiency |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US6361697B1 (en) | Decontamination reactor system and method of using same | |
CN107473435A (en) | A kind of catalysed oxidation processes of low concentration bio-refractory industrial organic waste water processing | |
WO1999033552A1 (en) | Vapor/liquid mixer and polluted water purification apparatus using the mixer | |
JPH0240296A (en) | Apparatus and method for treating waste water | |
KR101858028B1 (en) | Rapid complex water treatment system | |
CN104230059A (en) | Method for ozone oxidation comprehensive treatment of cyanide-containing waste water | |
JPH03143594A (en) | Water treatment | |
JP2002177990A (en) | Water cleaning method and water cleaning plant | |
JP3575047B2 (en) | Wastewater treatment method | |
JP3731806B2 (en) | Organic wastewater treatment method and apparatus | |
JPH03137990A (en) | High level treatment of sewage to be treated | |
JPH11285691A (en) | Waste water treating device | |
CN209872622U (en) | Sewage pretreatment equipment | |
JP2006272052A (en) | Method and device for treating organic substance-containing water | |
CN106745670A (en) | The water purifying processing system and method for a kind of brominated mineral water | |
JPH0326393A (en) | Water treating device | |
JP2004141865A (en) | Ozone treatment method of surplus sludge, treatment apparatus for surplus sludge, and sludge-ozone mixer | |
KR100377481B1 (en) | Effective waste water treatment using the saturator and contactor of ozone | |
JPS60183097A (en) | Purifying method for preventing composite contamination | |
JP2004329988A (en) | Liquid purifying treatment method | |
JPH0332795A (en) | Water treating device | |
JPH11221581A (en) | Oxidation decomposition treatment apparatus | |
JPH11347576A (en) | Method and apparatus for treating water | |
JP2003190983A (en) | System for purifying waste water | |
JP3556515B2 (en) | Wastewater treatment method using ozone and hydrogen peroxide |