JPH11675A - Ozone contact reaction tank - Google Patents
Ozone contact reaction tankInfo
- Publication number
- JPH11675A JPH11675A JP9154934A JP15493497A JPH11675A JP H11675 A JPH11675 A JP H11675A JP 9154934 A JP9154934 A JP 9154934A JP 15493497 A JP15493497 A JP 15493497A JP H11675 A JPH11675 A JP H11675A
- Authority
- JP
- Japan
- Prior art keywords
- water
- treated
- ozone
- outer tube
- ozone contact
- 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
Links
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 title claims abstract description 81
- 238000006243 chemical reaction Methods 0.000 title claims abstract description 55
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 110
- 239000000126 substance Substances 0.000 claims abstract description 26
- 230000005855 radiation Effects 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims abstract description 8
- 239000003054 catalyst Substances 0.000 claims description 16
- 230000001678 irradiating effect Effects 0.000 claims description 7
- XLOMVQKBTHCTTD-UHFFFAOYSA-N Zinc monoxide Chemical compound [Zn]=O XLOMVQKBTHCTTD-UHFFFAOYSA-N 0.000 claims description 6
- ZNOKGRXACCSDPY-UHFFFAOYSA-N tungsten trioxide Chemical compound O=[W](=O)=O ZNOKGRXACCSDPY-UHFFFAOYSA-N 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 claims description 3
- 150000002815 nickel Chemical class 0.000 claims description 3
- OGIDPMRJRNCKJF-UHFFFAOYSA-N titanium oxide Inorganic materials [Ti]=O OGIDPMRJRNCKJF-UHFFFAOYSA-N 0.000 claims description 3
- 239000011787 zinc oxide Substances 0.000 claims description 3
- 239000010941 cobalt Substances 0.000 claims 1
- 229910017052 cobalt Inorganic materials 0.000 claims 1
- GUTLYIVDDKVIGB-UHFFFAOYSA-N cobalt atom Chemical compound [Co] GUTLYIVDDKVIGB-UHFFFAOYSA-N 0.000 claims 1
- 150000003839 salts Chemical class 0.000 claims 1
- 150000002500 ions Chemical class 0.000 abstract 1
- 239000011941 photocatalyst Substances 0.000 abstract 1
- 239000007789 gas Substances 0.000 description 33
- 238000007254 oxidation reaction Methods 0.000 description 17
- 238000011282 treatment Methods 0.000 description 15
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 description 8
- 238000013032 photocatalytic reaction Methods 0.000 description 7
- 238000007664 blowing Methods 0.000 description 6
- 230000003647 oxidation Effects 0.000 description 5
- 238000010521 absorption reaction Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000001590 oxidative effect Effects 0.000 description 3
- 238000000746 purification Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 150000001868 cobalt Chemical class 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 230000005514 two-phase flow Effects 0.000 description 2
- 238000004065 wastewater treatment Methods 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 125000002887 hydroxy group Chemical group [H]O* 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000031700 light absorption Effects 0.000 description 1
- WPBNNNQJVZRUHP-UHFFFAOYSA-L manganese(2+);methyl n-[[2-(methoxycarbonylcarbamothioylamino)phenyl]carbamothioyl]carbamate;n-[2-(sulfidocarbothioylamino)ethyl]carbamodithioate Chemical compound [Mn+2].[S-]C(=S)NCCNC([S-])=S.COC(=O)NC(=S)NC1=CC=CC=C1NC(=S)NC(=O)OC WPBNNNQJVZRUHP-UHFFFAOYSA-L 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 235000019645 odor Nutrition 0.000 description 1
- 230000033116 oxidation-reduction process Effects 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000010409 thin film Substances 0.000 description 1
Landscapes
- Physical Water Treatments (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
- Catalysts (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、浄水処理、排水処
理、産業排水処理等の水処理に用いられるオゾン接触反
応槽に関し、詳しくは、処理対象水にオゾンを溶解させ
て、オゾンと難反応物質等の除去対象物質との酸化反応
処理を行う二重管型のオゾン接触反応槽に係るものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an ozone contact reaction tank used for water treatment such as water purification treatment, wastewater treatment, industrial wastewater treatment and the like. More specifically, it dissolves ozone in water to be treated and makes it difficult to react with ozone. The present invention relates to a double tube type ozone contact reaction tank that performs an oxidation reaction treatment with a substance to be removed such as a substance.
【0002】[0002]
【従来の技術】図5は、従来の二重管型オゾン接触反応
槽であり、例えば、米国特許番号4572821に記載
されている。同図において、1は被処理水、2は被処理
水流入管、3はオゾン化ガス、4はオゾン化ガス吹き込
み管、5は被処理水流入管2の先端部分である内管、6
は内管5を覆う外管、7はオゾン化ガスによって酸化処
理された処理水、8は処理水流出管、9は酸化反応によ
って排出される排ガス、10は排ガス取り出し管、11
は外管5の上端から越流するオゾンによる酸化処理水を
受ける越流槽である。2. Description of the Related Art FIG. 5 shows a conventional double tube type ozone contact reactor, which is described in, for example, US Pat. No. 4,572,821. In the figure, 1 is the water to be treated, 2 is the inflow pipe for the water to be treated, 3 is the ozonized gas, 4 is the pipe for blowing the ozonized gas, 5 is the inner pipe which is the tip of the inflow pipe 2 for the treated water, 6
Is an outer tube covering the inner tube 5, 7 is treated water oxidized by ozonized gas, 8 is a treated water outflow tube, 9 is exhaust gas discharged by the oxidation reaction, 10 is an exhaust gas take-out tube, 11
Is an overflow tank for receiving oxidized water by ozone flowing from the upper end of the outer pipe 5.
【0003】この二重管型オゾン接触反応槽は、主に垂
直円筒型で有底の外管6と、外管6内に挿入され、その
底部を開口した垂直円筒型の内管5とで構成され、内管
5内と、内管5と外管6との間の空間がオゾン接触反応
槽となっている。オゾン化ガス吹き込み管4から吹き込
まれるオゾン化ガス3は、オゾン発生装置から送り込ま
れる。オゾン化ガス3は、内管5の上部に設けたオゾン
化ガス吹き込み管4を介して、自然流下あるいはポンプ
等によって、被処理水流入管2から送られる被処理水1
中に吹き込まれる。被処理水1はオゾン化ガス3ととも
に気液二相流となって内管5内を下降し、この間にオゾ
ンが被処理水1に高効率で溶解する。そして、被処理水
1と溶解しきれなかったオゾン化ガス3は内管5の下端
開口部を経由して内管5と外管6の間にある空間内を上
昇する。こうして、内管5内および内管5と外管6の間
にある空間を通過する間に、溶解したオゾンによって有
機物を中心とする除去対象物質が酸化分解されて除去さ
れる。被処理水1は外管1の上部から越流槽11へ越流
させた後、越流槽11に設けられた処理水流出管8より
槽外に流出する。また、越流槽11内の排ガス9は排ガ
ス取り出し管10を経由して排気されている。This double tube type ozone contact reaction tank is mainly composed of a vertical cylindrical outer tube 6 having a bottom and a vertical cylindrical inner tube 5 inserted into the outer tube 6 and having an open bottom. The space inside the inner tube 5 and between the inner tube 5 and the outer tube 6 is an ozone contact reaction tank. The ozonized gas 3 blown from the ozonized gas blowing pipe 4 is sent from an ozone generator. The ozonized gas 3 flows through the ozonized gas blow-in pipe 4 provided above the inner pipe 5 by natural flow or by a pump or the like.
It is blown in. The water 1 to be treated becomes a gas-liquid two-phase flow along with the ozonized gas 3 and descends in the inner pipe 5, during which ozone is dissolved in the water 1 to be treated with high efficiency. Then, the to-be-treated water 1 and the ozonized gas 3 that has not been dissolved completely rises in the space between the inner pipe 5 and the outer pipe 6 via the lower end opening of the inner pipe 5. In this way, while passing through the inner tube 5 and the space between the inner tube 5 and the outer tube 6, the substance to be removed, mainly organic matter, is oxidatively decomposed and removed by the dissolved ozone. The treated water 1 is caused to flow from the upper part of the outer pipe 1 into the overflow tank 11 and then flows out of the tank through the treated water outflow pipe 8 provided in the overflow tank 11. Further, the exhaust gas 9 in the overflow tank 11 is exhausted via an exhaust gas take-out pipe 10.
【0004】また、オゾン接触反応槽は、水中に溶解し
たオゾンと除去対象物質との反応に要する時間を確保す
るために、その内容積は必要な滞留時間が得られるよう
に構成されている。従って、除去対象物質が難反応物質
である場合は、反応に要する長い停滞時間を必要とする
ので、大きな内容積の接触槽が形成される。[0004] Further, the ozone contact reaction tank is configured so that the required residence time can be obtained in order to secure the time required for the reaction between the ozone dissolved in water and the substance to be removed. Therefore, when the substance to be removed is a difficult-to-react substance, a long stagnation time required for the reaction is required, so that a contact tank having a large internal volume is formed.
【0005】また、このような二重管型オゾン接触反応
槽は、施工上の簡便性や前後のプロセスの水位高低上の
バランスをとるために、通常円形断面形状であり、その
大部分が地中に埋設されている。[0005] Further, such a double-tube type ozone contact reaction tank usually has a circular cross-sectional shape for the sake of simplicity in construction and balance between the water levels of the preceding and following processes, and most of the ground section is grounded. It is buried inside.
【0006】一般的に被処理水中の溶解性有機物等の除
去対象物とオゾンとの反応は、オゾンによる直接反応
と、オゾンが分解して生成したOHラジカル(水酸
基,−OH)による間接反応との2つに分類される。O
Hラジカルは、オゾン分子より酸化還元電位が高く、オ
ゾンによる直接反応では処理できない難分解性の除去対
象物質を酸化することが可能である。そこで、OHラジ
カルの生成を促進してオゾンによる酸化力を強めるため
に補助的な手段を備えるオゾン接触反応槽が、例えば特
開平5−228496号公報等に開示されている。この
オゾン接触反応槽は、被処理水に紫外線を照射しながら
オゾンによる酸化反応(オゾン反応)を行ったり、触媒
と接触させながらオゾン反応を行ったり、あるいは過酸
化水素を注入しながらオゾン反応を行ったりする、いわ
ゆる促進オゾン反応処理法である。[0006] In general, the reaction between ozone and an object to be removed such as soluble organic matter in the water to be treated is a direct reaction with ozone and an indirect reaction with OH radicals (hydroxyl group, -OH) generated by decomposition of ozone. Are classified into two types. O
H radicals have a higher oxidation-reduction potential than ozone molecules and can oxidize hardly decomposable substances to be removed that cannot be treated by direct reaction with ozone. Therefore, an ozone contact reaction tank provided with auxiliary means for promoting the generation of OH radicals and increasing the oxidizing power of ozone is disclosed in, for example, Japanese Patent Application Laid-Open No. 5-228496. This ozone contact reaction tank performs an oxidation reaction (ozone reaction) with ozone while irradiating the water to be treated with ultraviolet rays, performs an ozone reaction while contacting with a catalyst, or performs an ozone reaction while injecting hydrogen peroxide. A so-called accelerated ozone reaction treatment method.
【0007】[0007]
【発明が解決しようとする課題】しかしながら、図5の
二重管型のオゾン接触反応槽では、処理水中の除去対象
物質を除去する際の大部分がオゾンによる直接反応によ
って行われている。そのために、除去対象物が難分解性
物質である場合には、酸化処理時間を長く設定するため
に、被処理水の滞留時間を長くする必要があるので、オ
ゾン接触反応槽が大型化し、敷地面積や建設費の増大を
招く欠点がある。However, in the double tube type ozone contact reaction tank shown in FIG. 5, most of the removal of the substance to be removed from the treated water is performed by direct reaction with ozone. Therefore, when the object to be removed is a hardly decomposable substance, it is necessary to lengthen the residence time of the water to be treated in order to lengthen the oxidation treatment time. There is a disadvantage that the area and the construction cost increase.
【0008】一方、OHラジカルの生成を促してオゾン
の酸化力を強める促進酸化処理方法では、以下のような
問題があった。先ず、紫外線とオゾンを併用する場合
は、照射した紫外線が被処理水の深さ(厚み)に比例し
て被処理水に吸収される。従って、OHラジカルの生成
に寄与する紫外線は全照射量の極一部となり、OHラジ
カルの生成効率が悪いという欠点があった。On the other hand, the accelerated oxidation treatment method for enhancing the oxidizing power of ozone by promoting the generation of OH radicals has the following problems. First, when ultraviolet rays and ozone are used together, the irradiated ultraviolet rays are absorbed by the water to be treated in proportion to the depth (thickness) of the water to be treated. Therefore, the ultraviolet rays contributing to the generation of OH radicals become a very small part of the total irradiation amount, and have a disadvantage that the generation efficiency of OH radicals is poor.
【0009】また、触媒とオゾンを併用する場合には、
OHラジカルの生成効率が低く、触媒とオゾンを含む被
処理水との接触時間を長くする必要性から装置溶積が大
きくなるという問題があった。さらにまた、紫外線と触
媒とオゾンとを併用して光触媒反応により、OHラジカ
ルを生成する場合には、照射した紫外線の大半が被処理
水に吸収されてしまうために、OHラジカルの生成効率
が悪く、経済的でなく、装置容積が大きくなる欠点があ
った。When a catalyst and ozone are used together,
There is a problem in that the efficiency of OH radical generation is low, and that the contact time between the catalyst and the water to be treated containing ozone must be lengthened, thereby increasing the volume of the apparatus. Furthermore, when OH radicals are generated by a photocatalytic reaction using ultraviolet light, a catalyst and ozone in combination, most of the irradiated ultraviolet light is absorbed by the water to be treated, so that the generation efficiency of OH radicals is low. However, it is not economical and has a drawback that the volume of the apparatus is large.
【0010】また、過酸化水素とオゾンとを併用する場
合は、注入する過酸化水素の費用がかさむという欠点
と、国内の浄水処理では、安全性の面から現在過酸化水
素の使用が認可されていない問題があるために、浄水処
理における酸化処理が効果的に成し得ない欠点がある。In addition, when hydrogen peroxide and ozone are used in combination, the cost of injecting hydrogen peroxide increases, and the use of hydrogen peroxide is currently approved in domestic water purification treatments from the viewpoint of safety. Therefore, there is a disadvantage that the oxidation treatment in the water purification treatment cannot be effectively performed.
【0011】本発明は、上記課題に鑑みなされたもので
あり、放射線、紫外線およびレーザ光等の光触媒反応を
用いたオゾン接触反応槽を提供することを目的とするも
のである。さらに、本発明は、オゾン接触反応槽を小型
化することができるとともに、オゾン接触反応を促進さ
せることができるオゾン接触反応槽を提供することを目
的とする。The present invention has been made in view of the above problems, and has as its object to provide an ozone contact reaction tank using a photocatalytic reaction such as radiation, ultraviolet light, and laser light. Further, it is an object of the present invention to provide an ozone contact reaction tank that can reduce the size of the ozone contact reaction tank and promote the ozone contact reaction.
【0012】[0012]
【課題を解決するための手段】本発明は、上記課題を達
成するためになされたものであり、請求項1の発明は、
内管上部から流入する被処理水にオゾン化ガスを吹き込
み、該被処理水を該オゾン化ガスとともに該内管内を降
下させた後、該内管とそれを囲う外管との空間内を上昇
させる過程で、前記被処理水中の除去対象物質をオゾン
と反応させて除去するとともに、該被処理水を該外管の
上部を囲むように設けられた越流槽へ越流させた後、該
越流槽に設けられた処理水流出管より流出させるオゾン
接触反応槽において、該被処理水を該外管の上部から越
流槽へ越流される過程で、該越流槽に越流する該被処理
水へ紫外線、放射線あるいはレーザ光の何れか一つを照
射する照射装置を該越流槽内に備えることを特徴とする
オゾン接触反応槽である。この発明では、外管上端から
越流する被処理水が薄層状に流れ落ちる際に、紫外線、
放射線あるいはレーザ光を照射することで、被処理水に
よる光の吸収が低減して、照射された光がOHラジカル
の生成に有効に寄与する。生成されたOHラジカルは、
被処理水中に溶解したオゾンで除去できなかった難反応
物質と反応して、これを酸化反応による分解除去するこ
とができる。Means for Solving the Problems The present invention has been made to achieve the above object, and the invention of claim 1 has the following features.
The ozonized gas is blown into the water to be treated flowing from the upper part of the inner pipe, and the water to be treated is lowered in the inner pipe together with the ozonized gas, and then rises in the space between the inner pipe and the outer pipe surrounding it. In the process of removing, while removing the substance to be removed from the water to be treated by reacting with ozone, and flowing the water to be treated into an overflow tank provided so as to surround the upper part of the outer tube, In the ozone contact reaction tank that flows out from the treated water outflow pipe provided in the overflow tank, in the process in which the water to be treated overflows from the upper part of the outer pipe to the overflow tank, An ozone contact reaction tank characterized in that an irradiation device for irradiating any one of ultraviolet light, radiation and laser light to the water to be treated is provided in the overflow tank. In the present invention, when the water to be treated overflowing from the upper end of the outer tube flows down in a thin layer, the ultraviolet light,
Irradiation with radiation or laser light reduces the absorption of light by the water to be treated, and the irradiated light effectively contributes to the generation of OH radicals. The generated OH radical is
It reacts with difficult-to-react substances that cannot be removed by ozone dissolved in the water to be treated, and can be decomposed and removed by an oxidation reaction.
【0013】また、請求項2の発明は、請求項1に記載
のオゾン接触反応槽において、該被処理水を該外管の上
部から越流槽へ越流させる過程で、越流する該被処理水
が外管の外壁面を薄層状に流れ落ちるように、該越流槽
に囲まれた部分の外管の外壁に、該被処理水が越流する
上端より末広がり状もしくは末しぼまり状に傾斜を与え
たことを特徴とするオゾン接触反応槽である。この発明
では、このような形状とすることで、外管の上端から越
流槽に流れ落ちる被処理水は外壁表面を流れる流水を、
より確実に薄層状とすることができるので、紫外線を照
射した際の被処理水による紫外線の吸収量が低減し、紫
外線によるOHラジカルが効率よく生成される。[0013] The invention according to claim 2 is the ozone contact reaction tank according to claim 1, wherein the water to be treated overflows from the upper portion of the outer tube to the overflow tank. On the outer wall of the outer tube in a portion surrounded by the overflow tank, the effluent is spread or narrowed from the upper end where the water to be treated overflows so that the treated water flows down in a thin layer on the outer wall surface of the outer tube. An ozone contact reaction tank characterized by having an inclination. In the present invention, by having such a shape, the water to be treated that flows down from the upper end of the outer pipe into the overflow tank is the flowing water flowing on the outer wall surface,
Since it can be more reliably formed into a thin layer, the amount of absorption of ultraviolet rays by the water to be treated upon irradiation with ultraviolet rays is reduced, and OH radicals due to ultraviolet rays are efficiently generated.
【0014】また、請求項3の発明は、請求項1または
2に記載のオゾン接触反応槽において、該越流槽に囲ま
れた部分の外管の外壁表面に、酸化チタン、酸化亜鉛、
三酸化タングステン、ニッケル塩およびコバルト塩の少
なくとも一種、または一種以上の材質からなる触媒を被
覆したことを特徴とするオゾン接触反応槽である。この
発明では、光触媒反応を利用したOHラジカルの生成が
可能となる。被処理水への光の吸収量を低下させること
ができ、触媒表面に到達する光量が大きくなり、光触媒
反応によるOHラジカルの生成量が増大してOHラジカ
ルによる酸化反応による除去処理が高効率で行われる。According to a third aspect of the present invention, there is provided an ozone contact reaction tank according to the first or second aspect, wherein titanium oxide, zinc oxide,
An ozone contact reaction tank characterized by being coated with a catalyst made of at least one of tungsten trioxide, a nickel salt and a cobalt salt, or one or more materials. According to the present invention, OH radicals can be generated using a photocatalytic reaction. The amount of light absorbed into the water to be treated can be reduced, the amount of light reaching the catalyst surface increases, and the amount of OH radicals generated by the photocatalytic reaction increases. Done.
【0015】また、請求項4の発明は、請求項1、2ま
たは3に記載のオゾン接触反応槽において、該越流槽に
設けられた照射装置から照射される紫外線、放射線もし
くはレーザ光の照射面積を拡大するために、該越流槽に
囲まれた外管の上端から該外管の外壁表面に沿って薄層
状で越流する流水に落差を与えたことを特徴とするオゾ
ン接触反応槽である。この発明では、光触媒反応による
OHラジカルの生成が効率よく成し得るので、難反応物
質の除去性能が一層改善される。According to a fourth aspect of the present invention, in the ozone contact reaction tank according to the first, second or third aspect, irradiation of ultraviolet light, radiation or laser light irradiated from an irradiation device provided in the overflow tank. An ozone-contacting reaction tank characterized in that a drop is given to flowing water flowing in a thin layer form along the outer wall surface of the outer pipe from the upper end of the outer pipe surrounded by the overflow tank in order to enlarge the area. It is. According to the present invention, the generation of OH radicals by the photocatalytic reaction can be efficiently performed, so that the performance of removing difficult-to-react substances can be further improved.
【0016】[0016]
【発明の実施の形態】以下、本発明に係るオゾン接触反
応槽の実施形態について、図面を参照して説明する。図
1〜図4は、本実施形態の概略を示す断面図であり、同
一部分には同一符号が付与されている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of an ozone contact reaction tank according to the present invention will be described below with reference to the drawings. 1 to 4 are cross-sectional views schematically showing the present embodiment, and the same portions are denoted by the same reference numerals.
【0017】(実施形態1)図1は、本発明に係るオゾ
ン接触反応槽の一実施形態を示している。同図におい
て、1は被処理水、2は被処理水流入管、3はオゾン化
ガス、4はオゾン化ガス吹き込み管、5は被処理水流入
管2の先端部分である内管、6は内管5を覆う外管、7
は処理水、8は処理水流出管、9は排ガス、10は排ガ
ス取り出し管、11aは外管6の被処理水が越流する上
部を囲む越流槽、12は越流槽11aの内壁に設けられ
た照射装置である。照射装置12は、二重管型オゾン接
触反応槽の越流槽11a内に配置され、紫外線、放射線
あるいはレーザ光の何れかを照射する。内管5と外管6
は円筒状であり、照射装置12は、越流槽11a内を紫
外線で充満させることが容易であるので、紫外線照射装
置が好ましい。(Embodiment 1) FIG. 1 shows an embodiment of an ozone contact reaction tank according to the present invention. In the figure, 1 is the water to be treated, 2 is the inflow pipe for the water to be treated, 3 is the ozonized gas, 4 is the pipe for blowing the ozonized gas, 5 is the inner pipe which is the tip of the inflow pipe 2 for the water to be treated, and 6 is the inner pipe Outer tube covering 5, 7
Is a treated water, 8 is a treated water outflow pipe, 9 is an exhaust gas, 10 is an exhaust gas take-out pipe, 11a is an overflow tank surrounding an upper portion of the outer pipe 6 where water to be treated overflows, and 12 is an inner wall of the overflow tank 11a. It is an irradiation device provided. The irradiation device 12 is disposed in an overflow tank 11a of a double tube type ozone contact reaction tank, and irradiates any of ultraviolet light, radiation, and laser light. Inner tube 5 and outer tube 6
Is a cylindrical shape, and the irradiation device 12 is preferably an ultraviolet irradiation device because it is easy to fill the overflow tank 11a with ultraviolet light.
【0018】本実施形態の二重管型オゾン接触反応槽
は、垂直円筒型で有底の外管6と、外管6内に挿入さ
れ、その底部が開口した垂直円筒型の内管5と、外管6
の上部を囲う越流槽11aと、越流槽11a内に設けら
れた照射装置12と、内管2に挿入されたオゾン化ガス
吹き込み管4とから構成されている。その内管5内と、
内管5と外管6との間の空間がオゾン接触反応槽であ
る。オゾン化ガス吹き込み管4から吹き込まれるオゾン
化ガスは、オゾン発生装置(図示なし)から送り込まれ
る。オゾン発生装置は、外部から送られた気体中に含ま
れる酸素の少なくとも一部をオゾンとしたオゾン化ガス
3が生成される。オゾン化ガス3は、内管5の上部に設
けたオゾン化ガス吹き込み管4を経て、自然流下あるい
はポンプ等によって、被処理水流入管2から送られる被
処理水1中に吹き込まれる。被処理水1はオゾン化ガス
3とともに気液二相流となって内管5内を下降し、この
間にオゾンが被処理水1に高効率で溶解する。そして、
被処理水1と溶解しきれなかったオゾン化ガス3は内管
5の下端開口部を経由して内管5と外管6の間にある空
間内を上昇する。外管6の上端から越流する酸化処理水
に対しては、照射装置12から紫外線を照射して、酸化
処理水にOHラジカルを生成して、OHラジカルの酸化
作用によって難反応性物質を酸化して分解除去してい
る。外管6の上端から越流する酸化処理水は、越流槽1
1aに薄層状に落下し、この流水に十分に紫外線を照射
し得る程度に落差Lが保たれている。照射装置12によ
り、この薄層状の流水に紫外線を照射して、OHラジカ
ルを生成して被処理水中の難反応性物質との反応が速や
かに行われるので、OHラジカルによる酸化反応によっ
て、有機性の除去対象物を酸化分解することができる。
そして、被処理水1は外管6の上部から越流槽11aに
越流させ、越流槽11aに設けられた処理水流出管8よ
り槽外に流出する。また、越流槽11a内の排ガス9は
排ガス取り出し管10を経由して排気される。The double tube type ozone contact reaction tank of this embodiment comprises a vertical cylindrical bottomed outer tube 6, a vertical cylindrical inner tube 5 inserted into the outer tube 6 and having an open bottom. , Outer tube 6
An overflow tank 11a surrounding the upper part of the container, an irradiation device 12 provided in the overflow tank 11a, and an ozonized gas blowing pipe 4 inserted into the inner pipe 2 are constituted. Inside the inner tube 5,
The space between the inner tube 5 and the outer tube 6 is an ozone contact reaction tank. The ozonized gas blown from the ozonized gas blowing pipe 4 is sent from an ozone generator (not shown). The ozone generator generates an ozonized gas 3 in which at least a part of oxygen contained in a gas sent from the outside is ozone. The ozonized gas 3 is blown into the to-be-treated water 1 sent from the to-be-treated water inflow pipe 2 by a natural flow or by a pump or the like through an ozonized gas blowing pipe 4 provided at an upper portion of the inner pipe 5. The water 1 to be treated becomes a gas-liquid two-phase flow along with the ozonized gas 3 and descends in the inner pipe 5, during which ozone is dissolved in the water 1 to be treated with high efficiency. And
The to-be-treated water 1 and the ozonized gas 3 that has not been completely dissolved rise in the space between the inner pipe 5 and the outer pipe 6 via the lower end opening of the inner pipe 5. The oxidized water flowing from the upper end of the outer tube 6 is irradiated with ultraviolet rays from the irradiation device 12 to generate OH radicals in the oxidized water and oxidize the hardly reactive substance by the oxidizing action of the OH radicals. It has been decomposed and removed. The oxidized water flowing from the upper end of the outer pipe 6 is supplied to the overflow tank 1
The head L falls in a thin layer at 1a, and the head L is maintained to such an extent that the running water can be sufficiently irradiated with ultraviolet rays. The irradiation device 12 irradiates the thin layer of flowing water with ultraviolet rays to generate OH radicals and quickly react with the hardly-reactive substances in the water to be treated. Can be oxidatively decomposed.
Then, the water to be treated 1 is caused to flow from the upper portion of the outer pipe 6 into the overflow tank 11a, and flows out of the tank from the treated water outflow pipe 8 provided in the overflow tank 11a. Further, the exhaust gas 9 in the overflow tank 11a is exhausted via the exhaust gas take-out pipe 10.
【0019】上記のように、本実施形態では、オゾン化
ガスが溶解した被処理水が内管5内および内管5と外管
6の間にある空間を通過する間に、被処理水に溶解した
オゾンと生成されたOHラジカルによって有機物を中心
とする除去対象物質が酸化反応よって分解除去される。
さらに、外管6の上端部から越流槽11bに越流する薄
層状の流水に紫外線等を照射して、OHラジカルを生成
して難反応性物質を酸化反応により分解している。この
ように、オゾンによる酸化反応処理によって、被処理水
中の除去対象物を分解処理した後に、越流する薄層状の
水流に対して照射装置12から紫外線を照射すること
で、紫外線の被処理水1への吸収量が低減できるので、
OHラジカルによる酸化作用によって難反応性物質の除
去処理を効率よく行うことができる。無論、オゾンによ
る酸化反応処理では、被処理水の殺菌、除色、除臭、あ
るいは被処理水中の除鉄、除マンガン等がなされること
は明らかである。As described above, in the present embodiment, while the water to be treated in which the ozonized gas is dissolved passes through the inner pipe 5 and the space between the inner pipe 5 and the outer pipe 6, the water to be treated is The substances to be removed, mainly organic substances, are decomposed and removed by an oxidation reaction by the dissolved ozone and the generated OH radicals.
Further, ultraviolet light or the like is applied to the thin layer of flowing water flowing from the upper end of the outer pipe 6 into the overflow tank 11b, thereby generating OH radicals and decomposing the hardly reactive material by an oxidation reaction. As described above, the object to be removed in the water to be treated is decomposed by the oxidation reaction treatment with ozone, and then the thin film water flowing over is irradiated with the ultraviolet light from the irradiation device 12 so that the water to be treated with the ultraviolet light is treated. As the amount of absorption into 1 can be reduced,
Oxidation by OH radicals enables efficient removal of hardly reactive substances. Needless to say, it is obvious that the oxidation reaction treatment with ozone sterilizes, removes color, removes odors, removes iron, removes manganese, and the like in the treated water.
【0020】(実施形態2)図2は、本発明の他の実施
形態の概要を示す断面図である。同図の実施形態では、
図1の実施形態に加えて、越流槽11bで囲われた外管
6の外壁に、外管6の上端から末広がり状に傾斜したテ
ーパ状の外壁13が形成されている。外管6の上端から
越流する被処理水1は、末広がり状に傾斜したテーパ状
の外壁13面を薄層状に水流が流下する。従って、この
薄層状の流水へ照射装置12から紫外線を照射すること
によって、紫外線が被処理水に殆ど吸収されることな
く、被処理水中にOHラジカルを効率的に生成させるこ
とができる。紫外線照射によって生成されるOHラジカ
ルによる酸化作用により、難反応性物質の除去処理が効
率的になし得る。(Embodiment 2) FIG. 2 is a sectional view showing an outline of another embodiment of the present invention. In the embodiment of FIG.
In addition to the embodiment of FIG. 1, a tapered outer wall 13 is formed on the outer wall of the outer pipe 6 surrounded by the overflow tank 11 b, and the tapered outer wall 13 is divergent from the upper end of the outer pipe 6. The water to be treated 1 flowing from the upper end of the outer pipe 6 flows down in a thin layer form on the surface of the tapered outer wall 13 inclined in a divergent manner. Therefore, by irradiating the thin layer of flowing water with ultraviolet rays from the irradiation device 12, it is possible to efficiently generate OH radicals in the water to be treated with almost no ultraviolet rays being absorbed by the water to be treated. Oxidation by OH radicals generated by ultraviolet irradiation can efficiently remove hardly reactive substances.
【0021】(実施形態3)図3は、本発明の他の実施
形態の概要を示す断面図である。同図の実施形態では、
図2の実施形態に加えて、越流槽11bで囲まれた外管
6の上端より末広がり状に傾斜したテーパ状の外壁13
の表面に触媒層14が設けられている。触媒層14は、
酸化チタン、酸化亜鉛、三酸化タングステン、ニッケル
塩およびコバルト塩等の触媒を少なくとも一種、または
それらの一種を混合したもの、またはそれらの一種以上
を混合した材質によって形成されている。このようなテ
ーパ状の外壁13の表面に触媒層14が形成されること
で、オゾンおよびOHラジカルと被処理水中の難反応性
物質との酸化反応処理が促進されている。さらに、外管
6の上端開口部から触媒層14の表面を経て、越流槽1
1bに流下する薄層状の水流に対して、越流槽11bに
設けられた照射装置12から紫外線を照射することで、
紫外線の被処理水1への吸収量が低減し、OHラジカル
の生成が効率よくなされ、光触媒反応を利用したOHラ
ジカルによる難反応性物質の分解除去処理が効率的に行
われる。触媒層14は被処理水との接触を十分に取るた
めに、必要な落差Lが設けられている。また、図1の実
施形態においても外管6の外壁面に触媒層14を形成し
て、同様の効果を期待することができる。(Embodiment 3) FIG. 3 is a sectional view showing an outline of another embodiment of the present invention. In the embodiment of FIG.
In addition to the embodiment of FIG. 2, a tapered outer wall 13 inclined divergently from the upper end of the outer pipe 6 surrounded by the overflow tank 11b.
Is provided with a catalyst layer 14 on the surface thereof. The catalyst layer 14
It is formed of at least one kind of catalyst such as titanium oxide, zinc oxide, tungsten trioxide, nickel salt and cobalt salt, or a mixture of one kind thereof, or a material of one or more kinds thereof. The formation of the catalyst layer 14 on the surface of the tapered outer wall 13 promotes an oxidation reaction between ozone and OH radicals and a hardly reactive substance in the water to be treated. Further, the overflow tank 1 passes from the upper end opening of the outer tube 6 through the surface of the catalyst layer 14.
By irradiating ultraviolet light from the irradiation device 12 provided in the overflow tank 11b to the thin layer water flow flowing down to 1b,
The amount of absorption of ultraviolet rays into the water to be treated 1 is reduced, OH radicals are efficiently generated, and the process of decomposing and removing hardly reactive substances by OH radicals utilizing a photocatalytic reaction is efficiently performed. The catalyst layer 14 is provided with a required head L in order to obtain sufficient contact with the water to be treated. Also, in the embodiment of FIG. 1, the same effect can be expected by forming the catalyst layer 14 on the outer wall surface of the outer tube 6.
【0022】(実施形態4)図4は、本発明の他の実施
形態の概要を示す断面図である。同図の実施形態では、
外管6の上端部6aが上端から末しぼまり状に傾斜した
テーパ状の外壁6aが形成されている。他の形状は、図
1の実施形態と同様であるので、その詳細説明は省略す
る。外管6の外壁6aを越流する被処理水は、末しぼま
り状に傾斜したテーパ状の外管6の外壁6aを安定した
薄層状の水流として流下するために、この水流に対し
て、照射装置12から紫外線を照射することで、被処理
水による紫外線の吸収を抑制することができ、OHラジ
カルを効率よく生成することができるので、被処理水中
の難反応物質の酸化処理による分離除去処理性能を向上
させることができる。(Embodiment 4) FIG. 4 is a sectional view showing an outline of another embodiment of the present invention. In the embodiment of FIG.
An upper end 6a of the outer tube 6 is formed with a tapered outer wall 6a that is inclined from the upper end in a narrowed shape. Other shapes are the same as those of the embodiment of FIG. 1, and thus the detailed description is omitted. The water to be treated that flows over the outer wall 6a of the outer pipe 6 flows down the outer wall 6a of the tapered outer pipe 6 that is inclined in a divergent manner as a stable thin layer water flow. By irradiating the ultraviolet rays from the irradiation device 12, the absorption of the ultraviolet rays by the water to be treated can be suppressed, and OH radicals can be efficiently generated. Processing performance can be improved.
【0023】無論、越流層11a〜11c内の照射装置
12は、紫外線以外に、X線等の放射線やレーザ光を照
射してもよく、例えば、レーザ照射装置のレーザ管は越
流層11a〜11c内に設け、その駆動装置や制御装置
等は照射装置12外に設けてもよい。なお、紫外線、放
射線を照射する照射装置の場合であっても同様である。Of course, the irradiating device 12 in the overflow layers 11a to 11c may irradiate radiation such as X-rays or a laser beam in addition to ultraviolet rays. To 11c, and its driving device, control device, and the like may be provided outside the irradiation device 12. The same applies to the case of an irradiation device that irradiates ultraviolet rays and radiation.
【0024】[0024]
【発明の効果】上述に記載のように、本発明によれば、
外管上端から越流する被処理水を薄層状に流下させて、
この被処理水に紫外線等を照射して、被処理水中にOH
ラジカルを効率よく生成して、オゾン処理された酸化処
理水に対して、OHラジカルによる酸化反応によって難
反応性物質の除去処理を高効率になし得る利点がある。As described above, according to the present invention,
The water to be treated that overflows from the upper end of the outer pipe flows down in a thin layer,
The treated water is irradiated with ultraviolet rays or the like, and OH is added to the treated water.
There is an advantage in that radicals can be efficiently generated, and a treatment for removing difficult-to-react substances can be efficiently performed on the oxidized water subjected to ozone treatment by an oxidation reaction using OH radicals.
【0025】また、外管上端から越流する被処理水を薄
層状とし、必要な落差を与えることで、被処理水と触媒
層との接触が十分に行われ、しかも光触媒反応によって
被処理水中の難反応性物質の酸化反応による分解除去処
理が効果的になし得る利点がある。Further, the water to be treated flowing from the upper end of the outer tube is formed into a thin layer, and a required head is provided so that the contact between the water to be treated and the catalyst layer is sufficiently performed, and the water to be treated is subjected to a photocatalytic reaction. There is an advantage that the decomposition-removal treatment by oxidation reaction of the difficult-to-react material can be effectively performed.
【0026】また、被処理水の難反応性物質の酸化反応
による分解除去処理が高効率でなされるので、従来のオ
ゾン接触反応槽より小型化、特に深さ方向の形状を小さ
くすることができる利点があり、建設費を低減できる利
点がある。Further, since the treatment for decomposing and removing the hardly reactive substance of the water to be treated by the oxidation reaction is carried out with high efficiency, it is possible to reduce the size of the conventional ozone contact reaction tank, especially the shape in the depth direction. There are advantages, and there is an advantage that the construction cost can be reduced.
【図1】本発明に係るオゾン接触反応槽の一実施形態を
示す断面図である。FIG. 1 is a sectional view showing an embodiment of an ozone contact reaction tank according to the present invention.
【図2】本発明に係るオゾン接触反応槽の他の実施形態
を示す断面図である。FIG. 2 is a sectional view showing another embodiment of the ozone contact reaction tank according to the present invention.
【図3】本発明に係るオゾン接触反応槽の他の実施形態
を示す断面図である。FIG. 3 is a sectional view showing another embodiment of the ozone contact reaction tank according to the present invention.
【図4】本発明に係るオゾン接触反応槽の他の実施形態
を示す断面図である。FIG. 4 is a cross-sectional view showing another embodiment of the ozone contact reaction tank according to the present invention.
【図5】従来のオゾン接触反応槽の一例を示す斜視図で
ある。FIG. 5 is a perspective view showing an example of a conventional ozone contact reaction tank.
2 被処理水流入管 4 オゾン化ガス吹き込み管 5 内管 6 外管 6a 上端部 8 処理水流出管 10 排ガス取り出し管 11a〜11c 越流槽 12 照射装置 13 外壁 14 触媒層 2 Intake pipe for treated water 4 Injection pipe for ozonized gas 5 Inner pipe 6 Outer pipe 6a Upper end 8 Treated water outflow pipe 10 Exhaust gas extraction pipe 11a to 11c Overflow tank 12 Irradiation device 13 Outer wall 14 Catalyst layer
───────────────────────────────────────────────────── フロントページの続き (72)発明者 武智 辰夫 東京都千代田区丸の内一丁目1番2号 日 本鋼管株式会社内 ────────────────────────────────────────────────── ─── Continued from the front page (72) Inventor Tatsuo Takechi 1-2-1 Marunouchi, Chiyoda-ku, Tokyo Nihon Kokan Co., Ltd.
Claims (4)
化ガスを吹き込み、該被処理水を該オゾン化ガスととも
に該内管内を降下させた後、該内管とそれを囲う外管と
の空間内を上昇させる過程で、該被処理水中の除去対象
物質をオゾンと反応させて除去するとともに、該被処理
水を該外管の上部を囲むように設けられた越流槽へ越流
させた後、該越流槽に設けられた処理水流出管より流出
させるオゾン接触反応槽において、 該被処理水を該外管の上部から越流槽へ越流される過程
で、該越流槽に越流する該被処理水へ紫外線、放射線あ
るいはレーザ光の何れか一つを照射する照射装置を該越
流槽内に備えることを特徴とするオゾン接触反応槽。1. An ozonized gas is blown into water to be treated flowing from an upper portion of an inner tube, and the water to be treated is lowered in the inner tube together with the ozonized gas. In the process of raising the inside of the space, the substance to be removed in the water to be treated is removed by reacting it with ozone, and the water to be treated flows into the overflow tank provided so as to surround the upper part of the outer tube. After flowing the water to be treated through the treated water outflow pipe provided in the overflow tank, the ozone contact reaction tank overflows the water to be treated from the upper part of the outer pipe into the overflow tank. An ozone contact reaction tank, comprising: an irradiation device for irradiating any one of ultraviolet light, radiation, and laser light to the water to be treated flowing over the water.
いて、 該被処理水を該外管の上部から越流槽へ越流させる過程
で、越流する該被処理水が外管の外壁面を薄層状で流れ
落ちるように、該越流槽に囲まれた部分の外管の外壁
に、該被処理水が越流する上端より末広がり状もしくは
末しぼまり状に傾斜を与えたことを特徴とするオゾン接
触反応槽。2. The ozone-contacting reaction tank according to claim 1, wherein in the step of flowing the water to be treated from an upper portion of the outer tube to an overflow tank, the water to be treated that flows over the outer tube is formed outside the outer tube. The outer wall of the outer tube in a portion surrounded by the overflow tank is provided with a slope diverging or narrowing from the upper end where the water to be treated overflows so as to flow down the wall surface in a thin layer. Ozone contact reactor.
応槽において、 該越流槽に囲まれた部分の外管の外壁表面に、酸化チタ
ン、酸化亜鉛、三酸化タングステン、ニッケル塩および
コバルト塩の少なくとも一種、または一種以上の材質か
らなる触媒を被覆したことを特徴とするオゾン接触反応
槽。3. The ozone contact reactor according to claim 1, wherein titanium oxide, zinc oxide, tungsten trioxide, nickel salt and cobalt are coated on the outer wall surface of the outer tube in a portion surrounded by the overflow tank. An ozone contact reaction tank, which is coated with a catalyst made of at least one kind of salt or at least one kind of material.
触反応槽において、 該越流槽に設けられた照射装置から照射される紫外線、
放射線もしくはレーザ光の照射面積を拡大するために、
該越流槽に囲まれた外管の上端から該外管の外壁表面に
沿って薄層状で越流する流水に落差を与えたことを特徴
とするオゾン接触反応槽。4. The ozone contact reaction tank according to claim 1, 2 or 3, wherein ultraviolet rays irradiated from an irradiation device provided in the overflow tank,
In order to enlarge the irradiation area of radiation or laser light,
An ozone contact reaction tank characterized in that a drop is given to flowing water flowing in a thin layer along the outer wall surface of the outer tube from the upper end of the outer tube surrounded by the overflow tank.
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JP15493497A JP3648352B2 (en) | 1997-06-12 | 1997-06-12 | Ozone contact reactor |
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JP15493497A JP3648352B2 (en) | 1997-06-12 | 1997-06-12 | Ozone contact reactor |
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JP3648352B2 JP3648352B2 (en) | 2005-05-18 |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2003004420A1 (en) * | 2001-07-06 | 2003-01-16 | Thames Water Utilities Ltd. | Apparatus for inhibiting the growth of algae in water by uv radiation |
JP2010279917A (en) * | 2009-06-05 | 2010-12-16 | Mitsubishi Heavy Ind Ltd | Wastewater treatment apparatus and wastewater treatment method |
CN104588872A (en) * | 2015-01-19 | 2015-05-06 | 桂林电子科技大学 | Overflow device for solution auxiliary laser processing system and use method |
JP2020189273A (en) * | 2019-05-22 | 2020-11-26 | 前澤工業株式会社 | Ozone contact reaction tank |
-
1997
- 1997-06-12 JP JP15493497A patent/JP3648352B2/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2003004420A1 (en) * | 2001-07-06 | 2003-01-16 | Thames Water Utilities Ltd. | Apparatus for inhibiting the growth of algae in water by uv radiation |
GB2391864A (en) * | 2001-07-06 | 2004-02-18 | Thames Water Utilities | Apparatus for inhibiting the growth of algae in water by UV radiation |
JP2010279917A (en) * | 2009-06-05 | 2010-12-16 | Mitsubishi Heavy Ind Ltd | Wastewater treatment apparatus and wastewater treatment method |
CN104588872A (en) * | 2015-01-19 | 2015-05-06 | 桂林电子科技大学 | Overflow device for solution auxiliary laser processing system and use method |
JP2020189273A (en) * | 2019-05-22 | 2020-11-26 | 前澤工業株式会社 | Ozone contact reaction tank |
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JP3648352B2 (en) | 2005-05-18 |
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