JP2003094075A - System and method for treating water - Google Patents

System and method for treating water

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Publication number
JP2003094075A
JP2003094075A JP2001291683A JP2001291683A JP2003094075A JP 2003094075 A JP2003094075 A JP 2003094075A JP 2001291683 A JP2001291683 A JP 2001291683A JP 2001291683 A JP2001291683 A JP 2001291683A JP 2003094075 A JP2003094075 A JP 2003094075A
Authority
JP
Japan
Prior art keywords
ozone
raw water
mixed fluid
gas
pressure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2001291683A
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Japanese (ja)
Other versions
JP4641131B2 (en
Inventor
Taku Sato
卓 佐藤
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Sumitomo Heavy Industries Ltd
Original Assignee
Sumitomo Heavy Industries Ltd
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Filing date
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Priority to JP2001291683A priority Critical patent/JP4641131B2/en
Publication of JP2003094075A publication Critical patent/JP2003094075A/en
Application granted granted Critical
Publication of JP4641131B2 publication Critical patent/JP4641131B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Degasification And Air Bubble Elimination (AREA)
  • Physical Water Treatments (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve a system and a method for treating water for decomposing a difficult-to-decompose organic matter in water by an oxidation promotion treatment utilizing ozone/ultraviolet rays. SOLUTION: The system for treating water is provided with an ozone addition means (an ejector 3 to which an ozone generator 8 is connected), an ultraviolet irradiation means 4, and a gas/liquid separating vessel 5 having a pressure adjusting means 6 and a liquid level adjusting means 7. An unreacted ozone is separated from a mixed fluid after irradiating the ultraviolet rays in the gas/liquid separating vessel 5, and a pressure of an ozone/raw water mixed fluid in the ultraviolet irradiation means 4 is stabilized by regulating the pressure of the gas separated in the gas/liquid separating vessel 5 and the liquid level of the treatment water. As a result, the oxidation promotion treatment can be stably performed, and the unreacted ozone after treatment can efficiently be reused at low cost.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、水処理装置及び方
法に関するものであり、詳しくは、ダイオキシン類等の
難分解性有機物を含有する原水を処理するのに好適な水
処理装置及び方法に関するものである。
TECHNICAL FIELD The present invention relates to a water treatment apparatus and method, and more particularly to a water treatment apparatus and method suitable for treating raw water containing hardly decomposable organic substances such as dioxins. Is.

【0002】[0002]

【従来の技術】従来、排水中に含まれるダイオキシン類
等の難分解性有機物を分解するために、排水にオゾンを
溶解させ、これに紫外線を照射してOHラジカルを生じ
させて当該有機物を酸化分解する促進酸化処理が考えら
れている(特開2001−70962号公報等)。
Conventionally, in order to decompose persistent organic substances such as dioxins contained in wastewater, ozone is dissolved in the wastewater and irradiated with ultraviolet rays to generate OH radicals to oxidize the organic matter. An accelerated oxidation treatment that decomposes is considered (Japanese Patent Laid-Open No. 2001-70962 etc.).

【0003】例えば、砂ろ過塔、活性炭塔、生物活性炭
塔を通して処理された原水に、PSAを用いたオゾン発
生機で発生するオゾンガスを溶解させ、紫外線照射装置
により紫外線を照射することによって、原水中に含まれ
る難分解性有機物を酸化分解することができる。このと
き、オゾン添加圧力はオゾン発生器のオゾンガス供給圧
力(最大0.1MPa程度)で制限されており、オゾン
添加はこれ以下の圧力で行うか又はエジェクター等の装
置を用いて行う。
For example, by dissolving ozone gas generated by an ozone generator using PSA in raw water treated through a sand filtration tower, an activated carbon tower, and a biological activated carbon tower, and irradiating the raw water with ultraviolet rays by an ultraviolet irradiator. It is possible to oxidatively decompose the hardly decomposable organic matter contained in. At this time, the ozone addition pressure is limited by the ozone gas supply pressure (about 0.1 MPa at maximum) of the ozone generator, and the ozone addition is performed at a pressure lower than this or by using an apparatus such as an ejector.

【0004】ここで、処理される原水には、通常、オゾ
ン/紫外線による有機物の酸化分解における反応阻害物
質であるラジカルスカベンジャーが含まれるため、促進
酸化処理の前に予め原水にオゾンを添加してラジカルス
カベンジャーを除去するプレオゾン処理が行われること
が多い。
Since the raw water to be treated usually contains a radical scavenger which is a reaction inhibitor in the oxidative decomposition of organic substances by ozone / ultraviolet rays, ozone is added to the raw water in advance before the accelerated oxidation treatment. Pre-ozone treatment is often used to remove radical scavengers.

【0005】また、水中の有機物濃度をより低減するた
めに、これらの装置を循環ラインに配設すると共に当該
流路の所定の位置に背圧弁を設け、促進酸化処理を繰り
返し行う場合もある。
Further, in order to further reduce the concentration of organic substances in water, there are cases where these devices are arranged in a circulation line and a back pressure valve is provided at a predetermined position in the flow path to repeatedly carry out the accelerated oxidation treatment.

【0006】[0006]

【発明が解決しようとする課題】ところで、上記の促進
酸化処理においては、原水に供給されたオゾンガスの全
量が紫外線照射によりOHラジカルに変化するわけでは
なく、紫外線照射後の排オゾン/処理水混合流体には、
通常、供給オゾン量の10〜20%程度の未反応オゾン
が残存する。この未反応オゾンは、通常、大気圧又は微
負圧状態で大気中に放出されるが、コストダウンを目的
として、未反応オゾンを回収して促進酸化処理やプレオ
ゾン処理などに再利用する試みがなされている。
By the way, in the above-mentioned accelerated oxidation treatment, not all of the ozone gas supplied to the raw water is converted into OH radicals by the irradiation of ultraviolet rays, but the exhaust ozone / treated water mixture after irradiation of ultraviolet rays is mixed. The fluid is
Usually, about 10 to 20% of the supplied ozone amount remains unreacted ozone. This unreacted ozone is usually released into the atmosphere at atmospheric pressure or a slight negative pressure, but for the purpose of cost reduction, it has been attempted to recover unreacted ozone and reuse it for accelerated oxidation treatment or pre-ozone treatment. Has been done.

【0007】しかしながら、回収したオゾンを促進酸化
処理やプレオゾン処理に再利用するにはオゾンを加圧状
態にしなければならないため、十分なコストダウン効果
を達成することができないのが実情である。すなわち、
オゾンの加圧手段としては加圧ファンが一般的である
が、オゾンの化学的性質上、加圧ファンに防爆対策を施
す必要があるため却ってコストがかかってしまう。ま
た、排オゾンガスラインにブロワーを設けたり、オゾン
の再利用先にエジェクターを設けてポンプで供給する方
法も考えられるが、これらの方法ではいずれも加圧のた
めの動力が必要であり、動力手段の設置や装置へのエネ
ルギー供給によりコストが増加してしまう。
However, in order to reuse the recovered ozone for the accelerated oxidation treatment and the pre-ozone treatment, the ozone must be under a pressurized state, and thus it is not possible to achieve a sufficient cost reduction effect. That is,
A pressurizing fan is generally used as a means for pressurizing ozone, but due to the chemical nature of ozone, it is necessary to take explosion-proof measures for the pressurizing fan, which is rather costly. It is also possible to provide a blower in the exhaust ozone gas line or supply an ejector to the ozone reuse destination with a pump. However, these methods all require power for pressurization, and power means is required. Costs increase due to installation of the equipment and energy supply to the equipment.

【0008】また、従来の方法では、促進酸化処理にお
ける処理条件が不安定となりやすい。特に、循環ライン
において促進酸化処理を繰り返し行う場合、原水及び処
理水はその圧力がなりゆきのまま循環経路内を循環する
ため、原水に供給されるオゾンや未反応オゾンの影響に
より処理条件が変動して、促進酸化処理を安定的に行う
ことが非常に困難となる。
Further, in the conventional method, the treatment conditions in the accelerated oxidation treatment are likely to be unstable. In particular, when the accelerated oxidation treatment is repeatedly performed in the circulation line, the raw water and the treated water circulate in the circulation route while the pressure of the raw water keeps changing, so the treatment conditions may change due to the influence of ozone or unreacted ozone supplied to the raw water. Therefore, it becomes very difficult to stably perform the accelerated oxidation treatment.

【0009】本発明は、上記従来技術の有する課題に鑑
みてなされたものであり、オゾン/紫外線を利用した促
進酸化処理によって水中の難分解性有機物を分解するに
際し、当該促進酸化処理の安定的な実施と、処理後の未
反応オゾンの効率的且つ安価な再利用とを可能とする水
処理装置及び方法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 of the prior art, and when decomposing a hardly decomposable organic substance in water by an accelerated oxidation treatment utilizing ozone / ultraviolet, a stable oxidation treatment is performed. It is an object of the present invention to provide a water treatment apparatus and method that enable efficient implementation and efficient and inexpensive reuse of unreacted ozone after treatment.

【0010】[0010]

【課題を解決するための手段】上記課題を解決するため
に、本発明の水処理装置は、難分解性有機物を含有する
原水にオゾンを添加してオゾン/原水混合流体を得るオ
ゾン添加手段と、オゾン/原水混合流体に紫外線を照射
して排オゾン/処理水混合流体を得る紫外線照射手段
と、圧力調整手段及び液位調整手段を有し、排オゾン/
処理水混合流体を、未反応オゾンを含有するガスと処理
水とに分離すると共に、ガスの圧力及び処理水の液位を
調整することにより紫外線照射手段におけるオゾン/原
水混合流体の圧力を安定化する気液分離槽と、を備える
ことを特徴とする。
In order to solve the above problems, the water treatment apparatus of the present invention comprises an ozone addition means for adding ozone to raw water containing a persistent organic substance to obtain an ozone / raw water mixed fluid. , An ozone / raw water mixed fluid is irradiated with ultraviolet rays to obtain waste ozone / treated water mixed fluid, and an ultraviolet irradiation means, a pressure adjusting means and a liquid level adjusting means are provided.
The treated water mixed fluid is separated into a gas containing unreacted ozone and the treated water, and the pressure of the gas and the treated water level are adjusted to stabilize the pressure of the ozone / raw water mixed fluid in the ultraviolet irradiation means. And a gas-liquid separation tank that does.

【0011】また、本発明の水処理方法は、難分解性有
機物を含有する原水にオゾンを加圧状態で添加してオゾ
ン/原水混合流体を得るオゾン添加工程と、オゾン原水
混合流体に紫外線を照射して排オゾン/処理水混合流体
を得る紫外線照射工程と、排オゾン/処理水混合流体
を、未反応オゾンを含有するガスと処理水とに分離する
と共に、ガスの圧力及び処理水の液位を調整することに
より紫外線照射工程におけるオゾン/原水混合流体の圧
力を安定化する気液分離工程と、を含むことを特徴とす
る。
Further, the water treatment method of the present invention comprises an ozone addition step of adding ozone to raw water containing a hardly decomposable organic substance under pressure to obtain an ozone / raw water mixed fluid, and an ultraviolet ray to the ozone raw water mixed fluid. An ultraviolet irradiation step of irradiating to obtain a waste ozone / treated water mixed fluid, and separating the waste ozone / treated water mixed fluid into a gas containing unreacted ozone and treated water, and at the same time, treating the gas pressure and the treated water liquid. A gas-liquid separation step of stabilizing the pressure of the ozone / raw water mixed fluid in the ultraviolet irradiation step by adjusting the position.

【0012】本発明においては、難分解性有機物を含有
する原水にオゾンを添加し、これに紫外線を照射して当
該有機物を分解するに際し、紫外線照射後の排オゾン/
処理水混合流体から分離されるガスの圧力及び処理水の
液位を調整して紫外線照射の際のオゾン/原水混合流体
の圧力を安定化することによって、オゾン/紫外線処理
における処理条件が十分に安定化され、原水中のオゾン
溶解率が高水準に維持されるので、原水中に含まれる難
分解性有機物を効率よく且つ確実に酸化分解することが
できる。
In the present invention, ozone is added to raw water containing a hardly decomposable organic substance, and when the organic substance is decomposed by irradiating it with ultraviolet rays, exhaust ozone after irradiation with ultraviolet rays /
By adjusting the pressure of the gas separated from the treated water mixed fluid and the liquid level of the treated water to stabilize the pressure of the ozone / raw water mixed fluid at the time of ultraviolet irradiation, the treatment conditions in ozone / ultraviolet treatment will be sufficient. Since it is stabilized and the ozone dissolution rate in the raw water is maintained at a high level, it is possible to efficiently and reliably oxidatively decompose the hardly decomposable organic matter contained in the raw water.

【0013】また、このようにして排オゾン/処理水混
合流体から分離された未反応オゾンは十分に高い圧力を
有しているため、防爆対策が施された加圧ファン等を用
いずとも加圧状態で再利用することができ、十分なコス
トダウンが達成される。
Further, since the unreacted ozone separated from the exhaust ozone / treated water mixed fluid in this way has a sufficiently high pressure, it can be added without using a pressure fan or the like provided with explosion-proof measures. It can be reused under pressure and a sufficient cost reduction can be achieved.

【0014】従って、本発明により、オゾン/紫外線を
利用した促進酸化処理の安定的な実施と、処理後の未反
応オゾンの効率的且つ安価な再利用とを可能とする水処
理装置及び方法が実現される。
Therefore, according to the present invention, there is provided a water treatment apparatus and method which enable stable implementation of accelerated oxidation treatment utilizing ozone / ultraviolet rays and efficient and inexpensive reuse of unreacted ozone after treatment. Will be realized.

【0015】また、本発明の水処理装置は、オゾン添加
手段に供給される前の原水に、気液分離槽からの未反応
オゾンを添加して、原水に含まれるラジカルスカベンジ
ャーを除去するプレオゾン処理手段を更に備えることを
特徴としてもよい。
Further, the water treatment apparatus of the present invention is a pre-ozone treatment for removing radical scavengers contained in raw water by adding unreacted ozone from the gas-liquid separation tank to the raw water before being supplied to the ozone adding means. It may be characterized by further comprising means.

【0016】また、本発明の水処理方法は、オゾン添加
工程に供給される前の原水に、気液分離工程からの未反
応オゾンを添加して、原水に含まれるラジカルスカベン
ジャーを除去するプレオゾン処理工程を更に含むことを
特徴としてもよい。
Further, the water treatment method of the present invention is a pre-ozone treatment for removing radical scavengers contained in raw water by adding unreacted ozone from the gas-liquid separation step to the raw water before being supplied to the ozone addition step. It may be characterized by further including a step.

【0017】このように促進酸化処理により得られる処
理水から分離された未反応オゾンを用いてプレオゾン処
理を行うことによって、オゾン/紫外線による難分解性
有機物の酸化分解における反応阻害物質であるラジカル
スカベンジャーが除去されるので、促進酸化処理におけ
る当該有機物の分解効率をより高めることができる。ま
た、装置全体で必要とされる新鮮オゾン(オゾン供給手
段で製造されるオゾン)の所要量を従来に比べて十分に
低減することができるので、オゾン発生手段の小型化及
び使用電力量の低減が実現される。
By carrying out the pre-ozone treatment using the unreacted ozone separated from the treated water obtained by the accelerated oxidation treatment as described above, a radical scavenger which is a reaction inhibitor in the oxidative decomposition of hardly decomposable organic substances by ozone / ultraviolet rays. As a result, the decomposition efficiency of the organic substance in the accelerated oxidation treatment can be further enhanced. Further, the required amount of fresh ozone (ozone produced by the ozone supply means) required for the entire apparatus can be sufficiently reduced compared to the conventional one, so that the ozone generation means can be downsized and the power consumption can be reduced. Is realized.

【0018】[0018]

【発明の実施の形態】以下、図面と共に本発明の好適な
実施形態について詳細に説明する。なお、図面の説明に
おいては同一要素には同一符号を付し、重複する説明を
省略する。また、図面の寸法比率は、説明のものと必ず
しも一致していない。
BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of the present invention will be described in detail below with reference to the drawings. In the description of the drawings, the same elements will be denoted by the same reference symbols, without redundant description. Further, the dimensional ratios in the drawings do not always match those described.

【0019】図1は、本発明の水処理装置の好適な一実
施形態を示す概略構成図である。図1において、プレオ
ゾン処理装置11は、難分解性有機物を含有する原水に
オゾンを添加し、原水中に含まれるラジカルスカベンジ
ャー(COD、BOD、Caイオン、Feイオン、Mn
イオン、Alイオンなど)を除去するためのものであ
り、プレオゾン処理が施された原水は処理原水槽1に送
られて貯留される。なお、本実施形態において、プレオ
ゾン処理装置11で用いられるオゾンは、後述する気液
分離槽5から供給される。
FIG. 1 is a schematic configuration diagram showing a preferred embodiment of the water treatment apparatus of the present invention. In FIG. 1, a pre-ozone treatment apparatus 11 adds ozone to raw water containing a hardly decomposable organic substance to generate radical scavengers (COD, BOD, Ca ions, Fe ions, Mn) contained in the raw water.
Ions, Al ions, etc.), and the raw water that has been subjected to pre-ozone treatment is sent to and stored in the treated raw water tank 1. In addition, in this embodiment, ozone used in the pre-ozone processing apparatus 11 is supplied from a gas-liquid separation tank 5 described later.

【0020】処理原水槽1には循環ライン10が接続さ
れ、処理原水槽1内の原水が循環ポンプ2により循環ラ
イン10に引き出されて再び処理原水槽1に戻るように
構成されている。また、循環ライン10には、エジェク
ター3、紫外線照射装置4及び気液分離槽5が原水の流
れに沿ってこの順で配設されている。
A circulation line 10 is connected to the treated raw water tank 1, and the raw water in the treated raw water tank 1 is drawn to the circulation line 10 by a circulation pump 2 and returned to the treated raw water tank 1 again. In the circulation line 10, the ejector 3, the ultraviolet irradiation device 4, and the gas-liquid separation tank 5 are arranged in this order along the flow of raw water.

【0021】エジェクター3には、オゾン発生用電源
(図示せず)を内蔵するオゾン発生器8が接続されてお
り、この電源の電圧に応じてオゾン発生量を増減するこ
とができる。これにより、エジェクター3において、処
理原水槽1から引き出された原水に所定量のオゾンが添
加された後、オゾン/原水混合流体が紫外線照射装置4
に送られる。
The ejector 3 is connected to an ozone generator 8 having a built-in ozone generating power source (not shown), and the amount of ozone generated can be increased or decreased according to the voltage of this power source. As a result, in the ejector 3, after a predetermined amount of ozone is added to the raw water drawn from the treated raw water tank 1, the ozone / raw water mixed fluid is irradiated with the ultraviolet irradiation device 4
Sent to.

【0022】紫外線照射装置4は、紫外線照射槽4a及
び紫外線ランプ4bを備えるもので、紫外線照射槽4a
に滞留するオゾン/原水混合流体に紫外線ランプ4bか
らの紫外線が照射される。これにより当該混合流体中に
OHラジカルが発生するため、難分解性有機物がOHラ
ジカルにより酸化分解される。なお、図1中の紫外線ラ
ンプ4bの数は3本となっているが、これに限定される
ものではなく、1本でも2本でもよく、4本以上でも構
わない。
The ultraviolet irradiation device 4 comprises an ultraviolet irradiation tank 4a and an ultraviolet lamp 4b.
The ozone / raw water mixed fluid staying in the area is irradiated with ultraviolet rays from the ultraviolet lamp 4b. As a result, OH radicals are generated in the mixed fluid, and the hardly decomposable organic matter is oxidatively decomposed by the OH radicals. Note that the number of the ultraviolet lamps 4b in FIG. 1 is three, but the number is not limited to this, and may be one, two, or four or more.

【0023】紫外線照射装置4を通った混合流体は、気
液分離槽5に収容され、液相と気相とに分離される。気
液分離槽5の上部には圧力調整装置6、下部には液位調
整装置7が設けられている。圧力調整装置6には、圧力
測定装置(差圧電送機など)、指示調節計及び調節弁で
構成されるPIC(圧力指示調節システム)が接続され
ており、圧力測定値により測定される圧力に見合う出力
を指示調節計から調節弁に自動的に且つ連続的に与える
ことにより(PID制御)、一定の圧力に制御すること
ができる。また、液位調整装置7には、液位測定装置
(圧力を液位に換算可能な差圧電送機など)、指示調節
計及び調節弁で構成されるLIC(液位指示調節システ
ム)が接続されており、液位測定装置により測定される
液位(圧力からの換算値)に見合う出力を指示調節計か
ら調節弁に自動的に且つ連続的に与えることにより(P
ID制御)、一定の液位に制御することができる。この
ように、圧力調整装置6及び液位調整装置7によって、
気液分離槽5の気相部分から紫外線照射装置4までの領
域を液相により水封して、圧力調整装置6により気液分
離槽5内の気相の圧力を調整すると共に液位調整装置7
により液相の液位を調整することができ、その結果、紫
外線照射装置4におけるオゾン/原水混合流体の圧力を
所望の値に調整することができる。
The mixed fluid that has passed through the ultraviolet irradiation device 4 is contained in a gas-liquid separation tank 5 and separated into a liquid phase and a gas phase. A pressure adjusting device 6 is provided above the gas-liquid separation tank 5, and a liquid level adjusting device 7 is provided below it. The pressure adjusting device 6 is connected with a pressure measuring device (such as a differential piezoelectric feeder), a PIC (pressure indicating adjusting system) including an indicating controller and a controlling valve, and measures the pressure measured by the pressure measurement value. A constant pressure can be controlled by automatically and continuously giving a matching output from the indicating controller to the control valve (PID control). Further, the liquid level adjusting device 7 is connected to a liquid level measuring device (such as a differential piezoelectric transmitter capable of converting pressure into liquid level), an LIC (liquid level indicating adjusting system) including an indicating controller and a controlling valve. By automatically and continuously giving an output corresponding to the liquid level (converted value from pressure) measured by the liquid level measuring device from the indicating controller to the control valve (P
(ID control), it is possible to control to a constant liquid level. Thus, by the pressure adjusting device 6 and the liquid level adjusting device 7,
A region from the gas phase portion of the gas-liquid separation tank 5 to the ultraviolet irradiation device 4 is water-sealed with a liquid phase, and the pressure adjusting device 6 adjusts the pressure of the gas phase in the gas-liquid separating tank 5 and a liquid level adjusting device. 7
Thus, the liquid level of the liquid phase can be adjusted, and as a result, the pressure of the ozone / raw water mixed fluid in the ultraviolet irradiation device 4 can be adjusted to a desired value.

【0024】気液分離槽5において分離された未反応オ
ゾンを含有するガスは、圧力調整装置6により所定の圧
力に加圧された状態でプレオゾン処理装置11に供給さ
れる。他方、処理水は、気液分離槽5から処理原水槽1
へ戻され、再び循環ライン10を循環するか、又は処理
水ポンプ9から装置外部に排出される。
The gas containing unreacted ozone separated in the gas-liquid separation tank 5 is supplied to the pre-ozone treatment device 11 while being pressurized to a predetermined pressure by the pressure adjusting device 6. On the other hand, the treated water is from the gas-liquid separation tank 5 to the treated raw water tank 1
And is circulated through the circulation line 10 again or discharged from the treated water pump 9 to the outside of the apparatus.

【0025】次に、上記の構成を有する水処理装置を用
いて難分解性有機物を含有する原水を処理する方法につ
いて説明する。
Next, a method for treating raw water containing a hardly decomposable organic substance by using the water treatment apparatus having the above-mentioned structure will be described.

【0026】本発明において処理される原水は、前述の
通り難分解性有機物を含有するものであり、かかる難分
解性有機物としては、具体的には、ダイオキシン類、ト
リクロロエチレンなどの有機ハロゲン化合物、TOC
(トータルオーガニックカーボン;全有機的炭素物)な
どが挙げられる。
The raw water to be treated in the present invention contains a hardly decomposable organic substance as described above. Specific examples of such a hardly decomposable organic substance include dioxins, organic halogen compounds such as trichloroethylene, and TOC.
(Total organic carbon; all-organic carbon).

【0027】このような原水には、通常、オゾン/紫外
線による促進酸化処理において、難分解性有機物の酸化
分解の反応阻害物質であるラジカルスカベンジャーが含
まれるので、プレオゾン処理装置11において、予め原
水にオゾンを添加してラジカルスカベンジャーを除去す
るプレオゾン処理を施すことが好ましい。これにより、
促進酸化処理における有機物の分解効率をより高めるこ
とができる。また、プレオゾン処理の際に、後述する気
液分離工程で得られる未反応オゾンを用いることは、装
置全体で必要とされる新鮮オゾン(オゾン供給手段で製
造されるオゾン)の所要量が従来に比べて十分に低減さ
れる点で好ましい。このようにラジカルスカベンジャー
が除去された原水は処理原水槽1に送られて貯留され
る。
Since such raw water usually contains a radical scavenger which is a reaction inhibitor of the oxidative decomposition of hardly decomposable organic substances in the accelerated oxidation treatment by ozone / ultraviolet rays, the raw water is preliminarily converted into raw water in the pre-ozone treatment apparatus 11. It is preferable to perform a pre-ozone treatment in which ozone is added to remove the radical scavenger. This allows
The decomposition efficiency of organic substances in the accelerated oxidation treatment can be further enhanced. Further, when pre-ozone treatment uses unreacted ozone obtained in the gas-liquid separation step to be described later, the required amount of fresh ozone (ozone produced by the ozone supply means) required for the entire apparatus is conventionally reduced. It is preferable in that it is sufficiently reduced. The raw water from which the radical scavenger has been removed in this way is sent to and stored in the treated raw water tank 1.

【0028】処理原水槽1内の原水は、循環ポンプ2に
より循環ライン10に引き出され、エジェクター3にお
いてオゾン発生器8からのオゾンと混合されてオゾン/
原水混合流体となる(オゾン添加工程)。なお、オゾン
発生器8からのオゾン供給圧力は、通常、循環ポンプ2
により引き出される原水の圧力よりも低いが、エジェク
ター3を用いることによって、原水の方がオゾンよりも
高圧であっても両者を混合することができる。例えば、
オゾンの供給圧力が0.1MPaであり、原水の圧力が
0.3〜0.4MPaである場合、0.2〜0.3MP
aに加圧されたオゾン/原水混合流体を得ることがで
き、当該混合流体におけるオゾン溶解率80〜90%を
達成することができる。なお、原水の圧力が前記上限値
を超えると、オゾン供給圧力との差が大きすぎて両者を
十分に混合することができなくなる傾向にある。
The raw water in the treated raw water tank 1 is drawn to the circulation line 10 by the circulation pump 2 and mixed with the ozone from the ozone generator 8 in the ejector 3 to produce ozone /
It becomes a mixed fluid of raw water (ozone addition step). The ozone supply pressure from the ozone generator 8 is usually the circulation pump 2
Although the pressure of the raw water is lower than that of the raw water, the use of the ejector 3 allows the raw water to be mixed even if the raw water has a higher pressure than ozone. For example,
When the supply pressure of ozone is 0.1 MPa and the pressure of raw water is 0.3 to 0.4 MPa, 0.2 to 0.3 MP
An ozone / raw water mixed fluid pressurized to a can be obtained, and an ozone dissolution rate of 80 to 90% in the mixed fluid can be achieved. If the pressure of the raw water exceeds the upper limit value, the difference from the ozone supply pressure is too large and the two cannot be mixed sufficiently.

【0029】次に、オゾン/原水混合流体が紫外線照射
装置4に送られ、紫外線照射槽4aに滞留する当該混合
流体に紫外線ランプ4bからの紫外線が照射される(紫
外線照射工程)。これにより、当該混合流体中のオゾン
からOHラジカルが発生し、OHラジカルの酸化力によ
り難分解性有機物が酸化分解される。
Next, the ozone / raw water mixed fluid is sent to the ultraviolet irradiation device 4 and the mixed fluid retained in the ultraviolet irradiation tank 4a is irradiated with ultraviolet rays from the ultraviolet lamp 4b (ultraviolet irradiation step). As a result, OH radicals are generated from ozone in the mixed fluid, and the oxidizing power of the OH radicals oxidatively decomposes the hardly decomposable organic matter.

【0030】紫外線照射工程後の混合流体は、有機物の
酸化分解により浄化された処理水と、紫外線照射装置4
で消費されなかった未反応オゾンを含むガス(排オゾン
ガス)との混合流体(排オゾン/処理水混合流体)であ
り、これらは気液分離槽5に収容され、液相と気相とに
分離される(気液分離工程)。
The mixed fluid after the ultraviolet irradiation step is treated water purified by oxidative decomposition of organic substances and the ultraviolet irradiation device 4
It is a mixed fluid (exhaust ozone / treated water mixed fluid) with a gas containing unreacted ozone (exhaust ozone gas) that has not been consumed in the process. These are contained in a gas-liquid separation tank 5 and separated into a liquid phase and a gas phase. (Gas-liquid separation step).

【0031】このとき、気液分離槽5の気相部分から紫
外線照射装置4までの領域は液相(処理水)により水封
されており、また、圧力調整装置6により気液分離槽5
内の気相(排オゾンガス)の圧力、液位調整装置7によ
り液相の液位がそれぞれ調整される。これにより、紫外
線照射装置4におけるオゾン/原水混合流体の圧力を所
望の値(好ましくは0.2〜0.3MPa)に調整し、
処理条件を安定化することができる。
At this time, the region from the gas phase portion of the gas-liquid separation tank 5 to the ultraviolet irradiation device 4 is water-sealed with the liquid phase (treated water), and the pressure adjusting device 6 is used.
The pressure of the internal gas phase (exhausted ozone gas) and the liquid level of the liquid phase are adjusted by the liquid level adjusting device 7. Thereby, the pressure of the ozone / raw water mixed fluid in the ultraviolet irradiation device 4 is adjusted to a desired value (preferably 0.2 to 0.3 MPa),
The processing conditions can be stabilized.

【0032】また、気液分離槽5において分離される未
反応オゾンを含有するガスは、圧力調整装置6により所
定の圧力に加圧され、加圧状態のままプレオゾン処理装
置11に供給される。これにより、プレオゾン処理にお
いて未反応オゾンを効率よく且つ安価に再利用すること
ができる。他方、処理水は、気液分離槽5から処理原水
槽1へ戻され、再び循環ライン10を循環するか、又は
処理水ポンプ9から装置外部に排出される。
The gas containing unreacted ozone separated in the gas-liquid separation tank 5 is pressurized to a predetermined pressure by the pressure adjusting device 6 and supplied to the pre-ozone treatment device 11 in the pressurized state. Thereby, unreacted ozone can be reused efficiently and cheaply in the pre-ozone treatment. On the other hand, the treated water is returned from the gas-liquid separation tank 5 to the treated raw water tank 1 and circulated through the circulation line 10 again, or is discharged from the treated water pump 9 to the outside of the apparatus.

【0033】このように本実施形態では、難分解性有機
物を含有する原水にオゾンを添加し、これに紫外線を照
射して当該有機物を分解するに際し、紫外線照射後の排
オゾン/処理水混合流体から分離されたガスの圧力及び
処理水の液位を調整して紫外線照射の際のオゾン/原水
混合流体の圧力を安定化することによって、処理条件が
十分に安定化され、オゾン溶解率が高水準に維持される
ので、原水中に含まれる難分解性有機物を効率よく且つ
確実に酸化分解することができる。
As described above, in this embodiment, when ozone is added to the raw water containing the hardly decomposable organic substance and the organic substance is decomposed by irradiating it with ultraviolet rays, the waste ozone / treated water mixed fluid after the irradiation of ultraviolet rays is added. By adjusting the pressure of the gas separated from and the liquid level of the treated water to stabilize the pressure of the ozone / raw water mixed fluid during UV irradiation, the treatment conditions are sufficiently stabilized and the ozone dissolution rate is high. Since it is maintained at the standard level, it is possible to efficiently and reliably oxidatively decompose the hardly decomposable organic matter contained in the raw water.

【0034】また、このようにして排オゾン/処理水混
合流体から分離される未反応オゾンは十分に高い圧力を
有しているため、防爆対策が施された加圧ファン等を用
いずとも加圧状態で再利用することができ、十分なコス
トダウンが達成される。
Further, since the unreacted ozone thus separated from the exhaust ozone / treated water mixed fluid has a sufficiently high pressure, it can be added without using a pressure-proof fan provided with explosion-proof measures. It can be reused under pressure and a sufficient cost reduction can be achieved.

【0035】更に、促進酸化処理により得られる処理水
から分離された未反応オゾンを用いてプレオゾン処理を
行うことによって、オゾン/紫外線による難分解性有機
物の酸化分解における反応阻害物質であるラジカルスカ
ベンジャーが除去されて、当該有機物の分解効率をより
高めることができるだけでなく、装置全体で必要とされ
る新鮮オゾン(オゾン供給手段で製造されるオゾン)の
所要量を従来に比べて十分に低減することができるの
で、オゾン発生手段の小型化及び使用電力量の低減が実
現される。
Further, by performing pre-ozone treatment using unreacted ozone separated from the treated water obtained by the accelerated oxidation treatment, the radical scavenger which is a reaction inhibitor in the oxidative decomposition of the hardly decomposable organic matter by ozone / ultraviolet rays is generated. Not only can it be removed to further improve the decomposition efficiency of the organic matter, but also the required amount of fresh ozone (ozone produced by the ozone supply means) required for the entire device can be sufficiently reduced compared to the conventional method. Therefore, downsizing of the ozone generating means and reduction of power consumption can be realized.

【0036】なお、本発明は上記の実施形態に限られる
ものではない。例えば、図1に示した装置において、気
液分離槽5で分離された未反応オゾンはプレオゾン処理
装置11に供給されて再利用されるが、当該未反応オゾ
ンをエジェクター3に供給して促進酸化処理用のオゾン
として再利用してもよく、また、前段オゾン処理、汚泥
オゾン処理などに用いられるオゾンとして再利用しても
よい。なお、ここでいう前段オゾン処理とは、原水中に
含まれるCOD、BOD、SS(懸濁固形分)を除去す
る前工程として、SSに吸着しているダイオキシン類を
オゾンにより分解する処理をいい、また、汚泥オゾン処
理とは、汚泥中に濃縮されたダイオキシン類をオゾンに
より分解する処理をいう。
The present invention is not limited to the above embodiment. For example, in the apparatus shown in FIG. 1, the unreacted ozone separated in the gas-liquid separation tank 5 is supplied to the pre-ozone treatment apparatus 11 and reused, but the unreacted ozone is supplied to the ejector 3 to promote the accelerated oxidation. It may be reused as ozone for treatment, or may be reused as ozone used for pre-stage ozone treatment, sludge ozone treatment and the like. The pre-stage ozone treatment mentioned here is a process of decomposing dioxins adsorbed on SS by ozone as a pre-process for removing COD, BOD, and SS (suspended solid content) contained in raw water. The sludge ozone treatment is a treatment for decomposing dioxins concentrated in sludge with ozone.

【0037】[0037]

【発明の効果】以上説明した通り、本発明においては、
難分解性有機物を含有する原水にオゾンを添加し、これ
に紫外線を照射して当該有機物を分解するに際し、紫外
線照射後の排オゾン/処理水混合流体から分離されたガ
スの圧力及び処理水の液位を調整して紫外線照射の際の
オゾン/原水混合流体の圧力を安定化することによっ
て、促進酸化処理における処理条件が十分に安定化さ
れ、オゾン溶解率が高水準に維持されるので、原水中に
含まれる難分解性有機物を効率よく且つ確実に酸化分解
することができる。
As described above, according to the present invention,
When ozone is added to raw water containing hardly decomposable organic matter and the organic matter is decomposed by irradiating it with ultraviolet rays, the pressure of the gas separated from the waste ozone / treated water mixed fluid after irradiation with ultraviolet rays and the treated water By adjusting the liquid level to stabilize the pressure of the ozone / raw water mixed fluid during UV irradiation, the treatment conditions in the accelerated oxidation treatment are sufficiently stabilized and the ozone dissolution rate is maintained at a high level. It is possible to efficiently and reliably oxidatively decompose the hardly decomposable organic matter contained in the raw water.

【0038】また、このようにして排オゾン/処理水混
合流体から分離された未反応オゾンは十分に高い圧力を
有しているため、この未反応オゾンは、防爆対策が施さ
れた加圧ファン等を用いずとも加圧状態で再利用するこ
とができ、十分なコストダウンが達成される。
Further, since the unreacted ozone separated from the exhaust ozone / treated water mixed fluid in this way has a sufficiently high pressure, the unreacted ozone is discharged from the pressurized fan with explosion-proof measures. It can be reused in a pressurized state without using the above, and a sufficient cost reduction can be achieved.

【0039】従って、本発明により、促進酸化処理の安
定的な実施と、処理後の未反応オゾンの効率的且つ安価
な再利用とを可能とする水処理装置及び方法が実現され
る。
Therefore, according to the present invention, a water treatment apparatus and method capable of stably performing the accelerated oxidation treatment and efficiently and inexpensively reusing the unreacted ozone after the treatment are realized.

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

【図1】本発明の水処理装置の好適な一実施形態を概略
的に示すフロー図である。
FIG. 1 is a flow chart schematically showing a preferred embodiment of a water treatment device of the present invention.

【符号の説明】[Explanation of symbols]

1…処理原水槽、2…循環ポンプ、3…エジェクター、
4…紫外線照射装置、4a…紫外線照射槽、4b…紫外
線ランプ、5…気液分離槽、6…圧力調整装置、7…液
位調整装置、8…オゾン発生器、9…処理水ポンプ、1
0…循環ライン、11…プレオゾン処理装置。
1 ... Treated raw water tank, 2 ... Circulation pump, 3 ... Ejector,
4 ... UV irradiation device, 4a ... UV irradiation tank, 4b ... UV lamp, 5 ... Gas-liquid separation tank, 6 ... Pressure adjusting device, 7 ... Liquid level adjusting device, 8 ... Ozone generator, 9 ... Treated water pump, 1
0 ... Circulation line, 11 ... Pre-ozone treatment device.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 難分解性有機物を含有する原水にオゾン
を添加してオゾン/原水混合流体を得るオゾン添加手段
と、前記オゾン/原水混合流体に紫外線を照射して排オ
ゾン/処理水混合流体を得る紫外線照射手段と、圧力調
整手段及び液位調整手段を有し、前記排オゾン/処理水
混合流体を、未反応オゾンを含有するガスと処理水とに
分離すると共に、前記ガスの圧力及び前記処理水の液位
を調整することにより前記紫外線照射手段における前記
オゾン/原水混合流体の圧力を安定化する気液分離槽
と、を備えることを特徴とする水処理装置。
1. An ozone adding means for adding ozone to raw water containing a hardly decomposable organic substance to obtain an ozone / raw water mixed fluid, and an ozone / treated water mixed fluid for irradiating the ozone / raw water mixed fluid with ultraviolet rays. And a pressure adjusting means and a liquid level adjusting means for separating the exhaust ozone / treated water mixed fluid into a gas containing unreacted ozone and treated water, and A gas-liquid separation tank for stabilizing the pressure of the ozone / raw water mixed fluid in the ultraviolet irradiation means by adjusting the liquid level of the treated water.
【請求項2】 前記オゾン添加手段に供給される前の前
記原水に、前記気液分離槽からの未反応オゾンを添加し
て、前記原水に含まれるラジカルスカベンジャーを除去
するプレオゾン処理手段を更に備えることを特徴とす
る、請求項1に記載の水処理装置。
2. A pre-ozone treatment means for adding unreacted ozone from the gas-liquid separation tank to the raw water before being supplied to the ozone addition means to remove a radical scavenger contained in the raw water. The water treatment apparatus according to claim 1, wherein the water treatment apparatus is a water treatment apparatus.
【請求項3】 難分解性有機物を含有する原水にオゾン
を加圧状態で添加してオゾン/原水混合流体を得るオゾ
ン添加工程と、前記オゾン原水混合流体に紫外線を照射
して排オゾン/処理水混合流体を得る紫外線照射工程
と、前記排オゾン/処理水混合流体を、未反応オゾンを
含有するガスと処理水とに分離すると共に、前記ガスの
圧力及び前記処理水の液位を調整することにより前記紫
外線照射工程における前記オゾン/原水混合流体の圧力
を安定化する気液分離工程と、を含むことを特徴とする
水処理方法。
3. An ozone addition step of adding ozone under pressure to raw water containing a persistent organic substance to obtain an ozone / raw water mixed fluid, and irradiating ultraviolet rays to the ozone raw water mixed fluid to discharge ozone / treatment. An ultraviolet irradiation step for obtaining a water mixed fluid, and separating the exhaust ozone / treated water mixed fluid into a gas containing unreacted ozone and treated water, and adjusting the pressure of the gas and the liquid level of the treated water. And a gas-liquid separation step of stabilizing the pressure of the ozone / raw water mixed fluid in the ultraviolet irradiation step.
【請求項4】 前記オゾン添加工程に供給される前の前
記原水に、前記気液分離工程からの未反応オゾンを添加
して、前記原水に含まれるラジカルスカベンジャーを除
去するプレオゾン処理工程を更に含むことを特徴とす
る、請求項3に記載の水処理装置。
4. A pre-ozone treatment step of removing unreacted ozone from the gas-liquid separation step to the raw water before being supplied to the ozone addition step to remove a radical scavenger contained in the raw water. The water treatment device according to claim 3, wherein the water treatment device is a water treatment device.
JP2001291683A 2001-09-25 2001-09-25 Water treatment apparatus and method Expired - Fee Related JP4641131B2 (en)

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KR100814357B1 (en) 2006-07-25 2008-03-18 심종섭 Wastewayer treatment method using high pressure advanced oxidation processHPAOP with unreacted ozone reusing
WO2009028746A1 (en) * 2007-08-30 2009-03-05 Jong Seop Shim Water treatment system and method using high pressure advanced oxidation process with unreacted ozone reusing

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KR100814357B1 (en) 2006-07-25 2008-03-18 심종섭 Wastewayer treatment method using high pressure advanced oxidation processHPAOP with unreacted ozone reusing
WO2009028746A1 (en) * 2007-08-30 2009-03-05 Jong Seop Shim Water treatment system and method using high pressure advanced oxidation process with unreacted ozone reusing
GB2465112A (en) * 2007-08-30 2010-05-12 Jong Seop Shim Water treatment system and method using high pressure advanced oxidation process with unreacted ozone reusing
GB2465112B (en) * 2007-08-30 2013-05-01 Jong Seop Shim Water treatment system and method using pressurized advanced oxidation process with un-reacted ozone reusing
US8926842B2 (en) 2007-08-30 2015-01-06 Jong Seob Shim Water treatment system and method using high pressure advanced oxidation process with unreacted ozone reusing

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