JP4003231B2 - Ozone water treatment equipment - Google Patents

Ozone water treatment equipment Download PDF

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JP4003231B2
JP4003231B2 JP2003386711A JP2003386711A JP4003231B2 JP 4003231 B2 JP4003231 B2 JP 4003231B2 JP 2003386711 A JP2003386711 A JP 2003386711A JP 2003386711 A JP2003386711 A JP 2003386711A JP 4003231 B2 JP4003231 B2 JP 4003231B2
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ozone
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池  英昭
孝行 赤星
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Yaskawa Electric Corp
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Description

本発明は、上下水道や、雨水、し尿、産業排水等を被処理水とし、オゾンにより殺菌、脱臭、脱色、有機物の分解等の処理を行うための高い性能を保持するとともに、狭小スペースにも設置が可能なコンパクトなオゾン水処理装置に関する。   The present invention uses water and sewage, rainwater, human waste, industrial wastewater, etc. as water to be treated, and maintains high performance for processing such as sterilization, deodorization, decolorization, and decomposition of organic matter with ozone, and also in a narrow space. The present invention relates to a compact ozone water treatment apparatus that can be installed.

近年、原水の水質悪化や用水のリサイクルが行われる中、オゾンを利用して水を浄化する処理方式が定着しつつある。
オゾン発生装置により生成されるオゾンはそれ自身がもつ強力な酸化力で水中に溶解している溶存性の有害物質を酸化除去する作用があり、上下水のみならず雨水、し尿、産業排水やプール水等各種用水の処理に利用されている。
オゾン処理は、一般にオゾンを含んだ気泡をエゼクタやディフューザにより被処理水中に溶け込ませ、一定時間滞留することにより溶存オゾンで被処理水中の除去対象物質と酸化反応を生じさせて被処理水の殺菌・脱臭・脱色、有機物の分解等の処理を行うものである。
このような従来のオゾン水処理装置の一例を図4に示す(例えば、特許文献1参照)。
図において、1は被処理水供給ポンプ、2は被処理水、3はエゼクタ、4はオゾン発生装置、5はオゾンガス供給ライン、6はスタティックミキサ、7はオゾン反応塔、8はオゾン処理水送水ライン、9は排オゾン分解部、10は逆止弁である。
オゾン供給部11は、オゾン発生装置4とオゾンガス供給ライン5、および逆止弁10等で構成され、オゾン溶解部12はエゼクタ3とスタティックミキサ6等で構成されている。オゾン発生装置4は、酸素を原料とする場合、一般には空気圧縮機、PSA式酸素生成機、オゾン発生機等から構成される。排オゾン分解部9は、排オゾンガス中に含まれるミストや泡を除去するミストセパレータや排オゾン分解装置から構成され、触媒や活性炭を利用した方式や高温加熱方式等がある。
つぎに、このオゾン水処理装置の動作について述べる。
被処理水供給ポンプ1により被処理水2がエゼクタ3に圧送され、エゼクタ3内部のオリフィスを通過するときに生じる動圧差により、オゾンガスの導入部分は負圧となる。このとき、オゾン発生装置4で生成されたオゾンガスがオゾンガス供給ライン5を経てエゼクタ3内部に導入され被処理水2と混合される。このときオゾンが被処理水中に吸収され、さらにスタティックミキサ6により攪拌・混合される。その後、オゾン反応塔7に導入されて一定時間オゾンと接触反応することにより、被処理水の殺菌、脱臭、脱色、有機物の分解処理が行われ、オゾン処理水送水ライン8を経て後段に送られる。
被処理水中に未溶解のオゾンは被処理水と分離され、排オゾン分解部9で無害化されて大気中に放出される。
なお、オゾンガス供給ラインに配設してある逆止弁10は、運転停止時やエゼクタのオリフィス部分における動圧差の不足により、オゾンガスの導入部分が負圧にならないときに、被処理水の逆流によるオゾン発生装置への浸水を防止している。
特開平11−319859号公報(第2頁、第1図)
In recent years, while the quality of raw water has deteriorated and water has been recycled, treatment methods that purify water using ozone are becoming established.
Ozone generated by the ozone generator has the ability to oxidize and remove dissolved harmful substances dissolved in water with its strong oxidizing power, and not only water and sewage but also rainwater, human waste, industrial wastewater, and pools. It is used for the treatment of various water such as water.
In ozone treatment, bubbles containing ozone are generally dissolved in the water to be treated by an ejector or diffuser and stays for a certain period of time, so that dissolved ozone causes an oxidation reaction with the substance to be removed in the water to be treated, thereby sterilizing the water to be treated.・ Processes such as deodorization / decolorization and decomposition of organic substances.
An example of such a conventional ozone water treatment apparatus is shown in FIG. 4 (see, for example, Patent Document 1).
In the figure, 1 is a treated water supply pump, 2 is treated water, 3 is an ejector, 4 is an ozone generator, 5 is an ozone gas supply line, 6 is a static mixer, 7 is an ozone reaction tower, and 8 is an ozone treated water feed. Line 9 is an exhaust ozone decomposing unit, and 10 is a check valve.
The ozone supply unit 11 includes an ozone generator 4, an ozone gas supply line 5, a check valve 10, and the like, and the ozone dissolution unit 12 includes an ejector 3 and a static mixer 6. The ozone generator 4 is generally composed of an air compressor, a PSA oxygen generator, an ozone generator and the like when oxygen is used as a raw material. The exhaust ozone decomposing unit 9 includes a mist separator and an exhaust ozone decomposing apparatus that remove mist and bubbles contained in the exhaust ozone gas, and includes a method using a catalyst and activated carbon, a high temperature heating method, and the like.
Next, the operation of this ozone water treatment apparatus will be described.
The treated water 2 is pumped to the ejector 3 by the treated water supply pump 1, and the introduction portion of the ozone gas becomes negative pressure due to the dynamic pressure difference generated when passing through the orifice inside the ejector 3. At this time, the ozone gas generated by the ozone generator 4 is introduced into the ejector 3 through the ozone gas supply line 5 and mixed with the treated water 2. At this time, ozone is absorbed into the water to be treated, and is further stirred and mixed by the static mixer 6. After that, it is introduced into the ozone reaction tower 7 and contacted with ozone for a certain period of time to sterilize, deodorize, decolorize, and decompose organic matter in the treated water, and send it to the subsequent stage through the ozone treated water feed line 8. .
Ozone that is not dissolved in the water to be treated is separated from the water to be treated, detoxified by the exhaust ozone decomposing unit 9, and released into the atmosphere.
The check valve 10 provided in the ozone gas supply line is caused by the backflow of the water to be treated when the operation is stopped or when the ozone gas introduction portion does not become negative pressure due to insufficient dynamic pressure difference in the orifice portion of the ejector. Prevents water from entering the ozone generator.
Japanese Patent Laid-Open No. 11-319859 (2nd page, FIG. 1)

しかしながら、上記従来のオゾン水処理装置において、オゾン溶解部には下記の問題がある。
オゾン溶解性能は通水時のエゼクタ内部のオリフィス部分における動圧差の影響をうける。そのため、被処理水の流量の変動により動圧差が変動し、流量が過少となる場合は溶解性能が低下する。一方、流量が過大となる場合はオリフィス通過時の圧力損失が増大し、被処理水供給ポンプのエネルギー効率が低下する。
また、被処理水の通水量がエゼクタの性能に応じた通水量未満である場合、エゼクタの溶解性能は著しく低下するため、エゼクタの規定水量未満では安定した処理効率を得ることが困難であった。
そこで、本発明はこのような問題点に鑑みてなされたものであり、小型で、被処理水の逆流がなく信頼性の高い、かつオゾンの溶解性能や反応効率が高く、ポンプ設備のエネルギー効率のよいオゾン水処理装置を提供することを目的とする。
However, in the conventional ozone water treatment apparatus, the ozone dissolving part has the following problems.
The ozone dissolution performance is affected by the dynamic pressure difference in the orifice inside the ejector during water flow. Therefore, the dynamic pressure difference fluctuates due to fluctuations in the flow rate of the water to be treated, and the dissolution performance decreases when the flow rate is too low. On the other hand, when the flow rate is excessive, the pressure loss when passing through the orifice increases, and the energy efficiency of the water supply pump to be treated decreases.
In addition, when the flow rate of the water to be treated is less than the flow rate according to the performance of the ejector, the dissolution performance of the ejector is remarkably reduced. Therefore, it is difficult to obtain a stable treatment efficiency when the flow rate is less than the specified amount of the ejector. .
Therefore, the present invention has been made in view of such problems, and is small in size, has no backflow of water to be treated, is highly reliable, has high ozone dissolving performance and high reaction efficiency, and has energy efficiency of pump equipment. An object of the present invention is to provide a good ozone water treatment apparatus.

上記問題を解決するため、本発明は、次のように構成したものである。
(1)請求項1に記載のオゾン水処理装置は、オゾン発生装置と逆止弁を配設したオゾンガス供給ラインとからなるオゾン供給部と、被処理水供給ポンプ後段に設けた被処理水通水ラインと前記オゾンガス供給ラインに接続されたエゼクタとオゾンガスを混合し攪拌するスタティックミキサとからなるオゾン溶解部と、オゾン反応塔と、被処理水に未溶解の余剰オゾンを分解して無害化する排オゾン分解部から構成されるオゾン水処理装置において、前記オゾン溶解部は、前記被処理水通水ラインを分岐した通水分岐ラインと、前記オゾン反応塔あるいはその後段から分岐した処理水返送ラインと、前記通水分岐ラインと前記処理水返送ラインとの合流点に設けた通水切換弁と、前記通水切換弁の後段から前記被処理水通水ラインに水を送るラインと、前記通水切換弁の後段に順次配置した加圧ポンプと差圧を調整する圧力調整手段と前記エゼクタと前記エゼクタ前後の差圧を検出する圧力検出手段とからなり、前記被処理水の流量に応じて前記通水切換弁を動作させるものである。
本構成によれば、被処理水の流量が変動しても、エゼクタに通水される通水量は一定に維持することができるとともに、任意の動圧差に設定した通水が可能で高いオゾンの溶解性能が得られる。さらには、被処理水の流量がエゼクタの性能に応じた水量未満である場合においても、通水切換弁を動作して処理水返送ラインから処理水を導入することにより、エゼクタに通水される通水量を一定に維持することができる。すなわち、被処理水の変動によらず高いオゾン溶解性能を安定して維持することが可能となる。
(2)請求項2に記載のオゾン処理装置は、前記圧力調整手段を、前記エゼクタの前段またはエゼクタと並列に配設した配管に設けた開度調整弁、または前記加圧ポンプの出力周波数を調整するインバータとしたものである。
本構成によれば、エゼクタを通過する被処理水の通水量およびエゼクタ内部のオリフィス通過時の動圧差を任意に設定した通水が可能となる。すなわち、高いオゾン溶解性能を安定して維持することができる。
(3)請求項3に記載のオゾン処理装置は、前記スタティックミキサを、前記被処理水とオゾンの混合流体を一旦2方向以上に分岐し、その後対向させて衝突かつ合流させる構造、または配管内にインペラを設け強制回転させる構造としたものである。
本構成によれば、分岐ラインでオゾンと混合された被処理水が、オゾンが未溶解の被処理水と再混合される際にも、オゾンが効率よく被処理水中に吸収される。その結果、オゾン処理効率が向上する。
In order to solve the above problems, the present invention is configured as follows.
(1) The ozone water treatment apparatus according to claim 1 is an ozone supply unit comprising an ozone generator and an ozone gas supply line provided with a check valve, and a water to be treated provided downstream of the treated water supply pump. Decomposes and detoxifies excess ozone undissolved in the water to be treated, an ozone dissolution unit consisting of an ejector connected to the ozone gas supply line and a static mixer that mixes and stirs ozone gas, an ozone reaction tower, and water to be treated In the ozone water treatment apparatus constituted by the waste ozone decomposing unit, the ozone dissolving unit is divided into a water flow branch line that branches the treated water flow line, and a treated water return line that branches from the ozone reaction tower or the subsequent stage. Send the, and passing dewatering valve provided at the confluence between said water flow branch lines the treated water return line, the water to the treated water through water line from downstream of the through draining valve Consists of a Inn, a pressure detecting means for detecting the passage draining the ejector differential pressure across the pressure regulating means and said ejector to adjust the sequentially disposed the pressure pump and the differential pressure downstream of valve, the water to be treated The water flow switching valve is operated in accordance with the flow rate of.
According to this configuration, even if the flow rate of the water to be treated fluctuates, the amount of water that is passed through the ejector can be kept constant, and water that is set to an arbitrary dynamic pressure difference is possible and high ozone flow rate is maintained. Dissolution performance is obtained. Furthermore, even when the flow rate of the water to be treated is less than the amount of water corresponding to the performance of the ejector, the treated water is introduced into the ejector by operating the water flow switching valve and introducing the treated water from the treated water return line. The amount of water flow can be kept constant. That is, it is possible to stably maintain high ozone dissolution performance regardless of fluctuations in the water to be treated.
(2) The ozone treatment apparatus according to claim 2, wherein the pressure adjusting means is an opening adjusting valve provided in a pipe disposed in front of the ejector or in parallel with the ejector, or an output frequency of the pressurizing pump. This is an inverter to be adjusted.
According to this configuration, it is possible to pass water in which the amount of water to be treated that passes through the ejector and the dynamic pressure difference when passing through the orifice inside the ejector are arbitrarily set. That is, high ozone dissolution performance can be stably maintained.
(3) The ozone treatment apparatus according to claim 3, wherein the static mixer has a structure in which the mixed fluid of the water to be treated and ozone is once branched into two or more directions, and then opposed to collide and merge, or in a pipe The impeller is provided with a structure for forced rotation.
According to this configuration, even when the water to be treated mixed with ozone in the branch line is remixed with the water to be treated in which ozone is not dissolved, ozone is efficiently absorbed into the water to be treated. As a result, the ozone treatment efficiency is improved.

本発明のオゾン水処理装置は、つぎの効果がある。
(1)オゾン溶解部は、エゼクタの前後に圧力検出手段を設け、エゼクタ前後の差圧を調整可能な圧力調整手段を設け、合流部の後段に被処理水とオゾンガスの混合・攪拌手段を設けたので、被処理水の流量が変動しても、エゼクタに通水される通水量は一定に維持することができるとともに、任意の動圧差に設定した通水が可能となる。また、被処理水の流量に応じて通水切換弁を動作することにより、被処理水の流量がエゼクタの性能に応じた水量未満となる場合においても、エゼクタに通水される通水量を一定に保ち、高いオゾン溶解性能を安定して維持することができる。
The ozone water treatment apparatus of the present invention has the following effects.
(1) The ozone dissolving part is provided with pressure detecting means before and after the ejector, pressure adjusting means capable of adjusting the differential pressure before and after the ejector, and provided with mixing / stirring means for water to be treated and ozone gas at the subsequent stage of the merging part Therefore, even if the flow rate of the water to be treated fluctuates, the amount of water that is passed through the ejector can be kept constant, and water that is set to an arbitrary dynamic pressure difference can be passed. In addition, by operating the water flow switching valve according to the flow rate of the water to be treated, even when the flow rate of the water to be treated is less than the water volume according to the performance of the ejector, the water flow rate that is passed through the ejector is constant. And high ozone dissolution performance can be stably maintained.

以下、本発明の実施形態を図に基づいて説明する。   Embodiments of the present invention will be described below with reference to the drawings.

本発明の実施例1を図1に示す。図1は、本発明のオゾン水処理装置を示す全体構成図である。同じ部品には同じ符号を付している。本実施例のオゾン水処理装置は、オゾン供給部11と、オゾン溶解部12と、オゾン反応塔7と、排オゾン分解部9で構成されている。図において、13はバイパスライン、14はガス切換弁、15は排水手段、16は被処理水通水ライン、17は通水分岐ライン、18は処理水返送ライン、19は通水切換弁、20は加圧ポンプ、21は圧力調整手段、22は圧力検出手段、23は混合・攪拌手段、24は内管である。
オゾン供給部11は、オゾン発生装置4とエゼクタ3を接続するオゾンガス供給ライン5の最高部をオゾン反応塔内の満水時の水位レベルよりも高位置に配置している。また、オゾンガス供給ライン5とその中途部から分岐して排オゾン分解部9と接続するバイパスライン13の分岐部にガス切換弁14を設置する。このガス切換弁14はオゾン処理運転時にエゼクタ間を開通して排オゾン分解部間を閉塞し、運転停止時はエゼクタ間を閉塞して排オゾン分解部間を開通する動作を行う。さらに、オゾン発生装置後段のオゾンガス供給ラインの中途部に排水手段15を設けている。
A first embodiment of the present invention is shown in FIG. FIG. 1 is an overall configuration diagram showing an ozone water treatment apparatus of the present invention. The same parts are denoted by the same reference numerals. The ozone water treatment apparatus according to the present embodiment includes an ozone supply unit 11, an ozone dissolution unit 12, an ozone reaction tower 7, and an exhaust ozone decomposition unit 9. In the figure, 13 is a bypass line, 14 is a gas switching valve, 15 is drainage means, 16 is a treated water passage line, 17 is a water passage branch line, 18 is a treated water return line, 19 is a water passage switching valve, 20 Is a pressure pump, 21 is a pressure adjusting means, 22 is a pressure detecting means, 23 is a mixing / stirring means, and 24 is an inner tube.
The ozone supply part 11 arrange | positions the highest part of the ozone gas supply line 5 which connects the ozone generator 4 and the ejector 3 in a position higher than the water level level at the time of the water full in an ozone reaction tower. Moreover, the gas switching valve 14 is installed in the branch part of the bypass line 13 branched from the ozone gas supply line 5 and the middle part thereof and connected to the exhaust ozone decomposition part 9. The gas switching valve 14 opens between the ejectors during the ozone treatment operation and closes the exhaust ozone decomposing unit. When the operation is stopped, the gas switching valve 14 closes the ejectors and opens the exhaust ozone decomposing unit. Further, a drainage means 15 is provided in the middle of the ozone gas supply line downstream of the ozone generator .

オゾン溶解部12は、被処理水2が供給される被処理水通水ライン16を分岐し、通水分岐ライン17を設ける。また、オゾン反応塔の後段から分岐した処理水返送ライン18を設け、その合流点に通水切換弁19を設置する。通水切換弁19と被処理水通水ライン16をつなぎ、通水切換弁19から被処理水通水ライン16へ向けて水を送るラインを設ける。そして通水切換弁19の後段に加圧ポンプ20、開度の調整が可能な弁等による圧力調整手段21、エゼクタ3を配設する。また、エゼクタ3の前後にはエゼクタ前後の差圧を検出するための圧力検出手段22を設置している。その後段は被処理水通水ライン16と再度合流しており、その合流部または合流部の後段に混合・攪拌手段23を配設している。
つぎに、動作について説明する。
被処理水の流量がエゼクタの性能を充たす規定水量以上である場合、被処理水の一部は通水分岐ラインを経て加圧ポンプ20で圧送されエゼクタ3に導入される。このとき、エゼクタ3を通過する際の動圧差を圧力検出手段22で監視し、圧力調整手段21により、0.05〜0.15MPaの最適な差圧に設定する。このときの圧力調整手段は、エゼクタの前段またはエゼクタと並列にバイパスを設け、その中途部に弁を設置して開度を調整する方法や、加圧ポンプ20の出力周波数をインバータで調整するといった方法がある。
エゼクタによってオゾンガスと混合された被処理水は、被処理水通水ライン16と再度合流する。このとき、合流部または合流部の後段に設置した混合・攪拌手段23により、本流の被処理水とさらに強く混合・攪拌され、オゾンが被処理水中に高い効率で吸収される。このような混合・攪拌手段は、被処理水とオゾンによる混合流体を一旦2方向以上に分岐して対向から衝突速度を速めて衝突させるような方法や、インペラを配管の内部にて高速で回転させて強制的に気液をせん断する方法や、スタティックミキサ等の方法がある。
また、被処理水の流量がエゼクタの性能を充たせない規定水量未満である場合は、通水切換弁19を動作させて、処理水返送ライン18を開通し、通水分岐ライン17を閉塞する。これにより、オゾン反応塔内の処理水の一部がエゼクタの設定水量分だけ処理水返送ラインを経てエゼクタに導入され、オゾンガスとの混合が行われる。
本実施例によれば、次の効果が得られる。
オゾン溶解部は、加圧ポンプ、圧力調整手段、エゼクタを配置し、エゼクタの前後に圧力検出手段を配設するとともに、被処理水通水ラインとの合流部または後段に混合攪拌手段を設置するので、被処理水の流量が変動しても、エゼクタに通水される通水量は一定に維持することができるとともに、任意の動圧差に設定した通水が可能であり、高いオゾン溶解性能を安定して維持することができる。さらには、通水分岐ラインと処理水返送ラインを設け、その合流点に通水切換弁を設置したので、被処理水の流量がエゼクタの性能に応じた水量未満となる場合においても、通水切換弁を動作して処理水返送ラインから処理水を導入することにより、エゼクタに通水される通水量を一定に維持することができる。すなわち、被処理水の変動によらず高いオゾン溶解性能を安定して維持することが可能となる。
The ozone dissolving part 12 branches the to-be-processed water flow line 16 to which the to-be-processed water 2 is supplied, and provides the water flow branch line 17. Moreover, the treated water return line 18 branched from the back | latter stage of the ozone reaction tower is provided, and the water flow switching valve 19 is installed in the junction. A line that connects the water flow switching valve 19 and the to-be-treated water flow line 16 and sends water from the water flow switching valve 19 toward the to-be-treated water flow line 16 is provided. Further , a pressure pump 20, a pressure adjusting means 21 such as a valve capable of adjusting the opening degree, and the ejector 3 are arranged at the subsequent stage of the water flow switching valve 19 . Further, pressure detection means 22 for detecting the differential pressure before and after the ejector is installed before and after the ejector 3. The subsequent stage is rejoined with the to-be-treated water flow line 16, and the mixing / stirring means 23 is disposed at the joining part or after the joining part.
Next, the operation will be described.
When the flow rate of the water to be treated is equal to or greater than the specified water amount satisfying the performance of the ejector, a part of the water to be treated is pumped by the pressurizing pump 20 through the water flow branch line and introduced into the ejector 3. At this time, the dynamic pressure difference when passing through the ejector 3 is monitored by the pressure detecting means 22, and the optimum differential pressure of 0.05 to 0.15 MPa is set by the pressure adjusting means 21. The pressure adjusting means at this time is a method in which a bypass is provided in front of the ejector or in parallel with the ejector, and a valve is installed in the middle thereof to adjust the opening, or the output frequency of the pressurizing pump 20 is adjusted by an inverter. There is a way.
The treated water mixed with the ozone gas by the ejector joins the treated water flow line 16 again. At this time, the mixing / stirring means 23 installed at the merging section or the subsequent stage of the merging section mixes and stirs more strongly with the main treated water, and ozone is absorbed into the treated water with high efficiency. Such a mixing / stirring means is a method in which the mixed fluid of water to be treated and ozone is once branched into two or more directions and collided by increasing the collision speed from the opposite side, or the impeller is rotated at high speed inside the pipe. There are a method of forcibly shearing gas and liquid, a method of static mixer, and the like.
In addition, when the flow rate of the water to be treated is less than the specified water amount that does not satisfy the ejector performance, the water flow switching valve 19 is operated to open the treated water return line 18 and close the water flow branch line 17. . Thereby, a part of the treated water in the ozone reaction tower is introduced into the ejector through the treated water return line by the set amount of the ejector, and mixing with ozone gas is performed.
According to the present embodiment, the following effects can be obtained.
The ozone dissolving part is provided with a pressure pump, pressure adjusting means, and an ejector, and pressure detecting means are arranged before and after the ejector, and a mixing and stirring means is installed at the junction with the water flow line to be treated or at the subsequent stage. Therefore, even if the flow rate of the water to be treated fluctuates, the amount of water that passes through the ejector can be kept constant, and water can be set at any dynamic pressure difference, resulting in high ozone dissolution performance. It can be maintained stably. In addition, since a water flow branching line and a treated water return line are provided and a water flow switching valve is installed at the junction, even if the flow rate of treated water is less than the water volume corresponding to the performance of the ejector, By operating the switching valve and introducing the treated water from the treated water return line, it is possible to maintain a constant amount of water that is passed through the ejector. That is, it is possible to stably maintain high ozone dissolution performance regardless of fluctuations in the water to be treated.

本発明の実施例1〜3を示すオゾン水処理装置の概略図Schematic of an ozone water treatment apparatus showing Examples 1 to 3 of the present invention 従来のオゾン水処理装置を示す概略図Schematic showing a conventional ozone water treatment device

符号の説明Explanation of symbols

1 被処理水供給ポンプ
2 被処理水
3 エゼクタ
4 オゾン発生装置
5 オゾンガス供給ライン
6 スタティックミキサ
7 オゾン反応塔
8 オゾン処理水送水ライン
9 排オゾン分解部
10 逆止弁
11 オゾン供給部
12 オゾン溶解部
13 バイパスライン
14 ガス切換弁
15 排水手段
16 被処理水通水ライン
17 通水分岐ライン
18 処理水返送ライン
19 通水切換弁
20 加圧ポンプ
21 圧力調整手段
22 圧力検出手段
23 混合・攪拌手段
24 内管
DESCRIPTION OF SYMBOLS 1 To-be-processed water supply pump 2 To-be-processed water 3 Ejector 4 Ozone generator 5 Ozone gas supply line 6 Static mixer 7 Ozone reaction tower 8 Ozone treated water water supply line 9 Waste ozone decomposition part 10 Check valve 11 Ozone supply part 12 Ozone dissolution part 13 Bypass line 14 Gas switching valve 15 Drainage means 16 To-be-treated water passage line 17 Water passage branch line 18 Treated water return line 19 Water passage switching valve 20 Pressure pump 21 Pressure adjustment means 22 Pressure detection means 23 Mixing / stirring means 24 Inner pipe

Claims (3)

オゾン発生装置と逆止弁を配設したオゾンガス供給ラインとからなるオゾン供給部と、被処理水供給ポンプ後段に設けた被処理水通水ラインと前記オゾンガス供給ラインに接続されたエゼクタとオゾンガスを混合し攪拌するスタティックミキサとからなるオゾン溶解部と、オゾン反応塔と、被処理水に未溶解の余剰オゾンを分解して無害化する排オゾン分解部から構成されるオゾン水処理装置において、
前記オゾン溶解部は、前記被処理水通水ラインを分岐した通水分岐ラインと、前記オゾン反応塔あるいはその後段から分岐した処理水返送ラインと、前記通水分岐ラインと前記処理水返送ラインとの合流点に設けた通水切換弁と、前記通水切換弁の後段から前記被処理水通水ラインに水を送るラインと、前記通水切換弁の後段に順次配置した加圧ポンプと差圧を調整する圧力調整手段と前記エゼクタと前記エゼクタ前後の差圧を検出する圧力検出手段とからなり、前記被処理水の流量に応じて前記通水切換弁を動作することを特徴とするオゾン水処理装置。
An ozone supply unit comprising an ozone generator and an ozone gas supply line provided with a check valve, a treated water flow line provided downstream of the treated water supply pump, an ejector connected to the ozone gas supply line, and ozone gas In an ozone water treatment apparatus composed of an ozone dissolution part composed of a static mixer that is mixed and stirred, an ozone reaction tower, and an exhaust ozone decomposition part that decomposes and detoxifies surplus ozone not dissolved in the water to be treated.
The ozone dissolving part includes a water branch line branched from the treated water flow line, a treated water return line branched from the ozone reaction tower or the subsequent stage, the water branch line, and the treated water return line. And a water supply switching valve provided at a junction of the water supply line, a line for sending water to the treated water flow line from the subsequent stage of the water flow switching valve, and a pressurizing pump sequentially disposed in the subsequent stage of the water flow switching valve. It consists of a pressure detecting means for detecting the ejector differential pressure across the pressure regulating means and said ejector to adjust the pressure, the ozone, characterized by operating the communication draining valve in accordance with the flow rate of the water to be treated Water treatment equipment.
前記圧力調整手段は、前記エゼクタの前段またはエゼクタと並列に配設した配管に設けた開度調整弁、または前記加圧ポンプの出力周波数を調整するインバータであることを特徴とする請求項1記載のオゾン水処理装置。   The pressure adjusting means is an opening adjustment valve provided in a pipe disposed in front of the ejector or in parallel with the ejector, or an inverter for adjusting an output frequency of the pressurizing pump. Ozone water treatment equipment. 前記スタティックミキサは、前記被処理水とオゾンの混合流体を一旦2方向以上に分岐し、その後対向させて衝突かつ合流させる構造、または配管内にインペラを設け強制回転させる構造であることを特徴とする請求項1または2記載のオゾン水処理装置。 The static mixer is a structure in which the mixed fluid of the water to be treated and ozone is once branched in two or more directions and then opposed and collided and merged, or an impeller is provided in a pipe and forcedly rotated. The ozone water treatment apparatus according to claim 1 or 2.
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