JP4455860B2 - Method and apparatus for treating oxidant - Google Patents
Method and apparatus for treating oxidant Download PDFInfo
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Description
本発明は、工場排水や地下水中に含まれる酸化剤を活性炭により還元処理する方法および装置に関し、さらに詳しくは、活性炭の劣化を抑制し、酸化剤の処理効果を長期間持続させることができる酸化剤の処理方法および装置に関する。 The present invention relates to a method and apparatus for reducing an oxidizing agent contained in factory wastewater or groundwater with activated carbon , and more specifically, an oxidation capable of suppressing the deterioration of the activated carbon and maintaining the treatment effect of the oxidizing agent for a long period of time. The present invention relates to an agent processing method and apparatus.
酸化剤は各種産業において広く使われており、例えば有機物の分解、触媒の再生、化合物生成の試薬、重合の開始剤といった様々な用途がある。また、産業活動における加熱、加圧、電気処理といった様々な工程で副生成物として酸化剤が生成することがある。 Oxidizing agents are widely used in various industries. For example, they have various uses such as decomposition of organic substances, regeneration of catalysts, reagents for forming compounds, and initiators for polymerization. In addition, an oxidant may be generated as a by-product in various processes such as heating, pressurization, and electrical treatment in industrial activities.
したがって、産業活動により生じた排水中には多量の酸化剤が存在することが多く、この排水をそのまま放流すると周辺環境に大きな影響を及ぼすことが懸念される。また、排水中の酸化剤は排水処理設備の腐食、劣化を招き、特に活性汚泥槽に代表されるような生物処理設備では、排水中に酸化剤が存在すると処理に作用する有用な微生物群に毒性を与えるため、排水中の酸化剤を予め処理する必要がある。さらに、近年では有機物質等に汚染された土壌および地下水の浄化方法として、酸化剤を土壌や地下水に原位置で注入あるいは添加し、汚染物質の分解処理を行う方法が検討されており、この場合にも残存した酸化剤の処理を行う必要性が生じる場合が多くなっている。 Therefore, a large amount of oxidant is often present in wastewater generated by industrial activities, and there is a concern that if this wastewater is discharged as it is, the surrounding environment will be greatly affected. In addition, oxidizers in wastewater cause corrosion and deterioration of wastewater treatment facilities. Especially in biological treatment facilities such as activated sludge tanks, the presence of oxidizers in wastewater creates a useful group of microorganisms that act on the treatment. In order to give toxicity, it is necessary to treat the oxidizing agent in the waste water in advance. Furthermore, in recent years, as a method for purifying soil and groundwater contaminated with organic substances, a method has been studied in which an oxidizing agent is injected or added in situ to soil or groundwater to decompose the pollutants. In addition, it is often necessary to treat the remaining oxidizing agent.
上述したような酸化剤含有水の処理方法としては、従来、酸化剤含有水にチオ硫酸ナトリウムなどの還元剤を添加し、還元処理後に放流するという手法が用いられていたが、酸化剤と還元剤の反応に時間がかかるため、反応時間を確保しうるような非常に大きな設備が必要とされていた。また、このときの還元剤の添加量を増加させ反応時間を短くすることは、添加量の増加に対する反応促進効果が薄いこと、さらには周辺環境への配慮のために反応終了後に残存する余剰還元剤を処理する必要があることから現実的でない。一方、触媒との接触による酸化剤処理方法(例えば、特許文献1、2参照)は、比較的速やかな処理が可能である。 As a method for treating the oxidant-containing water as described above, conventionally, a method of adding a reducing agent such as sodium thiosulfate to the oxidant-containing water and discharging it after the reduction treatment has been used. Since the reaction of the agent takes time, a very large facility capable of securing the reaction time has been required. In addition, increasing the amount of reducing agent added at this time to shorten the reaction time means that the effect of promoting the reaction with respect to the increase in the amount added is weak, and in addition, surplus reduction remaining after the end of the reaction for consideration of the surrounding environment. It is not realistic because the agent needs to be processed. On the other hand, the oxidizing agent treatment method by contact with a catalyst (see, for example, Patent Documents 1 and 2) enables relatively quick treatment.
前述した触媒との接触による酸化剤処理方法では、処理は比較的速やかに行われるものの、酸化剤によって触媒が劣化しやすいという問題があった。例えば、触媒として活性炭を用いた場合、処理対象水中の酸化剤濃度が10mg/L以上と高濃度であると、処理が進むにつれて活性炭の触媒作用が著しく低下するために、頻繁に活性炭を交換しなくてはならず、ランニングコストが高くなるものであった。 The oxidant treatment method by contact with the catalyst described above has a problem that the catalyst is easily deteriorated by the oxidant although the treatment is performed relatively quickly. For example, when activated carbon is used as the catalyst, if the oxidant concentration in the water to be treated is as high as 10 mg / L or more, the catalytic action of the activated carbon significantly decreases as the treatment proceeds. The running cost was high.
本発明は、前述した事情に鑑みてなされたもので、活性炭との接触による酸化剤処理方法および装置であって、活性炭の劣化を抑制し、活性炭による酸化剤の処理効果を長期間持続させることができる方法および装置を提供することを目的とする。 The present invention has been made in view of the above, it an oxidant treatment method and apparatus by contact with activated carbon to suppress the deterioration of the activated carbon, thereby long-lasting the treatment effect of the oxidizing agent with activated carbon It is an object of the present invention to provide a method and apparatus capable of performing the above.
本発明者らは、活性炭による酸化剤含有水の処理において、酸化剤含有水と活性炭との接触時に水中に還元剤として過酸化水素を共存させることで、活性炭の劣化が非常に抑制され、活性炭による酸化剤の処理効果を飛躍的に持続させることができ、迅速かつ安価に酸化剤を処理しうることを見出した。 In the treatment of oxidant-containing water with activated carbon, the present inventors have made hydrogen peroxide coexist in the water at the time of contact between the oxidant-containing water and activated carbon, so that deterioration of the activated carbon is greatly suppressed, and activated carbon It has been found that the treatment effect of the oxidant can be drastically sustained and the oxidant can be treated quickly and inexpensively.
本発明は、上述した知見に基づいてなされたもので、還元剤としての過酸化水素より酸化還元電位が高い酸化剤を含有する水の前記酸化剤を活性炭により還元処理する方法において、前記水中に前記酸化剤と還元剤としての過酸化水素とを共存させた状態で、前記水と前記活性炭とを接触させることを特徴とする酸化剤の処理方法を提供する。 The present invention has been made on the basis of the above-described knowledge. In the method for reducing the oxidizing agent of water containing an oxidizing agent having a higher oxidation- reduction potential than hydrogen peroxide as a reducing agent with activated carbon, Provided is a method for treating an oxidizing agent, wherein the water and the activated carbon are brought into contact with each other in a state where the oxidizing agent and hydrogen peroxide as a reducing agent coexist.
また、本発明は、還元剤としての過酸化水素より酸化還元電位が高い酸化剤を含有する水と活性炭とを接触させて前記酸化剤を還元処理する活性炭反応槽と、前記水に還元剤として過酸化水素を添加する還元剤添加手段とを具備し、前記水中に前記酸化剤と前記過酸化水素とを共存させた状態で、前記活性炭反応槽に前記水を通水することを特徴とする酸化剤の処理装置を提供する。 Further, the present invention includes activated carbon reactor to reduction treatment the oxidizing agent is contacted with water containing a redox potential than hydrogen peroxide as a reducing agent is high oxidizing agent and activated carbon, as a reducing agent to the water And a reducing agent addition means for adding hydrogen peroxide , wherein the water is passed through the activated carbon reaction tank in a state where the oxidizing agent and the hydrogen peroxide coexist in the water. An oxidizing agent processing apparatus is provided.
水中の酸化剤と活性炭とを接触させた場合、酸化剤が活性炭により還元され、効率的に酸化剤の処理を行うことができる。しかしながら、従来は、酸化剤と活性炭との反応により、活性炭が劣化して徐々にその活性を失うため、劣化した活性炭を定期的に再生処理または交換する必要が生じていた。特に高濃度の酸化剤の処理を行った場合には、活性炭の性能低下がきわめて速くなり、処理コストが増大する原因となっていた。これに対し、本発明は、酸化剤と活性炭とを接触させる際に還元剤として過酸化水素を共存させることにより、活性炭の劣化を飛躍的に抑制するものである。 When the oxidizing agent in water and activated carbon are contacted, the oxidizing agent is reduced by the activated carbon, and the oxidizing agent can be efficiently processed. However, conventionally, the activated carbon deteriorates due to the reaction between the oxidizing agent and the activated carbon and gradually loses its activity. Therefore, it is necessary to periodically regenerate or replace the deteriorated activated carbon. In particular, when a high-concentration oxidizing agent is treated, the performance of activated carbon decreases very quickly, which increases the treatment cost. On the other hand, the present invention dramatically suppresses the deterioration of the activated carbon by allowing hydrogen peroxide to coexist as a reducing agent when the oxidizing agent and activated carbon are brought into contact with each other.
以下、本発明についてより詳しく説明する。本発明において、処理対象とする酸化剤は、活性炭による還元処理が可能で、還元剤としての過酸化水素より酸化還元電位が高い酸化剤であり、本発明は、例えば過マンガン酸塩、過硫酸塩等の処理に有効に適用することができる。また、過硫酸イオンを含んだ水の活性炭による還元処理においては、活性炭の劣化が速く活性炭のコストが増大するため、過硫酸塩の処理に本発明を使用することは非常に有効である。 Hereinafter, the present invention will be described in more detail. In the present invention, the oxidizing agent to be treated is an oxidizing agent that can be reduced by activated carbon and has a higher redox potential than hydrogen peroxide as the reducing agent. The present invention includes, for example, permanganate, persulfate, and the like. It can be effectively applied to the treatment of salt and the like . Further, in the reduction treatment with activated carbon of water containing persulfate ions, the use of the present invention for the treatment of persulfate is very effective because the activated carbon deteriorates quickly and the cost of the activated carbon increases.
本発明では、触媒として活性炭を用いる。活性炭は、反応速度が速く、かつコスト的に有利だからである。 In the present invention, activated carbon is used as the catalyst. This is because activated carbon has a high reaction rate and is advantageous in terms of cost.
また、本発明において、還元剤としては過酸化水素を用いる。例えば、酸化剤が過硫酸塩である場合、還元剤としては硫酸ラジカルより酸化還元電位が低い物質である過酸化水素を好適に用いることができる。 In the present invention, hydrogen peroxide is used as the reducing agent . For example, when the oxidizing agent is a persulfate , hydrogen peroxide , which is a substance having a lower redox potential than sulfuric acid radicals, can be suitably used as the reducing agent.
本発明は、土壌中に酸化剤を添加して地表面以下に存在する汚染有機物質の酸化処理を行う目的で使用された酸化剤の処理に有効に使用することができる。例えば、有機物質により汚染された土壌および地下水に原位置で酸化剤を添加して浄化する方法(原位置化学酸化法)において、未反応の酸化剤を含有する地下水を地中から回収し、この回収した地下水中の酸化剤を処理する際に有効である。 INDUSTRIAL APPLICATION This invention can be effectively used for the process of the oxidizing agent used in order to add the oxidizing agent in soil, and to oxidize the contaminated organic substance which exists below the ground surface. For example, in a method of purifying by adding in situ oxidant to soil and groundwater contaminated with organic substances (in-situ chemical oxidation method), groundwater containing unreacted oxidant is recovered from the ground. It is effective when treating the oxidant in the recovered groundwater.
この場合、上記原位置化学酸化法に用いられる酸化剤としては、一般に過マンガン酸塩、過硫酸塩(ペルオキソ二硫酸塩)、過酸化水素等が挙げられる。これらの中で、過マンガン酸塩は、ミジンコおよびメダカを用いた試験の結果、過硫酸塩と比較して水生生物に与える毒性が10倍から100倍以上と高く、また地中に二酸化マンガンとして残存するため、使用には細心の注意が必要である。過硫酸塩は、過マンガン酸塩と比較して毒性は低いものの、酸化力を有する薬剤であり、環境中に漏洩することによって悪影響を及ぼす可能性がある。過酸化水素は、地中で分解して酸素ガスが発生することがあるため、過酸化水素を使用する場合には地中での拡散、流動に細心の注意を払う必要がある。以上の点を考慮すると、原位置化学酸化法では、酸化剤として過硫酸塩(あるいは過硫酸)を用いることが特に適当である。過硫酸塩としては、例えば、過硫酸カリウム、過硫酸ナトリウム等を挙げることができる。 In this case, examples of the oxidizing agent used in the in-situ chemical oxidation method generally include permanganate, persulfate (peroxodisulfate), hydrogen peroxide, and the like. Among these, permanganate is 10 to 100 times more toxic to aquatic organisms than persulfate as a result of tests using daphnia and medaka, and as manganese dioxide in the ground. Use with extreme caution as it remains. Although persulfate is less toxic than permanganate, it is a drug that has an oxidizing power and may be adversely affected by leakage into the environment. Since hydrogen peroxide may decompose in the ground and generate oxygen gas, when hydrogen peroxide is used, it is necessary to pay close attention to diffusion and flow in the ground. Considering the above points, it is particularly appropriate to use persulfate (or persulfuric acid) as an oxidizing agent in the in-situ chemical oxidation method. Examples of the persulfate include potassium persulfate and sodium persulfate.
原位置化学酸化法において、浄化に必要な酸化剤の濃度としては、汚染物質の種類および土壌の性状等によって異なるが、酸化剤として過硫酸塩を使用する場合には、おおむね反応領域末端(浄化範囲の末端)において10〜100000mg/L、特に100〜50000mg/Lであることが望ましい。 In the in-situ chemical oxidation method, the concentration of oxidant required for purification varies depending on the type of pollutant and soil properties. However, when persulfate is used as the oxidant, it is generally the end of the reaction region (purification It is desirable that it is 10-100,000 mg / L, particularly 100-50000 mg / L at the end of the range.
注入した酸化剤は、汚染物質や土壌中の還元物質との反応、酸化剤自体の自己分解、土壌中の金属等による触媒作用などによって消費され、酸化剤濃度の低下が生じる。また、酸化剤が地下水流に乗って拡散することによっても酸化剤濃度の低下が生じる。酸化剤の消費速度が非常に大きく、注入した酸化剤が管理可能区域内で安全な濃度レベルにまで低下する場合には、酸化剤の注入のみを行うシステムによっても安全な浄化が可能である。しかし、例えば地下水の存在する帯水層がある場合、該帯水層中の酸化剤消費量は十分に大きくない場合がある。さらに、酸化剤の注入量の増大に応じて土壌の還元性は失われていく。 The injected oxidant is consumed by reaction with pollutants and reducing substances in the soil, self-decomposition of the oxidant itself, catalysis by metals in the soil, and the like, resulting in a decrease in oxidant concentration. In addition, the oxidant concentration is lowered by the diffusion of the oxidant on the groundwater flow. If the oxidant consumption rate is very high and the injected oxidant falls to a safe concentration level in the controllable area, a safe cleanup is possible even with a system that only injects the oxidant. However, for example, when there is an aquifer in which groundwater exists, the oxidant consumption in the aquifer may not be sufficiently large. Furthermore, as the amount of oxidant injected increases, the soil reducibility is lost.
酸化剤の注入のみを主体とした浄化システムにおいては、酸化剤の到達地点および濃度を制御することが難しいことから、酸化剤の注入および揚水を組み合わせて浄化対象エリアを水理学的に封鎖することによって、酸化剤の管理可能区域外への流出を防ぐシステムが非常に有効である。また、酸化剤の注入と揚水を組み合わせることにより、地下水の流速を制御することが可能となるため、酸化剤を目的の浄化対象エリアへすばやく到達させることができ、結果として浄化期間の短縮効果も期待できる。この際、通常は揚水した地下水量に比べて注入量(戻す量)が少ない場合が多く、揚水した余剰の地下水中に地中で消費されずに残存した酸化剤が含まれる場合、この酸化剤を安全なレベルまで処理する必要性がある。この未反応の酸化剤を含有する地下水は、地中に設置した薬剤回収用井戸、集水管などを用いた地下水回収手段により地中から回収し、本発明によって処理することが可能である。 In a purification system mainly consisting of oxidant injection, it is difficult to control the point and concentration of the oxidant, so the area to be purified should be hydraulically blocked by combining oxidant injection and pumping. Therefore, the system that prevents the oxidant from flowing out of the controllable area is very effective. In addition, by combining the injection of oxidant and pumping water, it becomes possible to control the flow rate of groundwater, so that the oxidant can quickly reach the target purification target area, resulting in shortening the purification period. I can expect. At this time, the amount of injection (return amount) is usually small compared to the amount of groundwater pumped, and if the surplus groundwater pumped contains residual oxidant that is not consumed in the ground, this oxidizer Need to be processed to a safe level. The groundwater containing the unreacted oxidant can be recovered from the ground by groundwater recovery means using a chemical recovery well, a water collection pipe, etc. installed in the ground, and can be treated according to the present invention.
以上のように、本発明によれば、酸化剤を含有する水の酸化剤を活性炭により還元処理する方法および装置において、活性炭の劣化を抑制し、活性炭による酸化剤の処理効果を長期間持続させることができる。 As described above, according to the present invention, in the method and apparatus for reducing the oxidant of water containing an oxidant with activated carbon , deterioration of the activated carbon is suppressed and the treatment effect of the oxidant with activated carbon is maintained for a long period of time. be able to.
次に、図面を参照して本発明の実施の形態を説明する。図1は本発明の実施に用いる酸化剤処理装置の一例を示す図である。図1において10は酸化剤含有水導入ライン、12は還元剤タンク、14は還元剤添加ライン、16は還元剤添加ポンプ、18は活性炭反応槽、20は処理水ライン、22はpH調整兼循環水貯留用処理水タンク、24は攪拌機、26はアルカリ剤タンク、28はアルカリ剤添加ライン、30はアルカリ剤添加ポンプ、32はpHコントローラ、34はpHセンサ、36は処理水排出ライン、38は処理水循環ライン、40は循環ポンプを示す。本装置では、還元剤タンク12、還元剤添加ライン14、還元剤添加ポンプ16によって還元剤添加手段が構成されている。 Next, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a diagram showing an example of an oxidizer treatment apparatus used in the practice of the present invention. In FIG. 1, 10 is an oxidizing agent-containing water introduction line, 12 is a reducing agent tank, 14 is a reducing agent addition line, 16 is a reducing agent addition pump, 18 is an activated carbon reaction tank, 20 is a treated water line, and 22 is pH adjustment and circulation. Treated water tank for water storage, 24 is a stirrer, 26 is an alkali agent tank, 28 is an alkali agent addition line, 30 is an alkali agent addition pump, 32 is a pH controller, 34 is a pH sensor, 36 is a treated water discharge line, and 38 is A treated water circulation line 40 is a circulation pump. In this apparatus, a reducing agent adding means is constituted by the reducing agent tank 12, the reducing agent addition line 14, and the reducing agent addition pump 16.
本装置では、酸化剤含有水(例えば、酸化剤製造工程で生成した酸化剤を含む排水や、前述した原位置化学酸化法で地中から回収した未反応の酸化剤を含有する地下水)に、酸化剤含有水導入ライン10において還元剤添加ライン14から過酸化水素を添加する。その後、この酸化剤含有水を活性炭反応槽18に通水し、その処理水を処理水ライン20を通して処理水タンク22に貯留する。処理水タンク22では、攪拌機24で処理水42を攪拌しながら、アルカリ剤添加ライン28から処理水42にアルカリ剤を添加し、処理水のpHを中性付近に調整する。pHを中性付近に調整した処理水の一部は、処理水排出ライン36から系外に排出する。また、処理水の残部は処理水循環ライン38に流し、ここで処理対象水(酸化剤含有水)と混合した後、この混合水を活性炭反応槽18に通水する。 In this equipment, oxidant-containing water (for example, wastewater containing oxidant produced in the oxidant production process or groundwater containing unreacted oxidant recovered from the ground by the in-situ chemical oxidation method described above) Hydrogen peroxide is added from the reducing agent addition line 14 in the oxidizing agent-containing water introduction line 10. Thereafter, the oxidant-containing water is passed through the activated carbon reaction tank 18, and the treated water is stored in the treated water tank 22 through the treated water line 20. In the treated water tank 22, while the treated water 42 is stirred by the stirrer 24, an alkaline agent is added to the treated water 42 from the alkaline agent addition line 28, and the pH of the treated water is adjusted to near neutrality. A portion of the treated water whose pH is adjusted to near neutral is discharged from the treated water discharge line 36 to the outside of the system. Further, the remainder of the treated water flows into the treated water circulation line 38, where it is mixed with the water to be treated (oxidant-containing water), and then this mixed water is passed through the activated carbon reaction tank 18.
本装置では、還元剤添加ライン14から酸化剤含有水に過酸化水素を添加することにより、活性炭反応槽18において、過酸化水素を共存させた状態で酸化剤含有水と活性炭とを接触させる。この場合、活性炭反応槽18に充填する活性炭としては、石炭系、椰子殻系、木炭系などのいずれの種類のものでも使用することができる。また、酸化剤含有水と活性炭との接触手段としては、ケモスタット型反応槽や回分式反応槽などの完全混合型反応器の他、活性炭を充填した反応槽に処理対象液を通水する方法などが使用できるが、単位面積当たりの活性炭量を多くとることができることから、活性炭充填型反応槽である流動床方式の活性炭充填塔とすることが望ましい。活性炭の形状としては、粉体状、粒状、球状、ペレット状、繊維状(繊維上に活性炭を担持させたもの)などを使用できるが、活性炭充填型反応槽を用いる場合には分離性を重視して粒状、ペレット状または繊維状活性炭、完全混合型反応槽を用いる場合には反応速度の速い粉体状または繊維状活性炭を使用することが望ましい。 In this apparatus, by adding hydrogen peroxide to the oxidizing agent-containing water from the reducing agent addition line 14, the oxidizing agent-containing water and activated carbon are brought into contact in the activated carbon reaction tank 18 in a state where hydrogen peroxide is present. In this case, as the activated carbon filled in the activated carbon reaction tank 18, any type of coal, coconut shell, charcoal and the like can be used. In addition, as a means for contacting the oxidant-containing water and activated carbon, in addition to a fully mixed reactor such as a chemostat-type reaction tank or a batch-type reaction tank, a method of passing the liquid to be treated into a reaction tank filled with activated carbon, etc. However, since a large amount of activated carbon per unit area can be obtained, a fluidized bed type activated carbon packed tower which is an activated carbon packed reaction tank is desirable. As the shape of activated carbon, powder, granular, spherical, pellet, and fiber (with activated carbon supported on the fiber) can be used. In the case of using granular, pelletized or fibrous activated carbon, or a fully mixed reaction tank, it is desirable to use powdered or fibrous activated carbon having a high reaction rate.
活性炭反応槽18での処理対象水の最適なpHは、処理対象となる酸化剤によっても異なるが、処理対象酸化剤が過硫酸塩である場合は酸性〜中性領域が望ましい。アルカリ領域による処理では、活性炭の劣化を早める。ただし、通常は過硫酸イオンの還元処理により生成する硫酸イオンによって水のpHが低下するため、必ずしも活性炭反応槽18内の水のpHを制御する必要はない。また、活性炭接触を行った際の酸化剤分解は触媒作用により比較的速やかに行われるが、処理水水質の観点から空塔速度は50以下、特に20以下とすることが望ましい。 Optimum pH of the water being treated with activated carbon reactor 18 varies depending oxidizing agent to be processed object, when processed oxidizing agent is persulfate acidic to neutral region is desirable. Treatment with an alkaline region accelerates the deterioration of the activated carbon. However, since the pH of water is usually lowered by sulfate ions generated by reduction treatment of persulfate ions, it is not always necessary to control the pH of water in the activated carbon reaction tank 18. Further, the oxidant decomposition at the time of contact with activated carbon is carried out relatively quickly by catalytic action, but the superficial velocity is desirably 50 or less, particularly 20 or less from the viewpoint of the quality of treated water.
還元剤添加ライン14から添加する還元剤としては、処理対象の酸化剤と反応しうるもの、つまり処理対象とする酸化剤と比して酸化還元電位の低いものを使用することができる。例えば酸化剤として過硫酸塩を処理する場合、活性炭との接触により硫酸ラジカルが生成するため、この硫酸ラジカルより酸化還元電位の低い物質、具体的には酸化還元電位が2.6eV以下の物質を還元剤として使用することができる。本発明では、このような還元剤として、過酸化水素を用いる。また、薬品の安全性、価格、取り扱い、後段の処理の必要性等を考えると、過酸化水素を使用することが特に望ましい。 As the reducing agent to be added from the reducing agent addition line 14, one that can react with the oxidizing agent to be treated, that is, one having a lower oxidation-reduction potential than the oxidizing agent to be treated can be used. For example, when persulfate is treated as an oxidizing agent, a sulfate radical is generated by contact with activated carbon. Therefore, a substance having a lower redox potential than this sulfate radical, specifically a substance having a redox potential of 2.6 eV or less is used. It can be used as a reducing agent. In the present invention, with such a reducing agent, hydrogen peroxide is used. In addition, the safety of chemicals, price, handling, and consider the need for such in the subsequent stage of processing, it is particularly desirable to use hydrogen peroxide.
過酸化水素は、酸化剤と活性炭とが接触する際に水中に存在していればよく、したがって処理対象水が活性炭と接触する前あるいは同時に添加することができる。また、このときの過酸化水素濃度としては、酸化剤と過酸化水素との反応式により計算し、予め測定しておいた酸化剤濃度に対して、完全に反応した場合の当量の1/10倍〜10倍量程度、好ましくは当量の1/2倍〜2倍量程度とすることが適当である。 Hydrogen peroxide only needs to be present in water when the oxidizing agent and activated carbon come into contact with each other. Therefore, hydrogen peroxide can be added before or simultaneously with the water to be treated in contact with activated carbon. Further, the hydrogen peroxide concentration at this time is calculated by the reaction formula of the oxidant and hydrogen peroxide, and is 1/10 of the equivalent when the reaction is completely performed with respect to the oxidant concentration measured in advance. The amount is about 10 to 10 times, preferably about 1/2 to 2 times the equivalent.
活性炭反応槽18で通水接触により処理対象水を処理する場合、酸化剤として過硫酸イオンが含まれると、その分解によって気体が発生するため、活性炭反応槽には上向流で通水をすることでこの気体の装置内への溜まり込みを防止することができ有効である。また、処理水を再度原水と共に活性炭反応槽に循環させる処理水循環ライン38を設けることにより、活性炭反応槽内の線流速を高く維持し、活性炭上への気泡の付着を防ぎ、さらには希釈効果により見かけ上の酸化剤濃度を減少させる等の望ましい結果をもたらす。このような上向流式の活性炭反応槽を採用した場合、発生した気泡により活性炭の流出を起こす可能性があるため、必要に応じて活性炭反応槽内部や出口に触媒流出防止ネット等を設置する必要性が生じる場合もある。 When processing water being treated by passing water contact with activated carbon reactor 18, the include persulfate ions as an oxidizing agent, because the gas is generated by the decomposition, the activated carbon reactor water flow in upflow By doing so, it is possible to prevent the accumulation of the gas in the apparatus, which is effective. In addition, by providing a treated water circulation line 38 that circulates the treated water together with the raw water to the activated carbon reaction tank, the linear flow rate in the activated carbon reaction tank is maintained high, and bubbles are prevented from adhering to the activated carbon. It produces desirable results such as reducing the apparent oxidant concentration. When such an up-flow type activated carbon reaction tank is adopted, activated carbon may flow out due to the generated bubbles, so a catalyst outflow prevention net, etc. is installed inside or at the outlet of the activated carbon reaction tank if necessary. There may be a need.
活性炭反応槽の材質は、処理対象水の水質に応じて選定することが好ましい。特に処理対象水中に酸化剤として過硫酸塩を含む場合には、過硫酸イオンの分解によってpHが低下するため、ステンレス鋼やFRPのような耐酸性材料を使用することが適当である。 The material of the activated carbon reaction tank is preferably selected according to the quality of the water to be treated. In particular, when persulfate is included as the oxidizing agent in the water to be treated, it is appropriate to use an acid resistant material such as stainless steel or FRP because the pH is lowered by the decomposition of persulfate ions.
酸化剤の処理によって水のpHが低下する場合には、活性炭処理の前および/または後で水にアルカリ剤を添加することにより、pHを中和して処理水を放流することが必要になる場合が多い。活性炭処理後にpHを中和する場合は、本例のように、処理水タンク22にて、攪拌機24で処理水を攪拌している状態で、アルカリ剤添加ライン28から処理水タンク22内の処理水42にアルカリ剤を添加することができる。この場合、pHコントローラ32によりアルカリ剤の流入を制御することができる。また、pHセンサ34を処理水排出ライン36内に設置し、処理水排出ライン36内の処理水にアルカリ剤添加ライン28から直接アルカリ剤を添加することもできる。上記の場合、アルカリ剤としては、水酸化ナトリウム、水酸化カリウム、炭酸水素ナトリウム、炭酸カリウム、炭酸ナトリウムなどの一般的なアルカリ性物質を使用することができる。 When the pH of water is lowered by the treatment with the oxidizing agent, it is necessary to neutralize the pH and discharge the treated water by adding an alkaline agent to the water before and / or after the activated carbon treatment. There are many cases. When neutralizing the pH after the activated carbon treatment, the treatment in the treated water tank 22 is performed from the alkaline agent addition line 28 while the treated water is being stirred by the stirrer 24 in the treated water tank 22 as in this example. An alkaline agent can be added to the water 42. In this case, the pH controller 32 can control the inflow of the alkaline agent. Alternatively, the pH sensor 34 may be installed in the treated water discharge line 36, and the alkaline agent may be added directly from the alkaline agent addition line 28 to the treated water in the treated water discharge line 36. In the above case, general alkaline substances such as sodium hydroxide, potassium hydroxide, sodium hydrogen carbonate, potassium carbonate, sodium carbonate can be used as the alkaline agent.
以下に、実施例により本発明をさらに詳細に説明する。ただし、本発明はこれら実施例によって何ら限定されない。 Hereinafter, the present invention will be described in more detail with reference to examples. However, the present invention is not limited to these examples.
(実施例1)
酸化剤含有原水として、過硫酸ナトリウムを500mg/Lになるように純水に溶解したものをバイアル瓶にて用意した。そして、還元剤を酸化剤濃度に対して完全に反応した場合のほぼ当量となるように、過酸化水素100mg/Lまたはチオ硫酸ナトリウム80mg/Lを上記原水に添加した系(還元剤当量添加・活性炭非通水系)を作成した。また、当量の4倍程度として過酸化水素400mg/Lまたはチオ硫酸ナトリウム320mg/Lとなるように上記原水に添加した系(還元剤4倍当量添加・活性炭非通水系)を作成し、それぞれの系において水中の過硫酸ナトリウム濃度が100mg/L以下となるまでの還元剤との接触時間を測定した。
Example 1
As the oxidizing agent-containing raw water, a solution prepared by dissolving sodium persulfate in pure water to 500 mg / L was prepared in a vial. A system in which 100 mg / L of hydrogen peroxide or 80 mg / L of sodium thiosulfate is added to the raw water (reducing agent equivalent addition · An activated carbon non-water-permeable system) was created. In addition, a system added to the raw water so that the hydrogen peroxide is 400 mg / L or sodium thiosulfate 320 mg / L as about 4 times the equivalent (addition of 4 times equivalent of reducing agent / non-water activated carbon system) is prepared. In the system, the contact time with the reducing agent until the sodium persulfate concentration in water reached 100 mg / L or less was measured.
一方で、アクリル樹脂製カラム(内径30mm、高さ300mm)に触媒として石炭系活性炭(商品名ダイヤホープ:三菱化学社製)を充填高さ100mmとなるように充填した活性炭充填カラムに通水する系を作成した。そして、このカラムに前記酸化剤含有原水を空塔速度10/hrで通水し、処理水の一部をカラム入口に戻して線流速17m/hrで循環運転を行った(還元剤無添加・活性炭通水系)。また、ここで原水流入ラインにおいて、処理対象原水中へ還元剤として過酸化水素を100mg/Lになるように連続添加し(還元剤添加・活性炭通水系)、それぞれの系において処理水中の過硫酸ナトリウム濃度が100mg/L以下となるまでの接触時間を測定した。 On the other hand, water is passed through an activated carbon packed column in which a column made of acrylic resin (inner diameter: 30 mm, height: 300 mm) is packed with coal-based activated carbon (trade name: Diahop: manufactured by Mitsubishi Chemical Corporation) as a catalyst to a height of 100 mm. A system was created. The oxidant-containing raw water was passed through the column at a superficial velocity of 10 / hr, a part of the treated water was returned to the column inlet, and a circulation operation was performed at a linear flow rate of 17 m / hr (no reducing agent added, Activated carbon water flow system). In addition, in the raw water inflow line, hydrogen peroxide is continuously added to the raw water to be treated as a reducing agent at 100 mg / L (reducing agent addition / activated carbon flow system), and persulfate in the treated water in each system. The contact time until the sodium concentration reached 100 mg / L or less was measured.
その結果、過硫酸ナトリウム濃度を500mg/Lから100mg/L以下にするのに必要な接触時間は、還元剤(チオ硫酸ナトリウム)当量添加・活性炭非通水系では30時間、還元剤(チオ硫酸ナトリウム)4倍当量添加・活性炭非通水系では21時間、還元剤(過酸化水素)当量添加・活性炭非通水系では140時間、還元剤(過酸化水素)4倍当量添加・活性炭非通水系では136時間、還元剤無添加・活性炭通水系では0.1時間、還元剤添加・活性炭通水系では0.1時間であった。したがって、本実験により、活性炭充填カラムに通水した系では、還元剤添加の有無に関わらず空塔速度10/hrにおける滞留時間内での接触により迅速に過硫酸ナトリウムを500mg/Lから100mg/L以下まで処理できたのに対し、還元剤添加・活性炭非通水系では、たとえ還元剤の添加量を還元剤添加・活性炭通水系の4倍にしたとしても、その200〜1400倍もの接触時間が必要であり、活性炭による酸化剤の処理が非常に効率的であることが確認された。 As a result, the contact time required to reduce the sodium persulfate concentration from 500 mg / L to 100 mg / L or less is 30 hours for the reducing agent (sodium thiosulfate) equivalent addition / active carbon non-water-passage system, and the reducing agent (sodium thiosulfate). ) Addition of 4 equivalents-Activated carbon non-water-permeable system 21 hours, Reducing agent (hydrogen peroxide) equivalent added-Activated carbon non-water-permeable system 140 hours, Reducing agent (hydrogen peroxide) 4 equivalents added-Activated carbon non-water-permeable system 136 The time was 0.1 hours in the case where no reducing agent was added and the activated carbon water was passed, and 0.1 hours in the case where the reducing agent was added and the activated carbon water was passed. Therefore, according to this experiment, in a system in which water was passed through an activated carbon packed column, sodium persulfate was rapidly changed from 500 mg / L to 100 mg / L by contact within the residence time at a superficial velocity of 10 / hr, regardless of whether a reducing agent was added. Although it was possible to process to less than L, in the case of reducing agent addition / active carbon non-water passage system, even if the amount of reducing agent added is four times that of reducing agent addition / active carbon water passage system, the contact time is 200 to 1400 times that It was confirmed that the treatment of the oxidant with activated carbon is very efficient.
(実施例2)
アクリル樹脂製カラム(内径30mm、高さ300mm)に触媒として石炭系活性炭(ダイヤホープ;三菱化学製)を充填高さ100mmとなるように充填した。そして、このカラムに酸化剤を含んだ水を通水し、活性炭での単独処理を行った場合と還元剤を共存させた場合の酸化剤処理能力を調べた。酸化剤含有原水としては、純水に過硫酸ナトリウムを500mg/Lになるように溶解したものを用意した。この原水を上記カラムに空塔速度10/hrで通水し、線流速を確保するため、処理水の一部をカラム入り口に戻して線流速17m/hrで循環運転を行った。ここで原水流入ラインにおいて、処理対象原水中へ還元剤として過酸化水素を100mg/Lまたはチオ硫酸ナトリウムを83mg/Lになるように連続添加した。また、処理水のpH低下が想定されたため、カラム出口に設置した処理水タンクにpHコントローラを設置し、pHが中性に保たれるよう処理水タンクにおいて処理水に自動的に水酸化ナトリウムの水溶液を添加するようにした。さらに、過酸化水素添加系では大量の気体発生により活性炭の流出が起こるため、活性炭の上部にネットを設置した。
(Example 2)
An acrylic resin column (inner diameter 30 mm, height 300 mm) was packed with coal-based activated carbon (Dia Hope; manufactured by Mitsubishi Chemical Corporation) as a catalyst so as to have a packing height of 100 mm. Then, water containing an oxidant was passed through this column, and the oxidant treatment ability when a single treatment with activated carbon was performed and when a reducing agent was allowed to coexist was examined. As the oxidizing agent-containing raw water, a solution prepared by dissolving sodium persulfate in pure water so as to be 500 mg / L was prepared. This raw water was passed through the column at a superficial velocity of 10 / hr, and in order to ensure a linear flow rate, a part of the treated water was returned to the column inlet and circulated at a linear flow rate of 17 m / hr. Here, in the raw water inflow line, hydrogen peroxide as a reducing agent was continuously added to the raw water to be treated at 100 mg / L or sodium thiosulfate at 83 mg / L. In addition, since a drop in the pH of the treated water was assumed, a pH controller was installed in the treated water tank installed at the column outlet, and sodium hydroxide was automatically added to the treated water in the treated water tank so that the pH was kept neutral. An aqueous solution was added. Furthermore, in the hydrogen peroxide addition system, activated carbon flows out due to the generation of a large amount of gas, so a net was installed above the activated carbon.
上記装置の原水および処理水について過硫酸ナトリウム濃度を測定し、処理水中の過硫酸ナトリウム濃度を100mg/L以下または200mg/L以下に保てる通水量を求めた。一方で還元剤を添加しない系を作成し、処理結果を比較した。その結果、処理水中の過硫酸ナトリウム濃度を100mg/L以下に保てる通水量は、還元剤無添加系では150L、過酸化水素添加系では1100L、チオ硫酸ナトリウム系では600Lであり、処理水中の過硫酸ナトリウム濃度を200mg/L以下に保てる通水量は、還元剤無添加系では220L、過酸化水素添加系では2800L、チオ硫酸ナトリウム系では1300Lであった。したがって、本実験により、過酸化水素添加系、チオ硫酸ナトリウム添加系ともに、還元剤無添加系に対して4〜10倍以上も通水量が増加し、還元剤の添加が非常に有効であることが確認された。また、すべての系においてカラム出口でのpHは2程度まで低下したが、中和装置の働きにより最終的な処理水のpHは中性に保たれた。 The sodium persulfate concentration was measured for the raw water and treated water of the above apparatus, and the amount of water that can be maintained at 100 mg / L or less or 200 mg / L or less in the treated water was determined. On the other hand, the system which does not add a reducing agent was created, and the processing result was compared. As a result, the amount of water that can be maintained at a sodium persulfate concentration of 100 mg / L or less in the treated water is 150 L for the reducing agent-free system, 1100 L for the hydrogen peroxide-added system, and 600 L for the sodium thiosulfate system. The amount of water that can be maintained at a sodium sulfate concentration of 200 mg / L or less was 220 L in the system without addition of a reducing agent, 2800 L in the system with hydrogen peroxide, and 1300 L in the sodium thiosulfate system. Therefore, according to this experiment, both the hydrogen peroxide-added system and the sodium thiosulfate-added system increase the water flow rate by more than 4 to 10 times compared to the system without the reducing agent, and the addition of the reducing agent is very effective. Was confirmed. In all the systems, the pH at the column outlet dropped to about 2, but the final treated water pH was kept neutral by the action of the neutralizer.
10 酸化剤含有水導入ライン
12 還元剤タンク
14 還元剤添加ライン
16 還元剤添加ポンプ
18 活性炭反応槽
20 処理水ライン
22 pH調整兼循環水貯留用処理水タンク
24 攪拌機
26 アルカリ剤タンク
28 アルカリ剤添加ライン
30 アルカリ剤添加ポンプ
32 pHコントローラ
34 pHセンサ
36 処理水排出ライン
38 処理水循環ライン
40 循環ポンプ
DESCRIPTION OF SYMBOLS 10 Oxidizer containing water introduction line 12 Reductant tank 14 Reductant addition line 16 Reductant addition pump 18 Activated carbon reaction tank 20 Treated water line 22 Treated water tank 24 for pH adjustment and circulation water storage 24 Stirrer 26 Alkali agent tank 28 Alkaline agent addition Line 30 Alkali agent addition pump 32 pH controller 34 pH sensor 36 Treated water discharge line 38 Treated water circulation line 40 Circulation pump
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| JP2003353731A JP4455860B2 (en) | 2003-10-14 | 2003-10-14 | Method and apparatus for treating oxidant |
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| JP2003353731A JP4455860B2 (en) | 2003-10-14 | 2003-10-14 | Method and apparatus for treating oxidant |
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| JP2005118626A JP2005118626A (en) | 2005-05-12 |
| JP4455860B2 true JP4455860B2 (en) | 2010-04-21 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2008194554A (en) * | 2007-02-08 | 2008-08-28 | Fuji Mentenir Kk | Treatment method for sewage generated by removal of floor wax |
| JP2008194553A (en) * | 2007-02-08 | 2008-08-28 | Fuji Mentenir Kk | Treatment agent and method for sewage generated by removal of floor wax |
| JP5612820B2 (en) * | 2008-12-26 | 2014-10-22 | オルガノ株式会社 | Purification method for organic chlorine chemical contamination |
| JP5686465B2 (en) * | 2010-08-26 | 2015-03-18 | 株式会社タクマ | Water treatment method and water treatment system using the same |
| CN102240666B (en) * | 2011-06-02 | 2012-12-05 | 中国科学院武汉岩土力学研究所 | Heavy metal polluted soil leaching and remediating device |
| JP5995678B2 (en) * | 2012-11-20 | 2016-09-21 | オルガノ株式会社 | Oxidant treatment method and oxidant treatment apparatus |
| CN108640227A (en) * | 2018-07-09 | 2018-10-12 | 河北工业大学 | A kind of persulfate activation advanced oxidation/immersion catalytic ceramics membrane filtration original position coupling device and its process for purifying water |
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