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JP2011194356A - Apparatus for treatment of wastewater containing cpc - Google Patents

Apparatus for treatment of wastewater containing cpc Download PDF

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JP2011194356A
JP2011194356A JP2010065804A JP2010065804A JP2011194356A JP 2011194356 A JP2011194356 A JP 2011194356A JP 2010065804 A JP2010065804 A JP 2010065804A JP 2010065804 A JP2010065804 A JP 2010065804A JP 2011194356 A JP2011194356 A JP 2011194356A
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cpc
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JP5538968B2 (en
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Yoshiyuki Sugawara
良行 菅原
Hiroki Tanaka
宏樹 田中
Toshiki Oba
俊樹 大庭
Kazuhiro Sato
一宏 佐藤
Takahiro Ito
貴浩 伊藤
Yoichi Hamamoto
洋一 浜本
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Nishihara Environment Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide an apparatus for treatment of wastewater containing CPC which easily separates and recovers CPC in a wastewater containing CPC, inhibits consumption of unnecessary energy and increases contribution to a low carbon society.SOLUTION: A halide salt is added to the wastewater containing CPC and reaction matter of the CPC and the halide salt is produced and separated.

Description

本発明は、ヒアルロン酸製造工程で発生するCPC含有排水を処理すると共にCPCを回収する凝集分離機能を備えたCPC含有排水処理装置に関するものである。   The present invention relates to a CPC-containing wastewater treatment apparatus having a coagulation separation function for treating CPC-containing wastewater generated in a hyaluronic acid production process and recovering CPC.

CPCの使用分野とその性状、及び、水処理に対する影響について、以下に説明する。
・塩化セチルピリジニウム(Cetylpyridinium Chloride:CPC)は、1930年代に発見された合成の「カチオン性脂質」の一種で、「陽イオン親水基」と「長鎖セチル疎水基」を併せ持つ「両親媒性の脂質」であり、典型的な陽イオン界面活性剤でもある。
・他の特徴として、強い殺菌、防かび作用が認められたため、工業的には医療、化粧品分野等で利用され、一例としてティッシュペーパーやのど飴等に使用されている。次いで、界面活性剤等の特性でも酸性多糖類の分離精製やトナーの荷電調整剤等、一般工業分野まで広く使用されている。
・CPCの化学式はC2138CIN・HO(MW358.01)であり、一水塩、無水物がある。
・CPCは強い殺菌作用を示すことから、CPCの処理に生物処理を利用する場合、問題が生じる。CPCの殺菌効果の一例として、工業用に知られているビール酵母などは、CPC10ppmで5分以内に99.9%以上殺菌される。
・化粧品分野でのCPC使用例として、ヒアルロン酸製造時にヒアルロン酸の固定用として使用される。CPCは、ヒアルロン酸製造工程の排水に混入して排出されるが、この排水(工場排水)を処理する場合、通常排水処理プロセスで用いられる生物処理設備において、CPCの殺菌作用により活性汚泥の活性が阻害され、生物処理の能力が低下してしまい、排水処理に支障をきたす。
The field of use of CPC, its properties, and the effects on water treatment are described below.
・ Cetylpyridinium Chloride (CPC) is a kind of synthetic “cationic lipid” discovered in the 1930s. It is a “lipid” and is also a typical cationic surfactant.
-As another feature, strong sterilization and fungicidal action has been recognized, so it is industrially used in the medical and cosmetic fields, and as an example it is used for tissue paper and throat candy. Next, in terms of properties such as surfactants, they are widely used in general industrial fields such as separation and purification of acidic polysaccharides and charge control agents for toners.
Chemical formula of CPC is C 21 H 38 CIN · H 2 O (MW358.01), monohydrate, there is a anhydrides.
-Since CPC shows a strong bactericidal action, a problem arises when biological treatment is used to treat CPC. As an example of the sterilizing effect of CPC, brewer's yeast known for industrial use is sterilized by 99.9% or more within 5 minutes at 10 ppm of CPC.
As an example of CPC use in the cosmetics field, it is used for fixing hyaluronic acid during the production of hyaluronic acid. CPC is mixed with the wastewater from the hyaluronic acid production process and discharged. When this wastewater (factory wastewater) is treated, the activated sludge is activated by the sterilization action of CPC in the biological treatment equipment normally used in the wastewater treatment process. Is impeded, and the capacity of biological treatment is reduced, impeding wastewater treatment.

次に、従来のCPC処理法について説明する。
・CPCの除去、つまり製造工程排水の処理処分は、製造会社の生産工程現場において実施されるため、通常「生産〜排水処理」の内容は企業秘密(非公表)である。
・産業廃棄物処理業者へCPC含有排水の処分を依頼する場合も、排水組成などは企業秘密である。
・これまで知られているCPC含有排水の処理処分方法としては、まず上述したように処理せずにそのまま産業廃液として搬出処分するか、水質基準以下になるよう希釈して放流するか、高額の費用をかけてイオン交換装置等で処理(CPC吸着除去)するか、CPC含有排水自体を冷却する方法があった。
・希釈処理では、放流せずに生物処理する場合、活性阻害濃度以下まで希釈する必要がある。
・イオン交換処理は、CPCが陽イオン界面活性剤であるため、陰イオン交換樹脂により吸着除去する。
・冷却処理は、CPCの特性上、温度を下げると析出して結晶化するため、CPC含有排水自体を零度前後まで冷却して分離除去する。
Next, a conventional CPC processing method will be described.
-Since removal of CPC, that is, disposal of wastewater from the manufacturing process is carried out at the production process site of the manufacturing company, the content of “production to wastewater treatment” is usually a trade secret (undisclosed).
・ Even when the industrial waste disposal contractor is requested to dispose of CPC-containing wastewater, the wastewater composition is a trade secret.
・ As for the treatment and disposal methods of CPC-containing wastewater known so far, it is first carried out as industrial waste liquid without treatment as described above, or diluted and discharged to be below the water quality standard, or expensive. There was a method of processing with an ion exchange apparatus or the like at an expense (CPC adsorption removal) or cooling the CPC-containing wastewater itself.
-In the dilution treatment, when biological treatment is performed without releasing, it is necessary to dilute to an activity inhibitory concentration or less.
-In the ion exchange treatment, since CPC is a cationic surfactant, it is adsorbed and removed by an anion exchange resin.
-Since the cooling treatment precipitates and crystallizes when the temperature is lowered due to the characteristics of CPC, the CPC-containing wastewater itself is cooled to around zero degrees and separated and removed.

特公平5−77681号公報Japanese Patent Publication No. 5-77681 特開2006−265287号公報JP 2006-265287 A

従来、CPCを除去しない場合の問題点と課題について以下に説明する。
・排水からCPCを除去しないと、排水処理プロセスにおける生物処理の能力を低下させることは元より、CPCが十分に除去されず自然界(公共用水域)へ放流された場合、その強い殺菌効果により生態系へも悪影響を及ぼす。
・排水のCPC濃度は、生産工程により異なるが、0.1%〜数%との例もある。このようなCPC濃度の排水を処理処分する場合、以下の課題がある。
(1)CPC含有排水を産業廃棄物業者に委託して搬出処分する場合、7,000〜10,000円/m程度かかり、非常にコスト高である。また、排水貯留設備や搬出設備が必要となり設備費用の高騰を招くばかりか、煩雑な搬出作業や設備の維持管理作業なども必要となる。
(2)CPC除去に希釈法を用いる場合、生物処理での阻害を解消するにはCPC濃度を10〜20mg/Lとする必要がある。この場合、希釈倍率は排水のCPC濃度が0.1%の時でさえ50倍以上の希釈をしなければならず、膨大な希釈水が必要となるばかりか、大量の希釈排水を生物処理しなければならず、希釈水費用や生物処理コストの上昇を招くと共に、排水性状に応じた的確な運転管理・維持管理が求められる。
(3)CPC除去にイオン交換法を適用する場合、処理水のCPC濃度を0.1%(1000mg/L)以下にすることが難しく、CPC高濃度含有排水には対応できるが、低濃度の排水処理は難しい。さらに、排水処理プロセスに別途イオン交換設備を設ける必要があり、またイオン交換樹脂が高価であり、樹脂再生作業も煩雑で、設備コストや運転コストの増大を招く。
(4)CPC除去に冷却法を適用する場合は、CPC含有排水自体を零度前後まで冷却する必要があり、設備コストや運転コストが上昇し、大量の排水を処理する場合や夏季の処理ではエネルギー消費が著しく増大し、省エネや二酸化炭素削減に逆行する。さらにCPC濃度の低い排水では析出されることが難しい。
(5)以上のように、排水からCPCを確実に除去する必要があるが、従来の除去方法では非常にコストが高くなるばかりか、濃度的な制約もあり、とくにCPC低濃度排水からも効率よく安定してCPCを除去する技術が切望されている。
Conventionally, problems and problems when CPC is not removed will be described below.
・ If CPC is not removed from wastewater, it will reduce the ability of biological treatment in the wastewater treatment process, and if CPC is not removed sufficiently and released into the natural world (public water area), it will be ecological due to its strong sterilizing effect. It also has an adverse effect on the system.
-The CPC concentration of waste water varies depending on the production process, but there is an example of 0.1% to several percent. When processing and disposing of such CPC-concentrated wastewater, there are the following problems.
(1) If you entrust the CPC-containing wastewater in industrial waste disposal unloading disposal, it takes about 7,000~10,000 yen / m 3, is very costly. In addition, drainage storage facilities and unloading facilities are required, leading to an increase in facility costs, and complicated unloading operations and facility maintenance operations.
(2) When the dilution method is used for CPC removal, the CPC concentration needs to be 10 to 20 mg / L in order to eliminate the inhibition in biological treatment. In this case, the dilution rate must be 50 times or more even when the CPC concentration of the wastewater is 0.1%, and not only a large amount of diluted water is required but also a large amount of diluted wastewater must be biologically treated. In addition, the cost of dilution water and biological treatment costs are increased, and accurate operation management and maintenance according to the drainage properties are required.
(3) When the ion exchange method is applied to CPC removal, it is difficult to reduce the CPC concentration of treated water to 0.1% (1000 mg / L) or less, and it can be used for wastewater containing high CPC concentration, but low-concentration wastewater treatment. Is difficult. Furthermore, it is necessary to provide a separate ion exchange facility for the wastewater treatment process, the ion exchange resin is expensive, the resin regeneration work is complicated, and the equipment cost and the operation cost are increased.
(4) When the cooling method is applied to CPC removal, it is necessary to cool the CPC-containing wastewater itself to around zero degrees, which increases the equipment cost and operation cost. Consumption significantly increases and goes against energy saving and carbon dioxide reduction. Furthermore, it is difficult to deposit in wastewater with a low CPC concentration.
(5) As described above, it is necessary to reliably remove CPC from the wastewater, but the conventional removal method is not only very expensive, but also has concentration restrictions, especially from low-concentration CPC wastewater. There is an urgent need for a technique for removing CPC stably and stably.

この発明は上記のような課題を解決するためになされたもので、CPC含有排水中のCPCを容易に分離・回収することができて、不必要なエネルギー消費を回避でき、低炭素社会への貢献度が増加するCPC含有排水処理装置を提供することを目的とする。   The present invention has been made to solve the above-described problems, and can easily separate and recover CPC in CPC-containing wastewater, avoid unnecessary energy consumption, and contribute to a low-carbon society. An object of the present invention is to provide a CPC-containing wastewater treatment apparatus whose contribution is increased.

本発明に係るCPC含有排水処理装置は、CPC含有排水にハロゲン化塩を添加し、CPCとハロゲン化塩との反応物を生成させて分離することを特徴とするものである。   The CPC-containing wastewater treatment apparatus according to the present invention is characterized in that a halogenated salt is added to CPC-containing wastewater, and a reaction product of CPC and the halogenated salt is generated and separated.

本発明に係るCPC含有排水処理装置は、CPC含有排水を導入して撹拌する反応槽と、CPC含有排水にハロゲン化塩を添加する薬品添加設備と、前記反応槽の混合液からCPCとハロゲン化塩との反応物を分離する固液分離槽とからなることを特徴とするものである。   The CPC-containing wastewater treatment apparatus according to the present invention includes a reaction vessel that introduces and stirs CPC-containing wastewater, a chemical addition facility that adds a halogenated salt to the CPC-containing wastewater, and CPC and halogenation from a mixture of the reaction vessel. It is characterized by comprising a solid-liquid separation tank for separating a reaction product with a salt.

本発明に係るCPC含有排水処理装置の前記反応槽は、急速撹拌槽を備えていることを特徴とするものである。   The reaction tank of the CPC-containing wastewater treatment apparatus according to the present invention includes a rapid stirring tank.

本発明に係るCPC含有排水処理装置に適用する前記ハロゲン化塩は、ヨウ化カリウムまたは臭化カリウムであることを特徴とするものである。   The halogenated salt applied to the CPC-containing wastewater treatment apparatus according to the present invention is potassium iodide or potassium bromide.

この発明では、CPCの除去は、CPC含有排水にヨウ化カリウム(KI)等のハロゲン化塩を添加して反応物(固体)を生成させて分離する。この発明は本願発明者等が鋭意試験研究の末に成し得たものであって、CPC含有排水の処理試験においてヨウ化カリウムをCPC含有排水に添加して放置し、透明な結晶が生成することを初めて実証した。このCPI結晶の生成は、以下の化学式に示す反応によるものと考えられる。   In the present invention, CPC is removed by adding a halide salt such as potassium iodide (KI) to CPC-containing wastewater to produce a reaction product (solid) and separating it. This invention has been made by the inventors of the present invention as a result of earnest test research. In the treatment test for CPC-containing wastewater, potassium iodide is added to the CPC-containing wastewater and left to stand to produce transparent crystals. This is the first demonstration. The formation of this CPI crystal is thought to be due to the reaction shown in the following chemical formula.

〔化学式〕
2138+(aq)+I-(aq)→C2138NI(S)・・・式1

(aq):水溶液中に溶解 (S):固体
〔Chemical formula〕
C 21 H 38 N + (aq) + I (aq) → C 21 H 38 NI (S) Formula 1

(aq): Dissolved in aqueous solution (S): Solid

CPCの溶液にKIを添加すると、ヨウ素の酸化力によりCPIに変化し固形化する。
通常、ヨウ素が遊離した状態で水中に存在すると水溶液は着色するが、この反応では透明で着色しない。このことからも上記の反応ではないかと考えた。
また、ハロゲン化塩として、他に臭化カリウム(KBr)も有効であることを見出した。
When KI is added to the CPC solution, it is changed to CPI due to the oxidizing power of iodine and solidifies.
Usually, when present in water with iodine liberated, the aqueous solution is colored, but in this reaction it is transparent and not colored. From this, the above reaction was considered.
It was also found that potassium bromide (KBr) is also effective as a halide salt.

上記反応の実証により、従来では溶液中に数%という高濃度で存在し、凝集温度零度以下という条件において初めて可能であった凝集分離が、10〜30℃程度の液温において、1,000mg/L程度(0.1%程度)のCPCを含有する溶液においても可能となった。
よって、本発明は以下に示す効果を奏する。
・生産工場の既設活性汚泥方式の排水処理施設への影響を抑えるための膨大な水による希釈が不要となり、希釈水の節減と希釈による排水処理量の増大に伴う排水処理施設の処理能力増強を回避できる。
・イオン交換法、冷却法など設備建設、維持管理に膨大なコストを必要とし、かつ運転が煩雑で管理の難しい設備を不要化できた。
・上記の2つの代表的な効果により、不必要なエネルギー消費を回避でき、低炭素社会への貢献度を増加できる。
Based on the demonstration of the above reaction, agglomeration separation, which was conventionally possible at a high concentration of several percent in the solution and was possible for the first time under the condition that the agglomeration temperature is 0 ° C. or less, was 1,000 mg / L at a liquid temperature of about 10 to 30 ° C. Even in a solution containing about (0.1%) CPC.
Therefore, the present invention has the following effects.
・ Eliminates the need to dilute with a huge amount of water to reduce the impact on the existing activated sludge wastewater treatment facility at the production plant, thereby reducing the dilution water and increasing the treatment capacity of the wastewater treatment facility due to the increase in the amount of wastewater treatment due to dilution. Can be avoided.
・ The construction and maintenance of facilities such as the ion exchange method and cooling method require enormous costs, and facilities that are complicated to operate and difficult to manage can be eliminated.
-The above two typical effects can avoid unnecessary energy consumption and increase the contribution to a low-carbon society.

実施の形態1.
図1は本発明の実施の形態1による基本的なCPC含有排水処理装置を示すフロー図である。この実施の形態1によるCPC含有排水処理装置は、原水流入管2からCPC含有排水を導入する反応槽1と、CPC含有排水にハロゲン化塩を添加する薬品供給設備3と、前記反応槽1内でCPC含有排水とハロゲン化塩を撹拌・混合する撹拌機4と、前記反応槽1からCPC含有排水とハロゲン化塩の混合液を導入し、CPCとハロゲン化塩との反応物を分離する固液分離設備6とを備えた基本構造となっている。
Embodiment 1 FIG.
FIG. 1 is a flowchart showing a basic CPC-containing wastewater treatment apparatus according to Embodiment 1 of the present invention. The CPC-containing wastewater treatment apparatus according to Embodiment 1 includes a reaction tank 1 for introducing CPC-containing wastewater from a raw water inflow pipe 2, a chemical supply facility 3 for adding a halide salt to CPC-containing wastewater, and the reaction tank 1 And a stirrer 4 that stirs and mixes the CPC-containing wastewater and the halide salt, and a mixture of the CPC-containing wastewater and the halide salt is introduced from the reaction tank 1 to separate the reaction product of CPC and the halide salt. The basic structure includes a liquid separation facility 6.

この実施の形態1においては、薬品供給設備3からのハロゲン化塩を原水流入管2のCPC含有排水に添加するが、反応槽1内のCPC含有排水に前記ハロゲン化塩を直接添加しても良い。   In Embodiment 1, the halogenated salt from the chemical supply facility 3 is added to the CPC-containing wastewater in the raw water inflow pipe 2, but even if the halogenated salt is added directly to the CPC-containing wastewater in the reaction tank 1. good.

前記薬品供給設備3からCPC含有排水に添加するハロゲン化塩は、KI,KBr等であるが、その種類は問わず、また、種類が異なるハロゲン化塩属の混合物でも良く、さらには、固形や液状のハロゲン化塩でも良い。   Halogenated salt added to the CPC-containing wastewater from the chemical supply equipment 3 is KI, KBr, etc., but the type is not limited, and a mixture of different types of halogenated salts may be used. Liquid halide salts may also be used.

前記薬品供給設備3は、薬品貯留タンクや薬品供給ポンプで構成されているが、その構成は問われるものでない。
また、前記固液分離設備6として沈殿槽を使用した場合、該沈殿槽は通常のもので良く、その形状は、円形や矩形を問われるものでない。
Although the said chemical | medical agent supply equipment 3 is comprised by the chemical | medical agent storage tank and the chemical | medical agent supply pump, the structure is not ask | required.
Further, when a precipitation tank is used as the solid-liquid separation facility 6, the precipitation tank may be a normal one, and the shape thereof is not limited to a circle or a rectangle.

なお、図1において、5は反応槽1の混合液を固液分離設備6に移流させる移流管、7は固液分離設備6の分離処理水を排出する処理水排出管、8は固液分離設備6で固液分離されて沈殿した反応物(固形物)を排出する反応物引抜管である。   In FIG. 1, 5 is a convection pipe for transferring the mixed liquid in the reaction tank 1 to the solid-liquid separation equipment 6, 7 is a treated water discharge pipe for discharging the separation treated water of the solid-liquid separation equipment 6, and 8 is solid-liquid separation. This is a reactant drawing tube for discharging a reaction product (solid matter) that has been separated into solid and liquid by the equipment 6 and precipitated.

次に動作について説明する。
原水流入管2を流れる原水であるCPC含有排水(原水)は、薬品供給設備3から添加されたヨウ化カリウム(KI)等のハロゲン化塩との混合液となって反応槽1内に導入される。反応槽1内に導入された混合液は撹拌機4で撹拌・混合されることにより、固形化された反応物が生成され、該反応物を含む混合液が移流管5を介して固液分離設備6に流入し、固液分離設備6では、混合液に含まれたCPCが反応物(固形物)として沈殿し固液分離設備6下部に接続された反応物引抜管8から排出されると共に、固液分離設備6の上澄液は処理水として処理水排出管7から系外に排出される。
Next, the operation will be described.
CPC-containing wastewater (raw water) that is raw water flowing through the raw water inflow pipe 2 is introduced into the reaction tank 1 as a mixed liquid with a halide salt such as potassium iodide (KI) added from the chemical supply facility 3. The The mixed solution introduced into the reaction tank 1 is stirred and mixed by the stirrer 4 to generate a solidified reaction product, and the mixed solution containing the reaction product is separated into solid and liquid via the transfer pipe 5. In the solid-liquid separation facility 6, the CPC contained in the mixed liquid is precipitated as a reaction product (solid matter) and discharged from the reactant drawing tube 8 connected to the lower part of the solid-liquid separation facility 6. The supernatant liquid of the solid-liquid separation facility 6 is discharged out of the system from the treated water discharge pipe 7 as treated water.

以上説明した実施の形態1では、CPC含有排水にヨウ化カリウム等のハロゲン化塩を添加することにより、混合液に含まれたCPCを固形化(凝集)した反応物として生成し分離することができる。このことは、本願発明者等が鋭意研究の末に成し得たのであって、CPC含有排水の処理試験において、ヨウ化カリウムをCPC含有排水に添加して放置し、透明な結晶が生成することを初めて実証できたのであり、そのCPI結晶の生成は、以下の反応によるものと考えられる。

2138+(aq)+I-(aq)→C2138NI(S)・・・式1

(aq):水溶液中に溶解 (S):固体
In Embodiment 1 demonstrated above, by adding halogenated salts, such as potassium iodide, to CPC containing waste_water | drain, it produces | generates and isolate | separates CPC contained in the liquid mixture as a solidified (aggregated) reactant. it can. This has been achieved by the inventors of the present invention after intensive research, and in the treatment test for CPC-containing wastewater, potassium iodide is added to the CPC-containing wastewater and left to stand to produce transparent crystals. This was demonstrated for the first time, and the formation of the CPI crystal is thought to be due to the following reaction.

C 21 H 38 N + (aq) + I (aq) → C 21 H 38 NI (S) Formula 1

(aq): Dissolved in aqueous solution (S): Solid

CPCの溶液にKIを添加すると、ヨウ素の酸化力によりCPIに変化し固形化する。
通常、ヨウ素が遊離した状態で水中に存在すると、水溶液は着色するが、この反応では透明で着色しなかった。このことからも上記の反応ではないかと考えた。
また、ハロゲン化塩として、他に臭化カリウム(KBr)も有効であることを見出した。
When KI is added to the CPC solution, it is changed to CPI due to the oxidizing power of iodine and solidifies.
Usually, when present in water in a state where iodine is liberated, the aqueous solution is colored, but in this reaction, it is transparent and not colored. From this, the above reaction was considered.
It was also found that potassium bromide (KBr) is also effective as a halide salt.

上記反応の実証により、従来では溶液中に数%という高濃度のCPCが存在し、凝集温度零度以下という条件において初めて可能であったCPCの凝集分離が、10〜30℃程度の液温において、1,000mg/L程度(0.1%程度)のCPCを含有する溶液においても可能となった。 As a result of the demonstration of the above reaction, the CPC coagulation / separation, which has been possible for the first time under the condition of a high concentration of CPC of several percent in the solution and the coagulation temperature of 0 ° C. or lower, at a liquid temperature of about 10 to 30 ° C. This is possible even in a solution containing about 1,000 mg / L (about 0.1%) of CPC.

よって、本発明によれば、以下に示す効果を奏する
(1)生産工場の既設活性汚泥方式の排水処理施設への影響を抑えるための膨大な水による希釈が不要となり、希釈水の節減と希釈による排水処理量の増大に伴う排水処理施設の処理能力増強を回避できる。
(2)イオン交換法、冷却法など設備建設、維持管理に膨大なコストを必要とし、かつ運転が煩雑で管理が難しい設備を不要化できる。
(3)上記2つの代表的な効果により、不必要なエネルギー消費を回避でき、低炭素社会への貢献度が増加する。
Therefore, according to the present invention, the following effects can be obtained. (1) Dilution with an enormous amount of water to suppress the influence on the wastewater treatment facility of the existing activated sludge system in the production factory is unnecessary, and the dilution water is saved and diluted. It is possible to avoid an increase in the treatment capacity of the wastewater treatment facility due to an increase in the amount of wastewater treatment due to.
(2) Equipment that requires enormous costs for equipment construction and maintenance such as ion exchange and cooling, and equipment that is complicated and difficult to manage can be eliminated.
(3) The above two typical effects can avoid unnecessary energy consumption and increase the contribution to a low-carbon society.

実施の形態2.
図2は本発明の実施の形態2によるCPC含有排水処理装置を示すフロー図であり、図1と同一または相当部分には同一符号を付して重複説明を省略する。
この実施の形態2では、前記実施の形態1における反応槽1の前段に、原水流入管2からCPC含有排水を導入する急速撹拌槽10を設置した点、その急速撹拌槽10内に急速撹拌用の攪拌機40を設置した点、急速撹拌槽10に薬品供給設備3からハロゲン化塩を直接添加させる点、反応槽1内の撹拌機4を緩速撹拌用とした点が、前記実施の形態1と大きく異なる。
なお、前記撹拌機4,40は機械式撹拌羽根でよいが、他に駆動部を必要とせず、槽内に固定板等を設置し混和式の流速を利用してもよく、撹拌方法は問われるものでない。
Embodiment 2. FIG.
FIG. 2 is a flowchart showing a CPC-containing waste water treatment apparatus according to Embodiment 2 of the present invention. The same or corresponding parts as those in FIG.
In the second embodiment, a rapid stirring tank 10 for introducing CPC-containing wastewater from the raw water inflow pipe 2 is installed in the preceding stage of the reaction tank 1 in the first embodiment, and the rapid stirring tank 10 is used for rapid stirring. The point that the stirrer 40 is installed, the halide salt is directly added to the rapid stirring tank 10 from the chemical supply equipment 3, and the stirrer 4 in the reaction tank 1 is used for slow stirring are described in the first embodiment. And very different.
The stirrers 4 and 40 may be mechanical stirring blades, but no other drive unit is required, and a fixed plate or the like may be installed in the tank to use a mixing flow rate. It is not something

以上説明した実施の形態2では、反応槽1の前段に急速撹拌槽10を設置したことにより、CPC含有排水とハロゲン化塩の混合率が向上し、処理能力が増加するという効果がある。   In the second embodiment described above, since the rapid stirring tank 10 is installed in the previous stage of the reaction tank 1, there is an effect that the mixing ratio of the CPC-containing wastewater and the halide salt is improved and the processing capacity is increased.

実施例1.
上記実施の形態2によるCPC含有排水処理装置を実験稼動した結果の実施例1について説明する。
この実施例1では、急速撹拌槽10として0.5mの角タンクを使用し、反応槽1として5mの角タンクを使用し、固液分離設備6は5mの円形槽を使用し、該円形槽の底部に接続した反応物引抜管8には反応物返送ポンプ(図示せず)を設置し、これらによってCPC除去工程を構成した。
また、薬品供給設備3から急速撹拌槽10に供給する薬品(ハロゲン化塩)としてはヨウ化カリウム(KI)50%の水溶液を使用した。
そして、CPC約1000mg/Lを含むCPC含有排水を水中ポンプにより急速撹拌槽10に連続的に供給し、ヨウ化カリウムをモノフレックスポンプにより添加して処理した。その処理性能の一例としてCPCの除去結果を表1に示す。
Example 1.
Example 1 as a result of experimentally operating the CPC-containing wastewater treatment apparatus according to the second embodiment will be described.
In Example 1, use square tank 0.5 m 3 as rapidly stirred tank 10, use square tank 5 m 3 as reaction vessel 1, the solid-liquid separation equipment 6 uses a circular tank of 5 m 3, A reactant return pump (not shown) was installed in the reactant drawing tube 8 connected to the bottom of the circular tank, and these constituted a CPC removal step.
Further, as a chemical (halogenated salt) supplied from the chemical supply facility 3 to the rapid stirring tank 10, an aqueous solution of 50% potassium iodide (KI) was used.
And the CPC containing wastewater containing about 1000 mg / L of CPC was continuously supplied to the rapid stirring tank 10 with the submersible pump, and potassium iodide was added and processed with the monoflex pump. Table 1 shows the CPC removal result as an example of the processing performance.

Figure 2011194356
Figure 2011194356

上記表1の結果から、従来のCPC除去技術では難しい、CPC1000mg/L程度でも、本発明によりCPC濃度数百mg/Lまで除去可能であることが確認された。   From the results of Table 1 above, it was confirmed that even the CPC of about 1000 mg / L, which is difficult with the conventional CPC removal technology, can be removed to a CPC concentration of several hundred mg / L by the present invention.

実施の形態3.
図3は本発明の実施の形態3によるCPC含有排水処理装置を示すフロー図である。この実施の形態3では、反応槽1の前段に急速撹拌槽10と冷却設備11を設置すると共に、薬品供給設備3から急速撹拌槽10と反応槽1の両方にKI(ヨウ化カリウム)溶液を注入する構成とした点が前記実施の形態1,2と大きく異なる。
Embodiment 3 FIG.
FIG. 3 is a flowchart showing a CPC-containing wastewater treatment apparatus according to Embodiment 3 of the present invention. In the third embodiment, the rapid stirring tank 10 and the cooling equipment 11 are installed in the previous stage of the reaction tank 1, and a KI (potassium iodide) solution is supplied from the chemical supply equipment 3 to both the rapid stirring tank 10 and the reaction tank 1. The point of the configuration for injection is greatly different from those of the first and second embodiments.

この実施の形態3によれば、原水流入管2のCPC含有排水に薬品供給設備3からKI溶液が注入されることにより、該KI溶液とCPC含有排水の混合液が急速撹拌槽10に流入して急速撹拌機40で急速撹拌された後、急速撹拌槽10の混合液が反応槽1に移送される過程で冷却設備11により冷却されて反応槽1に流入する。
したがって、反応槽1に流入する混合液の液温を低下させることができ、該反応槽1での反応効率が向上する。
According to the third embodiment, when the KI solution is injected from the chemical supply facility 3 into the CPC-containing wastewater of the raw water inflow pipe 2, the mixture of the KI solution and the CPC-containing wastewater flows into the rapid stirring tank 10. After being rapidly stirred by the rapid stirrer 40, the liquid mixture in the rapid stirring tank 10 is cooled by the cooling equipment 11 in the process of being transferred to the reaction tank 1 and flows into the reaction tank 1.
Therefore, the liquid temperature of the liquid mixture flowing into the reaction tank 1 can be lowered, and the reaction efficiency in the reaction tank 1 is improved.

すなわち、CPC含有排水のCPC除去効率は、表1からも分かるように水温が上昇すると悪化する。この対策として本発明では、前述のように反応槽1の前段に冷却設備11を設置してCPC含有排水とKI溶液の混合液を冷却し、該冷却後の混合液を反応槽1に流入させるので、反応槽1では反応効率が向上する。   That is, the CPC removal efficiency of the CPC-containing wastewater deteriorates as the water temperature rises as can be seen from Table 1. As a countermeasure against this, in the present invention, as described above, the cooling equipment 11 is installed in the previous stage of the reaction tank 1 to cool the mixed liquid of the CPC-containing wastewater and the KI solution, and the cooled mixed liquid flows into the reaction tank 1. Therefore, the reaction efficiency is improved in the reaction tank 1.

なお、前記実施の形態3において、冷却設備11は、原水(CPC含有排水)そのものや処理装置全体を冷却しても良く、また、冷却手段は、自然放熱やチラー、クーリングタワー等を使用した熱交換でも良く、手段は問わない。   In the third embodiment, the cooling facility 11 may cool the raw water (CPC-containing wastewater) itself or the entire treatment apparatus, and the cooling means may use natural heat radiation, heat exchange using a chiller, a cooling tower, or the like. But it does n’t matter what means.

実施の形態4.
図4は本発明の実施の形態4によるCPC含有排水処理装置を示すフロー図であり、図2および図3と同一または相当部分には同一符号を付して重複説明を省略する。
この実施の形態4では、CPC含有排水流入ラインである原水流入管2に冷却設備11を設置した点、また、薬品供給設備3からCPC含有排水に注入するハロゲン化塩として臭化カリウム(KBr)を使用した点、さらには反応槽1内の撹拌機として水中ポンプ30を使用した点が前記実施の形態2,3と大きく異なる。
このように構成した実施の形態4によるCPC含有排水処理装置を実際に運転した結果の実施例2について以下に説明する。
Embodiment 4 FIG.
FIG. 4 is a flowchart showing a CPC-containing waste water treatment apparatus according to Embodiment 4 of the present invention. The same or corresponding parts as those in FIGS.
In the fourth embodiment, a cooling facility 11 is installed in the raw water inflow pipe 2 which is a CPC-containing wastewater inflow line, and potassium bromide (KBr) is used as a halide salt to be injected from the chemical supply facility 3 into the CPC-containing wastewater. Further, the point that the submersible pump 30 is used as a stirrer in the reaction tank 1 is greatly different from the second and third embodiments.
Example 2 as a result of actually operating the CPC-containing wastewater treatment apparatus according to Embodiment 4 configured as described above will be described below.

実施例2.
この実施例2では、原水のCPC濃度は924mg/L、原水に注入するKBrの溶解濃度は30%である。
KBrもKIと同様にCPCと反応し、臭素(Br)の酸化力により、CPBrが生成し固形化すると考え、実施の形態4のCPC含有排水処理装置を運転した結果を表2に示す。
Example 2
In Example 2, the CPC concentration of raw water is 924 mg / L, and the dissolution concentration of KBr injected into the raw water is 30%.
Similarly to KI, KBr reacts with CPC, and CPBr is generated and solidified by the oxidizing power of bromine (Br). Table 2 shows the results of operating the CPC-containing wastewater treatment apparatus of Embodiment 4.

Figure 2011194356
Figure 2011194356

表2に示すようにCPCの除去性能はKBrの薬注率についてKIと比較して高いが、処理水CPC濃度は低いため、KBrもKIと同様に使用可能であることが確認された。
したがって、実施の形態4の場合も前記実施の形態3と同様の作用効果を奏する。
As shown in Table 2, the removal performance of CPC was higher than that of KI with respect to the dose rate of KBr, but since the CPC concentration of treated water was low, it was confirmed that KBr can be used in the same manner as KI.
Therefore, in the case of the fourth embodiment, the same effects as those of the third embodiment are obtained.

実施の形態5.
図5は本発明の実施の形態5によるCPC含有排水処理装置を示すフロー図であり、図4と同一または相当部分には同一符号を付して重複説明を省略する。
この実施の形態5では、前記実施の形態4(図4)に示した反応槽1内に複数の迂流板12を配置して上下方向に蛇行する混合液撹拌用の迂流路を形成した点、前記反応槽1の混合液の一部を冷却設備11前段のCPC含有排水流入ライン(原水流入管2)に返送・循環させる点が前記実施の形態4と大きく異なる。
Embodiment 5 FIG.
FIG. 5 is a flowchart showing a CPC-containing wastewater treatment apparatus according to Embodiment 5 of the present invention. The same or corresponding parts as in FIG.
In the fifth embodiment, a plurality of bypass plates 12 are arranged in the reaction tank 1 shown in the fourth embodiment (FIG. 4) to form a bypass channel for stirring the mixed solution that meanders in the vertical direction. The point which differs in the point which returns and circulates a part of liquid mixture of the said reaction tank 1 to the CPC containing waste_water | drain inflow line (raw water inflow pipe | tube 2) of the cooling equipment 11 front | former | stage is a big difference.

前記混合液の返送・循環手段として、この実施の形態5では、反応槽1の混合液を固液分離設備6に移流させる移流管5と冷却設備11前段の原水流入管2とを返送本管13で接続し、該返送本管13に前記移流管5側から開閉弁14、循環ポンプ16、開閉弁15を配置すると共に、反応槽1の底部と返送本管13とを返送枝管13aで接続し、該返送枝管13aにも開閉弁17を設置し、また、急速撹拌槽10の底部と返送本管13とを返送枝管13bで接続し、該返送枝管13bにも開閉弁18を設置したものである。   In the fifth embodiment, as the return / circulation unit for the mixed solution, a return pipe 5 for transferring the mixed solution in the reaction tank 1 to the solid-liquid separation facility 6 and a raw water inflow pipe 2 in the preceding stage of the cooling facility 11 are returned. 13, an opening / closing valve 14, a circulation pump 16, and an opening / closing valve 15 are arranged on the return main pipe 13 from the side of the advection pipe 5, and the bottom of the reaction tank 1 and the return main pipe 13 are connected by a return branch pipe 13 a. The return branch pipe 13a is connected to the open / close valve 17, the bottom of the rapid stirring tank 10 and the return main pipe 13 are connected by the return branch pipe 13b, and the return branch pipe 13b is also connected to the open / close valve 18b. Is installed.

このように構成した実施の形態5によれば、反応槽1からの流出混合液の一部を循環ポンプ16で急速撹拌槽10もしくはCPC含有排水流入ライン(原水流入管2)に返送することにより、返送された流出混合液中の反応物(固形物)が核となり、式1により生成する反応物の固形化が助長され、処理水CPC濃度が低下し、混合液の撹拌時間および固液分離時間を短くできて処理効率が向上するという効果がある。
また、急速撹拌槽10から反応槽1内に流入する混合液が該反応槽1内の迂流板12間を蛇行流動することにより撹拌されるので、反応槽1の混合液を動力で撹拌する撹拌機を不要化できるという効果もある。
According to Embodiment 5 configured in this manner, a part of the effluent mixed liquid from the reaction tank 1 is returned to the rapid stirring tank 10 or the CPC-containing drainage inflow line (raw water inflow pipe 2) by the circulation pump 16. The reaction product (solid matter) in the returned effluent mixture serves as a nucleus, which facilitates solidification of the reaction product produced by Formula 1, lowers the CPC concentration of the treated water, and stirs the mixture and solid-liquid separation. There is an effect that the processing time can be shortened and the processing efficiency is improved.
Further, since the mixed liquid flowing into the reaction tank 1 from the rapid stirring tank 10 is stirred by flowing meandering between the bypass plates 12 in the reaction tank 1, the mixed liquid in the reaction tank 1 is stirred by power. There is also an effect that an agitator can be eliminated.

実施例3.
前記実施の形態5によるCPC含有排水処理装置を実際に運転し、反応槽1の流出混合液の一部をCPC含有排水流入ラインに返送した場合の結果を表3に示す。
Example 3
Table 3 shows the results when the CPC-containing wastewater treatment apparatus according to Embodiment 5 was actually operated and a part of the effluent mixed solution in the reaction tank 1 was returned to the CPC-containing wastewater inflow line.

Figure 2011194356
Figure 2011194356

表3からも分かるように、CPCの除去性能は混合液の返送により処理量増加時でも処理水CPC濃度が低下しているのが確認できる。
また、前記実施の形態5における混合液の循環ライン(返送本管13、返送枝管13a,13b)は、循環ポンプ16の起動により装置運転のスタートアップを有効に行わせる効果がある。すなわち、水温が高いCPC含有排水の処理で一次停止した装置を再起動する場合、循環ポンプのみを最初に起動させ、装置全体の水温を低下後、CPC含有排水の導入が可能となる効率的な運転ができる。
As can be seen from Table 3, it can be confirmed that the CPC removal performance is reduced even when the treatment amount is increased by returning the mixed solution.
Further, the mixed liquid circulation line (return main pipe 13, return branch pipes 13a and 13b) in the fifth embodiment has an effect of effectively starting up the operation of the apparatus by starting the circulation pump 16. That is, when restarting a device that has been temporarily stopped due to the treatment of CPC-containing wastewater with a high water temperature, only the circulation pump is started first, and after the water temperature of the entire device is lowered, it is possible to introduce CPC-containing wastewater. I can drive.

実施の形態6.
図6は本発明の実施の形態6によるCPC含有排水処理装置を示すフロー図であり、図2と同一部分には同一符号を付して説明する。
この実施の形態6では、前記実施の形態2における反応槽1内に混合液撹拌用の曝気装置19を設置すると共に、固液分離設備6で沈殿分離された固形化物を急速撹拌槽10もしくはCPC含有排水流入ラインに返送する構成としたものである。
なお、前記曝気装置19は、曝気による撹拌方式としているが、アスピレーターでもよく、空気流入方式は問わない。
Embodiment 6 FIG.
FIG. 6 is a flowchart showing a CPC-containing wastewater treatment apparatus according to Embodiment 6 of the present invention. The same parts as those in FIG.
In the sixth embodiment, an aeration device 19 for stirring the mixed liquid is installed in the reaction tank 1 in the second embodiment, and the solidified product precipitated and separated by the solid-liquid separation facility 6 is rapidly stirred tank 10 or CPC. It is configured to return to the contained drainage inflow line.
In addition, although the aeration apparatus 19 is a stirring method by aeration, an aspirator may be used, and an air inflow method is not limited.

この実施の形態6では、固液分離設備6の固形化物返送手段として、固液分離設備6の底部と原水流入管2とを返送本管20で接続し、該返送本管20に固液分離設備6側から返送ポンプ21と開閉弁22を配置すると共に、急速撹拌槽10の底部と返送本管20とを返送枝管23で接続し、該返送枝管23に開閉弁24を設けたものである。したがって、返送本管20の開閉弁22もしくは返送枝管23の開閉弁24のいずれか一方を開いて他方を閉じた状態で、返送ポンプ21を起動させることにより、固液分離設備6で沈殿分離された固形化物を原水流入管2もしくは急速撹拌槽10に返送させることができる。   In the sixth embodiment, as the solidified material returning means of the solid-liquid separation facility 6, the bottom of the solid-liquid separation facility 6 and the raw water inflow pipe 2 are connected by the return main tube 20, and the solid-liquid separation is performed on the return main tube 20. The return pump 21 and the opening / closing valve 22 are arranged from the facility 6 side, the bottom of the rapid stirring tank 10 and the return main pipe 20 are connected by the return branch pipe 23, and the return branch pipe 23 is provided with the opening / closing valve 24. It is. Accordingly, the solid-liquid separation facility 6 separates the precipitate by starting the return pump 21 with one of the on-off valve 22 of the return main pipe 20 and the on-off valve 24 of the return branch pipe 23 opened and the other closed. The solidified product can be returned to the raw water inflow pipe 2 or the rapid stirring tank 10.

このように固液分離設備6の固形化物を原水流入管2もしくは急速撹拌槽10に返送することにより、反応物の濃度が比較的高濃度となり、返送ポンプ21の能力が小さくて済むため、省エネルギー化が図れる。   By returning the solidified material of the solid-liquid separation facility 6 to the raw water inflow pipe 2 or the rapid stirring tank 10 in this way, the concentration of the reactant becomes relatively high, and the capacity of the return pump 21 can be reduced. Can be achieved.

実施の形態7.
図7は本発明の実施の形態7によるCPC含有排水処理装置を示すフロー図であり、図6と同一部分には同一符号を付して重複説明を省略する。
この実施の形態7では、前記実施の形態6における原水流入管2に冷却設備11を設置すると共に、前記実施の形態6で反応槽1とは別途に設置した固液分離設備6を不要化して反応槽1内に鉛直方向に配置され、円周に複数の分離羽根25aが間隔を持ち間隙(スリット)が空くように配設され、固形化物を含む混合液を固液分離する筒状回転体25と、該筒状回転体25を60回転/分以下で回転させる駆動手段25bを固液分離設備として設置し、反応槽1で固液分離された固形化物の一部を返送ポンプ21で原水流入管2もしくは急速撹拌槽10に返送する構成としたものである。
Embodiment 7 FIG.
FIG. 7 is a flowchart showing a CPC-containing wastewater treatment apparatus according to Embodiment 7 of the present invention. The same parts as those in FIG.
In this Embodiment 7, while installing the cooling equipment 11 in the raw | natural water inflow pipe 2 in the said Embodiment 6, the solid-liquid separation equipment 6 installed separately from the reaction tank 1 in the said Embodiment 6 is made unnecessary. A cylindrical rotating body that is disposed in the reaction tank 1 in a vertical direction, and is provided with a plurality of separation blades 25a spaced around the circumference and with a gap (slit) therebetween to separate a mixed liquid containing a solidified product into a solid-liquid separation. 25 and a driving means 25b for rotating the cylindrical rotating body 25 at 60 revolutions / minute or less are installed as a solid-liquid separation facility, and a part of the solidified material separated in the reaction tank 1 is fed into raw water by a return pump 21. It is configured to return to the inflow pipe 2 or the rapid stirring tank 10.

このように構成した実施の形態7では、前述のように反応槽1とは別途の固液分離設備を不要化できると共に、反応槽1内で筒状回転体25を回転させることにより、該筒状回転体25内部の固形化物を含む混合液を筒状回転体25にほぼ同伴させて廻し、混合液に含まれる固形化物が筒状回転体25の外部に流出するのを防止し、筒状回転体25の内部に保持された固形化物は順次水槽1の下方へ速やかに沈降し、一方、固形化物が分離した処理水は分離羽根25aの間隙(スリット)を通過して流出することにより固液分離された固形化物の一部を原水流入管2もしくは急速撹拌槽10に返送ポンプ21で返送することにより、前記実施の形態6と同様の効果を奏する。   In the seventh embodiment configured as described above, a solid-liquid separation facility separate from the reaction tank 1 can be eliminated as described above, and the cylindrical rotating body 25 is rotated in the reaction tank 1 to rotate the cylinder. The mixed liquid containing the solidified material inside the cylindrical rotator 25 is caused to substantially rotate along with the cylindrical rotator 25 to prevent the solidified substance contained in the mixed liquid from flowing out of the cylindrical rotator 25, The solidified material held inside the rotating body 25 quickly settles down to the lower part of the water tank 1, while the treated water separated from the solidified material passes through the gap (slit) of the separation blade 25a and flows out. By returning a part of the solid separated after liquid separation to the raw water inflow pipe 2 or the rapid agitation tank 10 by the return pump 21, the same effect as in the sixth embodiment is obtained.

実施の形態8.
図8は本発明の実施の形態8によるCPC含有排水処理装置を示すフロー図である。
この実施の形態8では、反応槽1の前段に急速撹拌槽10を設置すると共に、該混合液受槽26に貯留された混合液の一部を原水流入管2に設置された冷却設備11の後段もしくは急速撹拌槽10に循環ポンプ16で返送・循環させる構成としたものである。
Embodiment 8 FIG.
FIG. 8 is a flowchart showing a CPC-containing wastewater treatment apparatus according to Embodiment 8 of the present invention.
In the eighth embodiment, the rapid stirring tank 10 is installed in the preceding stage of the reaction tank 1 and a part of the mixed solution stored in the mixed solution receiving tank 26 is placed in the subsequent stage of the cooling equipment 11 installed in the raw water inflow pipe 2. Alternatively, the rapid stirring tank 10 is returned and circulated by the circulation pump 16.

この実施の形態8においては、反応槽1は前段反応槽1Aと後段反応槽1Bの2槽構造とし、それらの前段反応槽1Aと後段反応槽1Bのそれぞれに撹拌機4、41を設置し、かつ、後段反応槽1Bの後段に混合液受槽26を設置し、該混合液受槽26にも撹拌機42を設置した。また、混合液受槽26の底部と冷却設備11後段の原水流入管2とを返送本管13で接続し、該返送本管13に前記混合液受槽26側から循環ポンプ16と開閉弁15を配置すると共に、急速撹拌槽10の底部と返送本管に開閉弁18を介して返送枝管13bを接続し、前記混合液受槽26の後段に固液分離設備6を設置している。なお、前記混合液受槽26は混合液を一時的に貯留できるものであれば、形状は問わない。また、前記固液分離設備6は遠心分離機やスクリーンなど、固形化物と処理水を分反応槽1の後段には該反応槽1からの流入混合液を一時的に貯留する混合液受槽26を設置離するものであれば設備種類は問わない。   In this Embodiment 8, the reaction tank 1 has a two-tank structure of a first-stage reaction tank 1A and a second-stage reaction tank 1B, and a stirrer 4 and 41 are installed in each of the first-stage reaction tank 1A and the second-stage reaction tank 1B. In addition, a mixed solution receiving tank 26 was installed in the subsequent stage of the subsequent reaction tank 1B, and a stirrer 42 was also installed in the mixed solution receiving tank 26. Further, the bottom of the mixed liquid receiving tank 26 and the raw water inflow pipe 2 downstream of the cooling facility 11 are connected by a return main pipe 13, and the circulation pump 16 and the opening / closing valve 15 are arranged in the return main pipe 13 from the mixed liquid receiving tank 26 side. At the same time, a return branch pipe 13b is connected to the bottom of the rapid stirring tank 10 and the return main pipe via an on-off valve 18, and a solid-liquid separation facility 6 is installed in the subsequent stage of the mixed liquid receiving tank 26. The mixed solution receiving tank 26 may have any shape as long as it can temporarily store the mixed solution. The solid-liquid separation facility 6 separates the solidified material and the treated water, such as a centrifuge and a screen, and a mixed solution receiving tank 26 for temporarily storing the mixed liquid flowing in from the reaction tank 1 at the rear stage of the reaction tank 1. The type of equipment is not limited as long as it is set apart.

この実施の形態8では、急速撹拌槽10および2槽構造の反応槽1A,1Bに順次流入した冷却後の混合液を撹拌機40,4,41でそれぞれ撹拌し、該撹拌後の混合液を混合液受槽26に流入させて撹拌機42でさらに撹拌し、該撹拌後の混合液を混合液受槽26から循環ポンプ16で原水流入管2もしくは急速撹拌槽10に返送・循環させるので、反応効率をいっそう向上させることができるという効果がある。また、前記固液分離設備6として遠心分離機を使用した場合、遠心分離機の機械条件(遠心効果、差速等)により反応物(固形化物)を濃縮状態や脱水ケーキ状態に制御でき、また分離液も良好であり、維持管理性が向上するという効果がある。   In the eighth embodiment, the cooled mixed liquid sequentially flowing into the rapid stirring tank 10 and the reaction tanks 1A and 1B having the two-tank structure are stirred by the stirrers 40, 4 and 41, respectively. Since it is made to flow into the mixed liquid receiving tank 26 and further stirred by the stirrer 42, the mixed liquid after the stirring is returned and circulated from the mixed liquid receiving tank 26 to the raw water inflow pipe 2 or the rapid stirring tank 10 by the circulation pump 16. There is an effect that can be further improved. In addition, when a centrifuge is used as the solid-liquid separation facility 6, the reaction product (solidified product) can be controlled to a concentrated state or a dehydrated cake state according to the mechanical conditions (centrifugal effect, differential speed, etc.) of the centrifuge. The separation liquid is also good, and there is an effect that the maintainability is improved.

実施の形態9.
図9は本発明の実施の形態9によるCPC含有排水処理装置を示すフロー図である。
この実施の形態9では、原水流入管2に冷却設備11を設置し、該冷却設備11を介して急速撹拌槽10に流入したCPC含有排水に薬品供給設備3からハロゲン化塩を注入して撹拌機40で撹拌・混合させ、その混合液を反応槽1に移流させて撹拌機4で撹拌し、該撹拌後の混合液を固液分離設備6に流入させるCPC含有排水処理装置において、反応槽1の底部に混合液吸い上げ用のポンプ30を設置すると共に、該ポンプ30に接続した混合液供給管31を介して反応槽1の混合液が供給される固液分離設備6内に膜ろ過装置27を設置し、前記膜ろ過装置27による固液分離後の高濃度混合液の一部を返送ポンプ21で前記冷却設備11後段の原水流入管2もしくは急速撹拌槽10に返送する構成としたものである。
Embodiment 9 FIG.
FIG. 9 is a flowchart showing a CPC-containing wastewater treatment apparatus according to Embodiment 9 of the present invention.
In the ninth embodiment, a cooling facility 11 is installed in the raw water inflow pipe 2, and a halide salt is injected from the chemical supply facility 3 into the CPC-containing wastewater flowing into the rapid stirring tank 10 through the cooling facility 11 and stirred. In the CPC-containing wastewater treatment apparatus in which the mixed liquid is agitated and mixed by the machine 40, the mixed liquid is transferred to the reaction tank 1 and stirred by the stirrer 4, and the mixed liquid after the stirring flows into the solid-liquid separation facility 6. A membrane filtration device is installed in the solid-liquid separation facility 6 in which a mixed liquid suction pump 30 is installed at the bottom of 1 and the mixed liquid in the reaction tank 1 is supplied through a mixed liquid supply pipe 31 connected to the pump 30. 27, and a part of the high-concentration mixed liquid after solid-liquid separation by the membrane filtration device 27 is returned to the raw water inflow pipe 2 or the rapid stirring tank 10 after the cooling equipment 11 by the return pump 21. It is.

前記高濃度混合液の返送手段として、この実施の形態9では、固液分離設備6における膜ろ過装置27の二次側と冷却設備11後段の原水流入管2とを返送本管20で接続し、該返送本管20に返送ポンプ21と開閉弁22を設置すると共に、急速撹拌槽10と前記返送本管20とを返送枝管23で接続し、該返送枝管23に開閉弁24を設置した構成としている。   As a means for returning the high-concentration mixed liquid, in the ninth embodiment, the secondary side of the membrane filtration device 27 in the solid-liquid separation facility 6 and the raw water inflow pipe 2 downstream of the cooling equipment 11 are connected by a return main pipe 20. The return pump 21 and the open / close valve 22 are installed in the return main pipe 20, the rapid stirring tank 10 and the return main pipe 20 are connected by the return branch pipe 23, and the open / close valve 24 is installed in the return branch pipe 23. The configuration is as follows.

この実施の形態9によれば、反応槽1後段の固液分離設備6内に設置した膜ろ過装置27は、非常に固液分離性能が良好なため、処理水として反応物(固形化物)は殆ど流出せずCPC除去効率が向上するという効果がある。   According to this Embodiment 9, since the membrane filtration apparatus 27 installed in the solid-liquid separation facility 6 after the reaction tank 1 has very good solid-liquid separation performance, the reaction product (solidified product) is treated as treated water. There is an effect that CPC removal efficiency is improved with almost no outflow.

実施の形態10.
図10は本発明の実施の形態10によるCPC含有排水処理装置を示すフロー図であり、図1と同一部分には同一符号を付して説明する。
この実施の形態10では、前記実施の形態2における反応槽1の撹拌機4を間欠回転駆動することにより、反応槽1において、式1の反応と反応物(固形物)の除去を可能とする構成としたものである。また、前記反応槽1には、上部の処理水排出管7Aと下部の固形化物引抜管8Aのそれぞれを接続し、それらの処理水排出管7Aおよび固形化物引抜管8Aに開閉弁33,32を設置した構成としている。なお、固形化物引抜管8Aからの固形化物の引き抜きは、電動弁等の開閉で行っても良く、また、ポンプ等による引き抜きであっても良い。
Embodiment 10 FIG.
FIG. 10 is a flowchart showing a CPC-containing wastewater treatment apparatus according to Embodiment 10 of the present invention. The same parts as those in FIG.
In this Embodiment 10, the reaction of Formula 1 and the removal of the reaction product (solid matter) can be performed in the reaction tank 1 by intermittently driving the stirrer 4 of the reaction tank 1 in the aforementioned Embodiment 2. It is a configuration. The reaction tank 1 is connected to an upper treated water discharge pipe 7A and a lower solidified material extraction pipe 8A, respectively, and open / close valves 33 and 32 are connected to the treated water discharge pipe 7A and the solidified material extraction pipe 8A. The installed configuration. It should be noted that the extraction of the solidified material from the solidified material extraction tube 8A may be performed by opening / closing an electric valve or the like, or may be performed by a pump or the like.

次に、前記実施の形態10によるCPC含有排水処理装置の動作について説明する。
原水流入管2を流れる一定量のCPC含有排水に薬品供給設備3からハロゲン化塩を添加した混合液を反応槽1内に導入し(投入工程)、反応が十分に行われるよう撹拌機4で撹拌し(反応工程)、反応槽1で反応物(固形化物)が十分に生成した後に撹拌機4を停止して反応物を沈降させ(沈降工程)、処理水と分離する(排出工程)。ハロゲン化塩は、原水流入管2(CPC含有排水流入ライン)に添加しても、反応槽1に直接添加して良い。撹拌機4による撹拌方法は、沈降工程において反応物の沈降、排出工程において処理水と反応物の排出を妨げなければ、その方法は問わない。処理水および反応物の排出は、沈降工程によって形成された固液界面を壊さなければ、その方法は問わない。
Next, the operation of the CPC-containing wastewater treatment apparatus according to Embodiment 10 will be described.
A mixture of halogenated salt added from a chemical supply facility 3 to a certain amount of CPC-containing wastewater flowing through the raw water inflow pipe 2 is introduced into the reaction tank 1 (injection process), and the agitator 4 is used to sufficiently perform the reaction. After stirring (reaction process) and the reaction product (solidified product) is sufficiently formed in the reaction tank 1, the stirrer 4 is stopped to precipitate the reaction product (sedimentation process) and separated from the treated water (discharge process). The halide salt may be added directly to the reaction tank 1 even if it is added to the raw water inflow pipe 2 (CPC-containing drainage inflow line). The stirring method by the stirrer 4 is not limited as long as it does not hinder the sedimentation of the reaction product in the sedimentation step and the discharge of the treated water and the reaction product in the discharge step. The method of discharging treated water and reactants is not limited as long as the solid-liquid interface formed by the sedimentation process is not broken.

以上説明した実施の形態10は、回分操作による処理であり、その利点は、CPCとハロゲン化塩の反応が完了するまで混合液を反応槽1内に留めておけるため、反応効率が向上することである。また、すべての工程が反応槽1のみで行われるため、反応物の返送や別途の固液分離設備を不要化できて省エネルギー化が図れる。   The embodiment 10 described above is a process by batch operation, and the advantage is that the reaction mixture can be kept in the reaction vessel 1 until the reaction between CPC and the halide salt is completed, so that the reaction efficiency is improved. It is. In addition, since all the steps are performed only in the reaction tank 1, it is possible to eliminate the need for returning the reactants and separate solid-liquid separation equipment, thereby saving energy.

実施の形態11.
図11は本発明の実施の形態11によるCPC含有排水処理装置を示すフロー図である。この実施の形態11では、1つの反応槽1でCPC含有排水の連続処理を可能としたものである。この実施の形態11においては、反応槽1内には撹拌機4の撹拌羽根の回転を妨げないよう該撹拌羽根を囲む円筒状の仕切部材34を設置し、該仕切部材34によって、前記反応槽1内に撹拌ゾーン1Aと、固−液分離ゾーン1Bを形成したものである。
Embodiment 11 FIG.
FIG. 11 is a flowchart showing a CPC-containing wastewater treatment apparatus according to Embodiment 11 of the present invention. In the eleventh embodiment, continuous reaction of CPC-containing wastewater is enabled in one reaction tank 1. In the eleventh embodiment, a cylindrical partition member 34 surrounding the stirring blade is installed in the reaction tank 1 so as not to hinder the rotation of the stirring blade of the stirrer 4. 1, a stirring zone 1A and a solid-liquid separation zone 1B are formed.

この実施の形態11では、CPC含有排水とハロゲン化塩の混合液を反応槽1の撹拌ゾーン1Aに導入し、該撹拌ゾーン1Aでは、撹拌機4によって反応を促進させることにより反応物(固形化物)が生成される。生成された反応物は固液分離ゾーン1Bにおいて沈降させる。沈降した反応物は、反応槽1の底部に設けられた反応物引抜弁や水中ポンプ(いずれも図示せず)などの排出手段によって系外排出する。   In the eleventh embodiment, a mixed solution of CPC-containing wastewater and a halide salt is introduced into the stirring zone 1A of the reaction tank 1, and in the stirring zone 1A, the reaction is promoted by the stirrer 4 so that the reaction product (solidified product) ) Is generated. The produced reaction product is allowed to settle in the solid-liquid separation zone 1B. The settled reactant is discharged out of the system by a discharge means such as a reactant extraction valve or a submersible pump (both not shown) provided at the bottom of the reaction tank 1.

以上説明した実施の形態11によれば、1つの反応槽1によってCPC含有排水とハロゲン化塩の混合液を連続処理することができるので、排水処理設備の敷地面積を縮小でき、また、機械設備も少なくなるため、設備コストの縮減が図れるという効果がある。 According to the eleventh embodiment described above, since the mixed liquid of CPC-containing wastewater and halide salt can be continuously processed by one reaction tank 1, the site area of the wastewater treatment facility can be reduced, and the mechanical equipment Therefore, the facility cost can be reduced.

この発明の実施の形態1による基本的なCPC含有排水処理装置を示すフロー図である。It is a flowchart which shows the basic CPC containing waste water treatment equipment by Embodiment 1 of this invention. この発明の実施の形態2によるCPC含有排水処理装置を示すフロー図である。It is a flowchart which shows the CPC containing waste water treatment equipment by Embodiment 2 of this invention. この発明の実施の形態3によるCPC含有排水処理装置を示すフロー図である。It is a flowchart which shows the CPC containing waste water treatment equipment by Embodiment 3 of this invention. この発明の実施の形態4によるCPC含有排水処理装置を示すフロー図である。It is a flowchart which shows the CPC containing waste water treatment equipment by Embodiment 4 of this invention. この発明の実施の形態5によるCPC含有排水処理装置を示すフロー図である。It is a flowchart which shows the CPC containing waste water treatment equipment by Embodiment 5 of this invention. この発明の実施の形態6によるCPC含有排水処理装置を示すフロー図である。It is a flowchart which shows the CPC containing waste water treatment equipment by Embodiment 6 of this invention. この発明の実施の形態7によるCPC含有排水処理装置を示すフロー図である。It is a flowchart which shows the CPC containing waste water treatment equipment by Embodiment 7 of this invention. この発明の実施の形態8によるCPC含有排水処理装置を示すフロー図である。It is a flowchart which shows the CPC containing waste water treatment equipment by Embodiment 8 of this invention. この発明の実施の形態9によるCPC含有排水処理装置を示すフロー図である。It is a flowchart which shows the CPC containing waste water treatment equipment by Embodiment 9 of this invention. この発明の実施の形態10によるCPC含有排水処理装置を示すフロー図である。It is a flowchart which shows the CPC containing waste water treatment equipment by Embodiment 10 of this invention. この発明の実施の形態11によるCPC含有排水処理装置を示すフロー図である。It is a flowchart which shows the CPC containing waste water treatment apparatus by Embodiment 11 of this invention.

1 反応槽
1A 撹拌ゾーン
1B 固液分離ゾーン
2 原水流入管
3 薬品供給設備
4 撹拌機
5 移流管
6 固液分離設備
7,7A 処理水排出管
8,8A 反応物引抜管
9 接続管
10 急速撹拌槽
10A 混合液溢流槽
11 冷却設備
12 迂流板
13 返送本管
13a,13b 返送枝管
14,15 開閉弁
16 循環ポンプ
17,18 開閉弁
19 曝気装置
20 返送本管
21 返送ポンプ
22 開閉弁
23 返送枝管
24 開閉弁
25 筒状回転体
25a 分離羽根
25b 駆動手段
26 混合液受槽
27 膜ろ過装置
30 水中ポンプ
31 混合液供給管
32,33 開閉弁
34 仕切部材
40,41,42 撹拌機
DESCRIPTION OF SYMBOLS 1 Reaction tank 1A Stirring zone 1B Solid-liquid separation zone 2 Raw water inflow pipe 3 Chemical supply equipment 4 Stirrer 5 Advection pipe 6 Solid-liquid separation equipment 7, 7A Treated water discharge pipe 8, 8A Reactant extraction pipe 9 Connection pipe 10 Rapid stirring Tank 10A Mixed liquid overflow tank 11 Cooling equipment 12 Bypass plate 13 Return main pipes 13a, 13b Return branch pipes 14, 15 Open / close valve 16 Circulating pumps 17, 18 Open / close valve 19 Aeration device 20 Return main pipe 21 Return pump 22 Open / close valve 23 Returning branch pipe 24 On-off valve 25 Cylindrical rotating body 25a Separating blade 25b Driving means 26 Mixed liquid receiving tank 27 Membrane filtration device 30 Submersible pump 31 Mixed liquid supply pipe 32, 33 On-off valve 34 Partition members 40, 41, 42 Stirrer

Claims (4)

CPC含有排水にハロゲン化塩を添加し、
CPCとハロゲン化塩との反応物を生成させて分離する
ことを特徴とするCPC含有排水処理装置。
Add halogenated salt to CPC-containing wastewater,
A CPC-containing wastewater treatment apparatus, wherein a reaction product of CPC and a halide salt is generated and separated.
CPC含有排水を導入して撹拌する反応槽と、
CPC含有排水にハロゲン化塩を添加する薬品添加設備と、
前記反応槽の混合液からCPCとハロゲン化塩との反応物を分離する固液分離槽と
からなることを特徴とするCPC含有排水処理装置。
A reaction vessel for introducing and stirring CPC-containing wastewater;
Chemical addition equipment for adding halides to CPC-containing wastewater,
A CPC-containing wastewater treatment apparatus comprising: a solid-liquid separation tank for separating a reaction product of CPC and a halide salt from a mixed liquid in the reaction tank.
前記反応槽は、
急速撹拌槽を備えている
ことを特徴とする請求項2に記載のCPC含有排水処理装置。
The reactor is
A CPC-containing wastewater treatment apparatus according to claim 2, further comprising a rapid stirring tank.
前記ハロゲン化塩は、
ヨウ化カリウムまたは臭化カリウムである
ことを特徴とする請求項1から請求項3のいずれかに記載のCPC含有排水処理装置。
The halogenated salt is
It is potassium iodide or potassium bromide. The CPC containing waste water treatment apparatus in any one of Claims 1-3 characterized by the above-mentioned.
JP2010065804A 2010-03-23 2010-03-23 Wastewater treatment equipment containing CPC Expired - Fee Related JP5538968B2 (en)

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Country Link
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Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08299970A (en) * 1995-05-09 1996-11-19 Nippon Shokubai Co Ltd Treatment of waste water including nitrogen-containing compound

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08299970A (en) * 1995-05-09 1996-11-19 Nippon Shokubai Co Ltd Treatment of waste water including nitrogen-containing compound

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