JP3175445B2 - Fluorine-containing water treatment method - Google Patents
Fluorine-containing water treatment methodInfo
- Publication number
- JP3175445B2 JP3175445B2 JP29334793A JP29334793A JP3175445B2 JP 3175445 B2 JP3175445 B2 JP 3175445B2 JP 29334793 A JP29334793 A JP 29334793A JP 29334793 A JP29334793 A JP 29334793A JP 3175445 B2 JP3175445 B2 JP 3175445B2
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- JP
- Japan
- Prior art keywords
- water
- calcium carbonate
- fluorine
- carbonate packed
- packed tower
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Description
【0001】[0001]
【産業上の利用分野】本発明はフッ素含有水の処理方法
に係り、特に、フッ素含有水を複数の炭酸カルシウム充
填塔に直列に通水してフッ素をフッ化カルシウムとして
除去・回収する方法において、炭酸カルシウム濾材の崩
壊を防止し、濾材崩壊防止のために添加するアルカリ剤
添加量を低減して、高水質処理水を得る方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for treating fluorine-containing water, and more particularly to a method for removing and recovering fluorine as calcium fluoride by passing fluorine-containing water in series through a plurality of calcium carbonate packed towers. The present invention relates to a method for obtaining high-quality treated water by preventing the collapse of a calcium carbonate filter medium and reducing the amount of an alkali agent added for preventing the filter medium from collapsing.
【0002】[0002]
【従来の技術及び先行技術】半導体製造分野やその関連
分野、各種金属材料、単結晶材料、光学系材料等の表面
処理分野では、フッ化水素(HF)やフッ化アンモニウ
ム(NH4 F)を主成分とするエッチング剤が多量使用
されることから、フッ素を含む廃水が排出される。2. Description of the Related Art Hydrogen fluoride (HF) and ammonium fluoride (NH 4 F) are used in the field of semiconductor manufacturing and related fields, and in the field of surface treatment of various metallic materials, single crystal materials, and optical materials. Since a large amount of the etching agent as the main component is used, wastewater containing fluorine is discharged.
【0003】このようなフッ素含有廃水は、一般に分別
処理にて、或いは、他の廃水と共に総合廃水として処理
されており、その処理方法としては、水酸化カルシウム
(Ca(OH)2 )等のカルシウム塩を添加してフッ化
カルシウム(CaF2 )の不溶物を生成させ、固液分離
する方法が一般に用いられている。しかし、この方法で
は、フッ素を含む汚泥が多量に発生するため、この汚泥
発生量の低減が課題となっていた。[0003] Such a fluorine-containing wastewater is generally treated as a separate wastewater or as a general wastewater together with other wastewater. The method of treating the wastewater includes calcium hydroxide such as calcium hydroxide (Ca (OH) 2 ). A method of adding a salt to generate an insoluble calcium fluoride (CaF 2 ) and performing solid-liquid separation is generally used. However, in this method, since a large amount of sludge containing fluorine is generated, reduction of the amount of generated sludge has been a problem.
【0004】従来、フッ素含有汚泥の低減策として、フ
ッ素含有廃液を複数の炭酸カルシウム充填塔に通液し
て、フッ素を結晶性の良いフッ化カルシウムに転換して
除去、回収する方法が提案されている。また、このよう
な方法において、原水がフッ素含有酸性廃水である場合
には濾材(炭酸カルシウム)崩壊防止の目的で原水にア
ルカリ剤(アンモニアやフッ化アンモニウム等)を添加
するが、この場合、最終充填塔の処理水の一部を原水槽
へ循環することにより、アルカリ剤添加量を低減する方
法も提案されている。Conventionally, as a measure for reducing fluorine-containing sludge, a method has been proposed in which a fluorine-containing waste liquid is passed through a plurality of calcium carbonate packed towers, and fluorine is converted to calcium fluoride having good crystallinity and removed and recovered. ing. In addition, in such a method, when the raw water is a fluorine-containing acidic wastewater, an alkali agent (ammonia, ammonium fluoride, or the like) is added to the raw water for the purpose of preventing filter medium (calcium carbonate) from disintegrating. There has also been proposed a method of circulating a part of treated water of a packed tower to a raw water tank to reduce the amount of an alkali agent added.
【0005】しかしながら、最終充填塔の処理水の一部
を原水槽に循環する方法では、循環水により、原水中の
イオン形態がHF型からNH4 F及びNH4 HCO3 型
へと変化し、それに伴って濾材である炭酸カルシウムと
の反応速度が低下する。このため、フッ素除去率が低下
して最終処理水の水質が悪化する(即ち、フッ素濃度が
高いものとなる。)か、或いは、回収されるフッ化カル
シウムの純度が低下するなどの問題が生起する。この対
応策としては、炭酸カルシウム充填塔の数をさらに増す
ことが考えられるが、炭酸カルシウム充填塔のさらなる
増設は、設備の大型化及び設備費の増大を招き、工業的
に不利である。However, in the method of circulating a part of the treated water in the final packed tower to the raw water tank, the circulating water changes the ion form in the raw water from HF type to NH 4 F and NH 4 HCO 3 type. Accordingly, the reaction rate with calcium carbonate, which is a filter medium, decreases. For this reason, problems such as a decrease in the fluorine removal rate and a deterioration in the quality of the final treated water (that is, an increase in the fluorine concentration) or a decrease in the purity of the recovered calcium fluoride occur. I do. As a countermeasure for this, it is conceivable to further increase the number of packed columns of calcium carbonate. However, further addition of packed columns of calcium carbonate causes an increase in equipment size and an increase in equipment cost, which is industrially disadvantageous.
【0006】本発明者らは上記従来の問題点を解決し、
フッ素含有水を複数の炭酸カルシウム充填塔に通水して
フッ素をフッ化カルシウムとして除去・回収する方法に
おいて、炭酸カルシウム充填塔のさらなる増設を要する
ことなく、フッ素除去率を高めて高水質処理水を得ると
共に、高純度なフッ化カルシウムを回収する方法とし
て、フッ素含有水を複数の炭酸カルシウム充填塔に直列
に通水して処理する方法において、各炭酸カルシウム充
填塔の流出水の一部を再度同一の炭酸カルシウム充填塔
に通水する方法を提案し、先に特許出願した(特願平5
−48018号。以下「先願」という。)。The present inventors have solved the above conventional problems,
In the method of removing and recovering fluorine as calcium fluoride by passing fluorine-containing water through a plurality of calcium carbonate packed towers, it is possible to increase the fluorine removal rate without increasing the number of calcium carbonate packed towers and increase the quality of the treated water. As a method of recovering high-purity calcium fluoride, in a method of treating fluorine-containing water by passing it through a plurality of calcium carbonate packed towers in series, a part of the effluent of each calcium carbonate packed tower is treated. A method of passing water through the same calcium carbonate packed column again was proposed, and a patent application was filed earlier (Japanese Patent Application No. Hei 5
-48018. Hereinafter, it is referred to as “first application”. ).
【0007】上記先願の方法によれば、炭酸カルシウム
充填塔の流出水を当該炭酸カルシウム充填塔の流入水側
に循環して流入水を希釈することにより、流入水のフッ
素濃度が低減され、炭酸カルシウム充填塔内でのフッ素
除去効率は高くなることから、装置の小型化、フッ素除
去率の向上、回収フッ化カルシウムの純度向上が図れ
る。[0007] According to the method of the prior application, the effluent of the calcium carbonate packed tower is circulated to the inflow side of the calcium carbonate packed tower to dilute the inflow water, thereby reducing the fluorine concentration of the inflow water. Since the fluorine removal efficiency in the calcium carbonate packed tower is increased, the size of the apparatus can be reduced, the fluorine removal rate can be improved, and the purity of the recovered calcium fluoride can be improved.
【0008】また、炭酸カルシウム充填塔内でフッ素と
炭酸カルシウムとの反応で発生する炭酸ガスにより、濾
材の一部塔外流出が起こるが、この濾材流出も、流出水
の循環による流入水のフッ素濃度の低下及びフッ素濃度
の低下による発生ガス量の低減により防止される。Further, carbon dioxide gas generated by the reaction between fluorine and calcium carbonate in the calcium carbonate packed tower causes a part of the filter medium to flow out of the tower. This is prevented by a decrease in the amount of generated gas due to a decrease in the concentration and a decrease in the fluorine concentration.
【0009】[0009]
【発明が解決しようとする課題】ところで、このような
フッ素含有水の処理において、得られる処理水を純水製
造用原水として再利用するためには、その処理水中のカ
チオン量の増加を極力抑えることが必要とされる。この
ため、濾材崩壊防止を図ると共に、濾材崩壊防止のため
に添加するアルカリ剤の量を低減することが重要である
が、図2に示すアルカリ剤(NH3 )添加量と濾材崩壊
率及び処理水フッ素濃度との関係(原水フッ素濃度85
00mg−F/lの場合)より明らかなように、アルカ
リ剤の添加量を減らすと濾材崩壊率が高くなり、処理水
カチオン量及び濁度の観点から純水製造用原水としては
望ましくないという問題がある。By the way, in such treatment of fluorine-containing water, an increase in the amount of cations in the treated water is minimized in order to reuse the treated water obtained as raw water for producing pure water. Is needed. Therefore, it is important to prevent the filter material from collapsing and to reduce the amount of the alkali agent added to prevent the filter material from collapsing. However, the amount of the alkaline agent (NH 3 ) added, the filter material collapse rate, and the treatment shown in FIG. Relationship with water fluorine concentration (raw water fluorine concentration 85
As is clear from the above, when the added amount of the alkali agent is reduced, the filter material collapse rate is increased, which is not desirable as raw water for producing pure water from the viewpoint of the amount of treated water cation and the turbidity. There is.
【0010】本発明は前述の先願の方法において、濾材
崩壊防止のために必要とされるアルカリ剤添加量の低減
及び処理水中のカチオン量の低減を図り、処理水の純水
製造用原水としての再利用をも可能とするフッ素含有水
の処理方法を提供することを目的とする。According to the present invention, in the method of the above-mentioned prior application, the amount of an alkali agent added and the amount of cations in the treated water required for preventing the filter material from collapsing are reduced, so that the raw water for producing purified water of the treated water is reduced. It is an object of the present invention to provide a method for treating fluorine-containing water, which enables reuse of water.
【0011】[0011]
【課題を解決するための手段】本発明のフッ素含有水の
処理方法は、フッ素含有水を複数の炭酸カルシウム充填
塔に直列に通水して処理する方法において、各炭酸カル
シウム充填塔の流出水を曝気した後、その一部を再度同
一の炭酸カルシウム充填塔に通水することを特徴とす
る。The method for treating fluorine-containing water according to the present invention is a method for treating fluorine-containing water by passing it through a plurality of calcium carbonate packed towers in series. After aeration, a part thereof is again passed through the same calcium carbonate packed column.
【0012】[0012]
【作用】炭酸カルシウム(CaCO3 )濾材は、フッ酸
(HF)以外の鉱酸により溶解することが知られている
が、フッ酸とは以下の反応が濾材内で進行するため、理
論的には原水中にフッ酸以外の鉱酸が存在しなければ、
濾材は溶解しない。[Function] It is known that calcium carbonate (CaCO 3 ) filter medium is dissolved by mineral acids other than hydrofluoric acid (HF). However, since the following reaction with hydrofluoric acid proceeds in the filter medium, it is theoretically possible. If there is no mineral acid other than hydrofluoric acid in raw water,
Filter media does not dissolve.
【0013】 CaCO3 (濾材)+2HF →CaF2 (濾材)+H2 O+CO2 ↑……(1) しかしながら、実際にはフッ酸以外の鉱酸が原水中に存
在しなくても、濾材の一部が崩壊する。本発明者らは、
フッ酸以外の鉱酸が原水中に存在しなくても、濾材が崩
壊する原因について検討した結果、次の事実を知見し
た。CaCO 3 (filter material) + 2HF → CaF 2 (filter material) + H 2 O + CO 2 ↑ (1) However, even if mineral acids other than hydrofluoric acid do not actually exist in the raw water, some of the filter media Collapses. We have:
As a result of examining the cause of the collapse of the filter medium even when mineral acids other than hydrofluoric acid were not present in the raw water, the following facts were found.
【0014】即ち、上記(1)式による反応の際に、C
O2 ガスが発生するが、実際には下記(2)式の反応に
より、水中のH2 CO3 濃度が高くなる。このH2 CO
3 により濾材のCa2+が下記(3)式に従って反応し、
濾材を溶解させてしまうことが、実験により明らかにな
った。That is, during the reaction according to the above formula (1), C
Although O 2 gas is generated, the concentration of H 2 CO 3 in water is actually increased by the reaction of the following formula (2). This H 2 CO
3 , Ca 2+ of the filter medium reacts according to the following formula (3),
Experiments have shown that the filter media dissolves.
【0015】 CaCO3 +2HF→CaF2 +H2 CO3 ……(2) CaCO3 +H2 CO3 →Ca2++2(HCO3 )- ……(3) 本発明のフッ素含有水の処理方法においては、各炭酸カ
ルシウム充填塔の流出水を曝気することにより、該流出
水中のH2 CO3 をCO2 ガスとして放出させ、その後
再度同一の炭酸カルシウム充填塔に通水することによ
り、当該炭酸カルシウム充填塔に流入するH2 CO3 量
を極力低減する。これにより、H2 CO3による濾材崩
壊を防止して処理水中のカチオン量及び濾材崩壊防止の
ためのアルカリ剤添加量を低減する。CaCO 3 + 2HF → CaF 2 + H 2 CO 3 (2) CaCO 3 + H 2 CO 3 → Ca 2+ +2 (HCO 3 ) - (3) In the method for treating fluorine-containing water of the present invention, By aerating the effluent of each calcium carbonate packed tower, H 2 CO 3 in the effluent is released as CO 2 gas, and then the water is again passed through the same calcium carbonate packed tower, whereby the calcium carbonate packed tower is filled. The amount of H 2 CO 3 flowing into the tower is reduced as much as possible. As a result, the filter medium is prevented from collapsing due to H 2 CO 3 and the amount of cations in the treated water and the amount of the alkali agent added for preventing the filter medium from collapsing are reduced.
【0016】[0016]
【実施例】以下、図面を参照して本発明の実施例につい
て詳細に説明する。Embodiments of the present invention will be described below in detail with reference to the drawings.
【0017】図1は本発明のフッ素含有水の処理方法の
一実施例方法を示す系統図である。FIG. 1 is a system diagram showing an embodiment of a method for treating fluorine-containing water according to the present invention.
【0018】本実施例の方法は、炭酸カルシウム充填塔
を3塔直列に設置して上向流にて処理するものであり、
図中、1,2,3は炭酸カルシウム充填塔、4は原水
槽、5は原水ポンプ、6,7,8は循環水槽であり、各
々、散気管6A,7A,8A,が設けられている。9,
10,11は循環ポンプを示す。20〜31の各符号は
配管を示す。In the method of this embodiment, three calcium carbonate packed towers are installed in series and treated in an upward flow.
In the figure, 1, 2 and 3 are calcium carbonate packed towers, 4 is a raw water tank, 5 is a raw water pump, 6, 7 and 8 are circulating water tanks, and are provided with diffuser pipes 6A, 7A and 8A, respectively. . 9,
Reference numerals 10 and 11 indicate circulation pumps. Reference numerals 20 to 31 indicate pipes.
【0019】本実施例において、原水、例えば、フッ
酸、フッ化アンモニウム等を含む高濃度フッ素含有水
は、まず、配管20より原水槽4に導入され、配管21
より濾材崩壊防止のためのアルカリ剤が添加される。次
いで、ポンプ5を備える配管22を経て循環水槽6に導
入され、配管24からの炭酸カルシウム充填塔1の流出
水と共に、散気管6Aにより空気曝気された後、ポンプ
9を備える配管23より炭酸カルシウム充填塔1内に導
入される。この炭酸カルシウム充填塔1の流出水は配管
24より循環水槽6に返送され、循環水槽6のオーバー
フロー水は配管25より循環水槽7に導入される。そし
て、配管27からの炭酸カルシウム充填塔2の流出水と
共に、散気管7Aにより空気曝気された後、ポンプ10
を備える配管26より炭酸カルシウム充填塔2内に導入
される。この炭酸カルシウム充填塔2の流出水は配管2
7より循環水槽7に返送される。循環水槽7のオーバー
フロー水は配管28より循環水槽8に導入され、配管3
0からの炭酸カルシウム充填塔3の流出水と共に、散気
管8Aにより空気曝気された後、ポンプ11を備える配
管29より炭酸カルシウム充填塔3内に導入される。こ
の炭酸カルシウム充填塔3の流出水は配管30より循環
水槽8に返送され、循環水槽8のオーバーフロー水は配
管31より処理水として系外へ排出される。In this embodiment, raw water, for example, high-concentration fluorine-containing water containing hydrofluoric acid, ammonium fluoride, etc., is first introduced into the raw water tank 4 through the pipe 20 and then into the raw water tank 21.
Further, an alkali agent for preventing the filter material from collapsing is added. Next, the calcium carbonate is introduced into the circulating water tank 6 through the pipe 22 having the pump 5, and is aerated with the outflow water of the calcium carbonate packed tower 1 from the pipe 24 by the diffuser 6 </ b> A. It is introduced into the packed tower 1. The effluent of the calcium carbonate packed tower 1 is returned to the circulating water tank 6 from the pipe 24, and the overflow water in the circulating water tank 6 is introduced to the circulating water tank 7 from the pipe 25. After being aerated with the diffuser 7A together with the outflow water of the calcium carbonate packed tower 2 from the pipe 27, the pump 10
Is introduced into the calcium carbonate packed tower 2 from a pipe 26 having The effluent of the calcium carbonate packed tower 2 is
7 returns to the circulating water tank 7. The overflow water in the circulating water tank 7 is introduced into the circulating water tank 8 through a pipe 28,
After being aerated with the air diffuser 8A together with the outflow water of the calcium carbonate packed tower 3 from 0, it is introduced into the calcium carbonate packed tower 3 from a pipe 29 provided with the pump 11. The effluent from the calcium carbonate packed tower 3 is returned to the circulating water tank 8 from the pipe 30, and the overflow water in the circulating water tank 8 is discharged from the pipe 31 as treated water to the outside of the system.
【0020】このようなフッ素含有水の処理方法におい
て、原水としては、各種のフッ素含有水を各々別々に処
理しても、これらを混合して処理しても良いが、原水中
にリンが含有される場合には炭酸カルシウム充填塔内の
濾材炭酸カルシウムと反応してゲル状化を起こすため、
リンは予め除去するのが好ましい。In such a method for treating fluorine-containing water, the raw water may be various kinds of fluorine-containing water, each of which may be treated separately, or may be mixed and treated. If it is done, it will react with the filter medium calcium carbonate in the calcium carbonate packed tower and cause gelation,
Preferably, the phosphorus is removed in advance.
【0021】また、原水には、濾材崩壊を防止するため
に、アルカリ剤としてアンモニア(NH4 OH)等を添
加するが、本発明によれば、この濾材崩壊防止のための
アルカリ剤の必要量は、曝気による炭酸カルシウム充填
塔流出水中のH2 CO3 の放散及び炭酸カルシウム充填
塔流出水の循環により、大幅に低減される。Ammonia (NH 4 OH) or the like is added to the raw water as an alkaline agent in order to prevent the filter medium from collapsing. According to the present invention, the amount of the alkaline agent required to prevent the filter medium from collapsing is reduced. H 2 CO 3 in the calcium carbonate packed tower effluent by aeration and the circulation of the calcium carbonate packed tower effluent are greatly reduced.
【0022】なお、アルカリ剤の添加量は、原水水質や
曝気の程度によっても異なるが、通常の場合、原水中の
フッ素濃度の0〜0.6当量倍程度とするのが望まし
い。The amount of the alkaline agent to be added varies depending on the quality of the raw water and the degree of aeration, but it is usually preferable to set the concentration to about 0 to 0.6 equivalent times the fluorine concentration in the raw water.
【0023】各炭酸カルシウム充填塔への流入水の流速
は充填されている炭酸カルシウム濾材の粒径等によって
異なり、濾材が流動状態となりかつ濾材の塔外流出が起
こらない範囲で適宜決定される。通常の場合、濾材粒径
が0.3mm程度であれば約10m/hr以上、特に2
0〜30m/hr程度とされる。The flow rate of the inflow water into each of the calcium carbonate packed towers varies depending on the particle size of the calcium carbonate filter medium filled therein, and is appropriately determined within a range in which the filter medium is in a fluid state and the filter medium does not flow out of the tower. In a normal case, if the filter medium particle size is about 0.3 mm, it is about 10 m / hr or more, especially 2 m / hr.
It is about 0 to 30 m / hr.
【0024】また、原水ポンプによる原水の供給量は、
原水のフッ素濃度やフッ素の形態によっても異なるが、
通常の場合、炭酸カルシウム充填塔1の濾材量に対して
実質的に1〜5m3 −原水/m3 −濾材・hr程度とな
るようにするのが好ましい。The raw water supply by the raw water pump is as follows:
Depending on the fluorine concentration and the form of fluorine in the raw water,
For normal, substantially 1 to 5 m 3 relative to the filter medium of calcium carbonate packed column 1 - preferably made to be about filter media · hr - raw / m 3.
【0025】なお、炭酸カルシウム充填塔の流入水のフ
ッ素濃度と流出水のフッ素濃度とに差がなくなった場合
には、塔内の濾材はフッ化カルシウムに転換が終了し、
飽和に達したことになる。この場合には、濾材を抜き出
して新しい炭酸カルシウム濾材と交換する。When the difference between the fluorine concentration of the influent water and the fluorine concentration of the effluent water of the column packed with calcium carbonate disappears, conversion of the filter medium in the column to calcium fluoride is completed.
It has reached saturation. In this case, the filter medium is withdrawn and replaced with a new calcium carbonate filter medium.
【0026】本発明に従って、複数の炭酸カルシウム充
填塔に原水を直列で通水処理する場合には、最も上流側
の炭酸カルシウム充填塔の流入水のフッ素濃度が最も高
く、この炭酸カルシウム充填塔のフッ化カルシウム転換
率が最も高いことから、最も上流側の炭酸カルシウム充
填塔の濾材の交換を行ない、この交換を行なった炭酸カ
ルシウム充填塔を最も下流側に移動させ、順次下段側の
炭酸カルシウム充填塔を上段側へ繰り上げる。これによ
り、最も上流側の炭酸カルシウム充填塔から高純度のフ
ッ化カルシウムを効率的に回収することが可能とされ、
また、最も下流側の炭酸カルシウム充填塔は濾材のフッ
化カルシウム転換率が常に低いことから、最終処理水と
して高水質処理水を得ることが可能とされる。According to the present invention, when raw water is passed through a plurality of calcium carbonate packed towers in series, the fluorine concentration of the inflow water of the most upstream calcium carbonate packed tower is the highest, and this calcium carbonate packed tower has Since the conversion rate of calcium fluoride is the highest, the filter material of the calcium carbonate packed tower on the most upstream side is replaced, and the calcium carbonate packed tower on which this replacement has been performed is moved to the most downstream side, and the calcium carbonate packed on the lower side is sequentially filled. Raise the tower to the upper side. This makes it possible to efficiently recover high-purity calcium fluoride from the most upstream calcium carbonate packed tower,
Moreover, since the calcium carbonate conversion ratio of the filter medium in the most downstream calcium carbonate packed tower is always low, it is possible to obtain high quality treated water as the final treated water.
【0027】なお、図1に示す方法は本発明の一実施例
方法であり、本発明はその要旨を超えない限り、何ら図
示の方法に限定されるものではない。例えば、炭酸カル
シウム充填塔の流出水の曝気は、図示の如く、循環水槽
に設けた散気管により行なうのが望ましいが、その他、
循環水槽の表面撹拌やポンプにより水面に水をたたきつ
けるなど、散気曝気と同様の曝気効果が得られる方法で
あれば、いずれも採用可能である。The method shown in FIG. 1 is an embodiment of the present invention, and the present invention is not limited to the illustrated method unless it exceeds the gist. For example, the aeration of the effluent from the calcium carbonate packed tower is preferably performed by a diffuser provided in a circulating water tank as shown in the figure.
Any method can be adopted as long as it can obtain the same aeration effect as diffused aeration, such as stirring the surface of the circulating water tank or hitting the water surface with a pump.
【0028】また、循環水槽は、水の短絡を防止するた
めに各炭酸カルシウム充填塔毎に2槽以上設けても良
い。Further, two or more circulating water tanks may be provided for each calcium carbonate packed tower in order to prevent a short circuit of water.
【0029】図示の実施例では、炭酸カルシウム充填塔
を3段に設置した例を示したが、本発明においては、炭
酸カルシウム充填塔は2段に設けても良く、また、4段
以上の複数段設けても良い。In the illustrated embodiment, an example is shown in which the calcium carbonate packed tower is provided in three stages. However, in the present invention, the calcium carbonate packed tower may be provided in two stages, or a plurality of columns of four or more stages may be provided. A step may be provided.
【0030】以下に具体的な実施例を挙げて本発明をよ
り詳細に説明する。Hereinafter, the present invention will be described in more detail with reference to specific examples.
【0031】実施例1 直径0.3mmの炭酸カルシウム粒子100mlを内径
3cmのカラムに充填し、このカラムを3個(カラム
,,)用いて図1に示す如く、3塔直列方式にて
フッ酸含有水を通水して処理を行なった。原水は試薬フ
ッ化水素を水で500mg−F/lに希釈し、NH4 O
Hを60mg/l添加した。又、原水ポンプ5の供給速
度は200ml/hrとした。EXAMPLE 1 100 ml of calcium carbonate particles having a diameter of 0.3 mm were packed in a column having an inner diameter of 3 cm, and three such columns (columns,...) Were used in a three-column series as shown in FIG. The treatment was performed by passing the contained water through. Raw water is obtained by diluting the reagent hydrogen fluoride to 500 mg-F / l with water, and adding NH 4 O
H was added at 60 mg / l. The feed rate of the raw water pump 5 was 200 ml / hr.
【0032】処理に当り、カラム(炭酸カルシウム充
填塔1)では流出水を230ml/hrの流量で循環水
槽6に循環させ、循環水の一部をカラムの循環水槽7
に移送してカラムと同一条件で通水及び循環処理し
た。更に、カラムの循環水の一部をカラムの循環水
槽8に移送してカラムと同一条件で通水及び循環処理
し、その一部を処理水として排出した。なお、各循環水
槽6,7,8では、散気管6A,7A,8Aにより、各
々、空気量500ml/minで曝気し、循環水中のC
O2 ガスを空気中に放散させた。In the treatment, in the column (calcium carbonate packed column 1), the effluent is circulated to the circulating water tank 6 at a flow rate of 230 ml / hr, and a part of the circulating water is circulated in the circulating water tank 7 of the column.
And subjected to water flow and circulation treatment under the same conditions as the column. Further, a part of the circulating water of the column was transferred to the circulating water tank 8 of the column, subjected to water passage and circulation treatment under the same conditions as the column, and a part thereof was discharged as treated water. In each of the circulating water tanks 6, 7, and 8, the air in the circulating water is aerated at 500 ml / min by air diffusers 6A, 7A, and 8A, respectively.
O 2 gas was released into the air.
【0033】通水を一週間行なったところで、処理水の
フッ素濃度、カルシウム濃度及び濁度を調べ、結果を表
1に示した。After passing water for one week, the fluorine concentration, calcium concentration and turbidity of the treated water were examined. The results are shown in Table 1.
【0034】比較例1 実施例1において、各循環水槽6,7,8において空気
曝気を行なわなかったこと以外は同様にして処理を行な
い、通水を一週間行なったところで、処理水のフッ素濃
度、カルシウム濃度及び濁度を調べ、結果を表1に示し
た。Comparative Example 1 The procedure of Example 1 was repeated, except that air aeration was not performed in each of the circulating water tanks 6, 7, and 8. When water was passed for one week, the fluorine concentration of the treated water was measured. , Calcium concentration and turbidity were examined, and the results are shown in Table 1.
【0035】[0035]
【表1】 [Table 1]
【0036】表1より次のことが明らかである。The following is clear from Table 1.
【0037】即ち、循環水槽の空気曝気を行った実施例
1の処理水も、循環水槽の空気曝気を行わない比較例1
の処理水も、フッ素濃度についてはほぼ同様の処理効果
が得られるが、濾材の崩壊を示す処理水中のカルシウム
濃度(カルシウム溶解量)及び濁度(溶解したCa2+と
水中のF- がCaF2 汚泥となり、濁度として測定され
る。)については、実施例1の方法によれば、比較例1
の方法に比べて著しく良好な結果が得られる。実施例1
の方法では循環水槽を空気曝気してCO2 ガスを放散さ
せることにより、濾材崩壊による濾材からのCa2+の溶
出及びCaF2汚泥流出を防ぐことができ、この結果、
イオン交換樹脂による純水製造装置へそのまま通水可能
な高水質処理水が得られた。That is, the treated water of Example 1 in which the aeration of the circulating water tank was performed was the same as that of Comparative Example 1 in which the aeration of the circulating water tank was not performed.
The treated water has substantially the same treatment effect as the fluorine concentration, but the calcium concentration (dissolved amount of calcium) and the turbidity (dissolved Ca 2+ and F − in the water indicating that the filter medium has collapsed) are CaF 2 sludge, which is measured as turbidity.) For Comparative Example 1 according to the method of Example 1.
A remarkably good result is obtained as compared with the method of (1). Example 1
By aerating the circulating water tank with air and dispersing CO 2 gas in the method of the above, Ca 2+ elution from the filter medium due to filter medium collapse and CaF 2 sludge outflow can be prevented.
High-quality treated water that can be directly passed to a pure water production apparatus using an ion exchange resin was obtained.
【0038】[0038]
【発明の効果】以上詳述した通り、本発明のフッ素含有
水の処理方法によれば、フッ素含有水を複数の炭酸カル
シウム充填塔に直列に通水してフッ素をフッ化カルシウ
ムとして除去・回収する方法において、炭酸カルシウム
濾材の崩壊を防止し、濾材崩壊防止のために添加するア
ルカリ剤添加量を低減することができる。このため得ら
れる処理水中のカチオン量及び濁度が低減され、高水質
処理水が得られることから、処理水を純水製造用原水と
して有効に再利用することが可能とされる。As described in detail above, according to the method for treating fluorine-containing water of the present invention, fluorine-containing water is passed in series through a plurality of calcium carbonate packed towers to remove and recover fluorine as calcium fluoride. In this method, the collapse of the calcium carbonate filter medium can be prevented, and the amount of the alkali agent added for preventing the filter medium from collapsing can be reduced. For this reason, the amount of cations and turbidity in the obtained treated water are reduced, and high-quality treated water is obtained, so that the treated water can be effectively reused as raw water for producing pure water.
【図1】本発明のフッ素含有水の処理方法の一実施例方
法を示す系統図である。FIG. 1 is a system diagram showing a method for treating fluorine-containing water according to an embodiment of the present invention.
【図2】アルカリ剤(NH3 )添加量と濾材崩壊率及び
処理水フッ素濃度との関係を示すグラフである。FIG. 2 is a graph showing the relationship between the amount of an alkaline agent (NH 3 ) added, the filter material collapse rate, and the concentration of treated water fluorine.
1,2,3 炭酸カルシウム充填塔 4 原水槽 5 原水ポンプ 6,7,8 循環水槽 6A,7A,8A 散気管 9.10,11 循環ポンプ 1,2,3 Calcium carbonate packed tower 4 Raw water tank 5 Raw water pump 6,7,8 Circulating water tank 6A, 7A, 8A Air diffuser 9.10,11 Circulating pump
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平6−254571(JP,A) 特開 平5−293475(JP,A) 特開 平5−301092(JP,A) 特開 昭50−10798(JP,A) (58)調査した分野(Int.Cl.7,DB名) C02F 1/58 C01F 11/22 ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-6-254571 (JP, A) JP-A-5-293475 (JP, A) JP-A-5-301092 (JP, A) 10798 (JP, A) (58) Field surveyed (Int. Cl. 7 , DB name) C02F 1/58 C01F 11/22
Claims (1)
填塔に直列に通水して処理する方法において、 各炭酸カルシウム充填塔の流出水を曝気した後、その一
部を再度同一の炭酸カルシウム充填塔に通水することを
特徴とするフッ素含有水の処理方法。1. A method for treating fluorine-containing water by passing water through a plurality of calcium carbonate packed towers in series, comprising aerating the effluent of each calcium carbonate packed tower and partially refilling the same calcium carbonate packed tower. A method for treating fluorine-containing water, comprising passing water through a tower.
Priority Applications (1)
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---|---|---|---|
JP29334793A JP3175445B2 (en) | 1993-11-24 | 1993-11-24 | Fluorine-containing water treatment method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29334793A JP3175445B2 (en) | 1993-11-24 | 1993-11-24 | Fluorine-containing water treatment method |
Publications (2)
Publication Number | Publication Date |
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JPH07136667A JPH07136667A (en) | 1995-05-30 |
JP3175445B2 true JP3175445B2 (en) | 2001-06-11 |
Family
ID=17793627
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JP3684081B2 (en) | 1998-08-10 | 2005-08-17 | シャープ株式会社 | Wastewater treatment equipment |
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JP6012402B2 (en) * | 2012-10-30 | 2016-10-25 | 株式会社奥村組 | Apparatus and method for treating wastewater containing heavy metals |
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