JPS6097091A - Treatment of fluoride ion-containing water - Google Patents

Treatment of fluoride ion-containing water

Info

Publication number
JPS6097091A
JPS6097091A JP20447683A JP20447683A JPS6097091A JP S6097091 A JPS6097091 A JP S6097091A JP 20447683 A JP20447683 A JP 20447683A JP 20447683 A JP20447683 A JP 20447683A JP S6097091 A JPS6097091 A JP S6097091A
Authority
JP
Japan
Prior art keywords
precipitate
water
added
raw water
fluoride ion
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.)
Pending
Application number
JP20447683A
Other languages
Japanese (ja)
Inventor
Yoshihiro Eto
良弘 恵藤
Yumi Suzuki
由美 鈴木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP20447683A priority Critical patent/JPS6097091A/en
Publication of JPS6097091A publication Critical patent/JPS6097091A/en
Pending legal-status Critical Current

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  • Removal Of Specific Substances (AREA)

Abstract

PURPOSE:To remove a fluoride ion efficiently and inexpensively, by adding an Al-compound to fluoride ion-containing water to adjust the pH of said water to 5-8.5 and separating a precipitate from treated water while adding a Ca-compound to said precipitate. CONSTITUTION:Raw water is introduced into a reaction tank 1 from a raw water pipe 4 in a first process and the return reaction product from a fourth process is added to raw water while an aluminum compound is added thereto from a chemical agent injection pipe 5 if necessary and a pH controller is added from a chemical agent injection pipe 6 to adjust the pH of raw water to 5-8.5. By this method, Al(OH)3 is precipitated and the fluoride ion in raw water is adsorbed with the precipitate simultaneously with the formation of the precipitate and a part of the fluoride ion is immobilized as CaF2. The reaction solution in the reaction tank 1 is separated into a precipitate and a supernatant solution and a part of the precipitate is transferred to a precipitate reaction tank 3 where a calcium compound is added and formed reaction product is returned to the first process as the fourth process.

Description

【発明の詳細な説明】 この発明はフッ化物イオン含有水の処理方法に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for treating fluoride ion-containing water.

フッ化物イオン含有水の処理方法として、フッ化物イオ
ンの2倍当量程度のカルシウムイオンまたはアルミニウ
ムイオンを添加し、沈殿物を生成さ騒て除去する方法が
知られている(たとえば PPM1978年6月号46
〜56頁)が、この方法によって得られる処理水のフッ
化物イオン濃度は高く、満足すべき処理方法ではなかっ
た。又沈殿物の生成量も多くなるという欠点がおった。
As a method for treating water containing fluoride ions, a method is known in which calcium ions or aluminum ions are added in an amount equivalent to about twice the amount of fluoride ions, and precipitates are generated and removed (for example, PPM June 1978 issue). 46
However, the fluoride ion concentration of the treated water obtained by this method was high, and it was not a satisfactory treatment method. Another drawback was that the amount of precipitate produced increased.

さらに前述の公知文献にはフッ化物イオン含有水ヲカル
シウム化合物やアルミニウム化合物を用いて二段処理す
る例も掲載されている。しかし、このような二段処理方
法ではそれぞれに沈殿槽等を要し、プラントの設地面積
が大きくなる欠点があった。
Furthermore, the above-mentioned known literature also describes an example in which fluoride ion-containing water is treated in two stages using a calcium compound or an aluminum compound. However, such a two-stage treatment method requires a sedimentation tank or the like for each stage, and has the disadvantage that the installation area of the plant becomes large.

この発明はこれら従来例のもつ欠点を解決するために鋭
意研究の結果酸されたものである。
This invention was developed as a result of intensive research to solve the drawbacks of these conventional examples.

すなわち、この発明は フッ化物イオン含有水にアルミニウム化合物存在下、p
Hを5〜8.5に調整する第1工程と、第1工程からの
流出懸濁液を固液分離し、処理水と沈殿物とに分離する
第2工程と、第2工程からの沈殿物にカルシウム化合物
を添加する第3工程と、第3工程反応物を前記第1工程
に返送する第4工程とを含むフッ化物イオン含有水の処
理方法である。
That is, this invention provides that p in the presence of an aluminum compound in water containing fluoride ions.
A first step of adjusting H to 5 to 8.5, a second step of solid-liquid separation of the effluent suspension from the first step and separating it into treated water and precipitate, and precipitation from the second step. This is a method for treating fluoride ion-containing water, which includes a third step of adding a calcium compound to the product, and a fourth step of returning the third step reactant to the first step.

この発明において処理対象となるフッ化物イオン含有水
としてはアルミニウムの電解製錬工程、リン酸肥料の製
造工程、シリコン等の電気部品の洗浄工程、ウラン精錬
工程、表面処理洗浄工程等から排出される排水および排
煙脱硫、脱硝排水などが例示できる。
The fluoride ion-containing water to be treated in this invention is discharged from aluminum electrolytic smelting processes, phosphate fertilizer manufacturing processes, silicone and other electrical parts cleaning processes, uranium refining processes, surface treatment cleaning processes, etc. Examples include wastewater, flue gas desulfurization, and denitrification wastewater.

以下この発明を図面の実施例により説明する。The present invention will be explained below with reference to embodiments of the drawings.

図面はこの発明の実施態様を示す系統図であり、1は反
応槽、2は沈殿槽、3は沈殿物反応槽である。
The drawing is a system diagram showing an embodiment of the present invention, in which 1 is a reaction tank, 2 is a precipitation tank, and 3 is a precipitation reaction tank.

1ず、第1工程において、原水管4から反応槽1に原水
を導入し、後述の第4工程により返゛送される反応物を
添加するとともに、必要に応じて薬注管5からアルミニ
ウム化合物を添加し、かつ、薬注管6から5〜8,5に
調整するために、(3) pi(調整剤を添加する。
1. In the first step, raw water is introduced from the raw water pipe 4 into the reaction tank 1, and reactants to be returned in the fourth step described below are added thereto, and aluminum compounds are added from the chemical injection pipe 5 as necessary. (3) pi (adjusting agent is added) and adjusted from the drug injection tube 6 to 5 to 8,5.

原水に充分な量のアルミニウム化合物が存在する場合に
は必要ないが、不足あるいは存在しない場合には外部か
らアルミニウム化合物を添加する。
It is not necessary if a sufficient amount of aluminum compound is present in the raw water, but if it is insufficient or absent, aluminum compound is added from the outside.

アルミニウム化合物としては水溶性であれば公知のもの
を使用することができ、たとえば硫酸アルミニウム(硫
酸バンド)、ポリ塩化アルミニウム、塩化アルミニウム
、硝酸アルミニウムなどが挙げられる。このうち、性能
や取り扱いなどの面から硫酸アルミニウムが好ましい。
Any known aluminum compound can be used as long as it is water-soluble, such as aluminum sulfate (sulfuric acid band), polyaluminum chloride, aluminum chloride, aluminum nitrate, and the like. Among these, aluminum sulfate is preferred in terms of performance and handling.

アルミニウム化合物の必要存在量は、フッ化物イオンの
量に応じて変動するが、目安としてはフッ化物イオンに
対して重量比で、1:工程度(アルミニウムイオンとし
て)とする。ただし、第4工程から導入される反応物に
は多量のカルシウムイオン、アルミニウムイオンが含ま
れているので、その分低減させることができる。
The required amount of the aluminum compound varies depending on the amount of fluoride ions, but as a guide, the weight ratio to the fluoride ions is 1:process (as aluminum ions). However, since the reactants introduced from the fourth step contain large amounts of calcium ions and aluminum ions, the amount can be reduced accordingly.

アルミニウム化合物などを添加した後のpHは5〜85
程度に調整する必要がある。反応液(4) のpHが自然にこの範囲内になる場合には特に外部から
添加する必要はないが、それ以外のときにはpH調整剤
を添加する。
pH after adding aluminum compounds etc. is 5-85
It is necessary to adjust accordingly. If the pH of the reaction solution (4) naturally falls within this range, there is no need to add it from the outside, but in other cases, a pH adjuster is added.

pH調整剤は、アルカリ剤としては、水酸化ナトリウム
、炭酸ナトリウム、水酸化カルシウム等が使用できるが
、特に水酸化カルシウムはpH調整剤と同時にカルシウ
ムイオン源にもなるので好ましい。また、酸としては、
硫酸、塩酸等を使用する。
As the pH adjuster, sodium hydroxide, sodium carbonate, calcium hydroxide, etc. can be used as an alkaline agent, and calcium hydroxide is particularly preferred because it serves as a pH adjuster and a source of calcium ions. In addition, as an acid,
Use sulfuric acid, hydrochloric acid, etc.

以上のように、フッ化物イオン含有水に第4工程で返送
される反応物と、アルミニウム化合物とを添加すると共
に、pHを5〜8,5に調整すると、添加されたアルミ
ニウムイオンがAI(OH)sとなり、沈殿生成と同時
に原水中のフッ化物イオンが沈殿中にまき込まれたり、
フロックに吸着されたりして、フッ化物イオンが低減す
る。
As described above, when the reactant returned in the fourth step and the aluminum compound are added to the fluoride ion-containing water and the pH is adjusted to 5 to 8.5, the added aluminum ions become AI(OH )s, and fluoride ions in the raw water are mixed into the precipitation at the same time as precipitation is formed.
Fluoride ions are reduced by being adsorbed by flocs.

さらに、第4工程から導入される流出液中には多量のカ
ルシウムイオンが含まれているため、フッ化物イオンの
一部はCaF、として固定されることになる。
Furthermore, since the effluent introduced from the fourth step contains a large amount of calcium ions, some of the fluoride ions will be fixed as CaF.

反応槽1vr−おける反応時間は数分〜1時間程度であ
るが、フッ化物イオンを可及的に低減するためには15
分以上反応させた方が好ましい。
The reaction time in the reaction tank 1vr is about several minutes to 1 hour, but in order to reduce fluoride ions as much as possible,
It is preferable to react for more than a minute.

反応槽1の反応液は沈殿槽2へ送られ、沈殿物と上澄水
とに分離する。
The reaction liquid in reaction tank 1 is sent to precipitation tank 2, where it is separated into precipitate and supernatant water.

用いる沈殿槽としては公知の型式のものが用いられる。The settling tank used is of a known type.

上澄水は処理水として管7から系外に排出する。勿論、
必要に応じて、さらに、高度処理してから放流しても良
い。なお、固液分離に際しては必要に応じてポリアクリ
ルアミドの部分加水分解物などの高分子凝集剤を用いて
もよい。沈殿槽2から排出される沈殿物の一部は排泥管
8を介して系外に排出され、適当な手段により処分する
The supernatant water is discharged from the system through a pipe 7 as treated water. Of course,
If necessary, the water may be further treated at a high level before being discharged. In addition, upon solid-liquid separation, a polymer flocculant such as a partial hydrolyzate of polyacrylamide may be used as necessary. A part of the sediment discharged from the settling tank 2 is discharged outside the system via the mud removal pipe 8 and disposed of by appropriate means.

一方、沈殿物の残部は沈殿物反応槽3に送られる。沈殿
物反応槽3では、カルシウム化合物を薬注管9から添加
するとともに、必要に応じて薬注管10からpf(調整
剤を添加する。
On the other hand, the remainder of the precipitate is sent to the precipitate reaction tank 3. In the sediment reaction tank 3, a calcium compound is added from the chemical injection pipe 9, and if necessary, a PF (adjusting agent) is added from the chemical injection pipe 10.

カルシウム化合物としては酸化カルシウム、水酸化カル
シウム、塩化カルシウムなど任意のカルシウムAIl 
k用いることができる。p H調整剤は前述で説明した
ものと同一物を用いることができる。
As a calcium compound, any calcium AIl such as calcium oxide, calcium hydroxide, calcium chloride, etc.
k can be used. The same pH adjusters as those described above can be used.

沈殿物にカルシウム化合物、たとえばCa″(0)1)
2を添加し、必要に応じてpl(調整剤を添加してpH
を85〜13に調整すると次の反応が起こると考えられ
る。
Calcium compounds, such as Ca″(0)1) in the precipitate
2 and adjust the pH by adding pl (adjuster) as needed.
It is thought that the following reaction occurs when the is adjusted to 85-13.

A1(0旧3F + Ca (OH)t −k l (
OH) n−”−”ゝ+CaF。
A1 (0 old 3F + Ca (OH)t −k l (
OH) n−”−”ゝ+CaF.

ここでA l (Of()3−F’は前述のように水酸
化アルミニウムに吸着されたりだき込凍れたりして固定
されたフッ化物を表わし、nは3以上の整数を表わす。
Here, A 1 (Of()3-F' represents a fluoride fixed by being adsorbed or frozen to aluminum hydroxide as described above, and n represents an integer of 3 or more.

即ち、水酸化アルミニウムに捕捉されていたフッ化物イ
オンは、一旦溶離して、今度は水酸化カルシウムと反応
し、難溶性のCaF、となって再度固定される。
That is, the fluoride ions trapped in aluminum hydroxide are once eluted and then react with calcium hydroxide to become poorly soluble CaF and fixed again.

一方、水酸化アルミニウムは、pHが高いほど浴出し、
溶液状態を呈するようになる。この(7) ため、沈殿物反応槽3内のpHは好1しくは9以上とす
る。又、滞留時間は数分〜1時間程度とする。
On the other hand, the higher the pH, the more aluminum hydroxide is released from the bath.
Comes to exhibit a solution state. For this reason (7), the pH in the precipitation reaction tank 3 is preferably 9 or higher. Further, the residence time is approximately several minutes to one hour.

こうして、沈殿物反応槽3からは、CaF、の沈殿と、
アルミニウムやガルシウム化合物を含む沈殿、及びアル
ミニウムイオン、カルシウムイオンを含む懸濁状の反応
物が排出されるようになる。
In this way, from the precipitation reaction tank 3, precipitation of CaF,
Precipitates containing aluminum and galcium compounds, and suspended reactants containing aluminum ions and calcium ions are discharged.

この発明では、第3工程から排出される反応物を有効利
用するため、第4工程として、この反応物を第1工程に
返送する。返送場所としては原水中でもよいし、反応槽
1中でもよい。
In this invention, in order to effectively utilize the reactant discharged from the third step, this reactant is returned to the first step as the fourth step. The return location may be in the raw water or in the reaction tank 1.

返送により、アルミニウムイオンやカルシウムイオンが
フッ化物イオンを固定するために利用されるとともに、
反応物中のCaF2が、反応の核となって、極めて沈降
性のよい沈殿物を得ることができる。
By returning, aluminum ions and calcium ions are used to fix fluoride ions, and
CaF2 in the reaction product becomes the core of the reaction, and a precipitate with extremely good sedimentation properties can be obtained.

なお、上述の説明では糸外に排出する沈殿物は4管8を
介して行なうようになっていたが、沈殿物反応槽3でア
ルミニウム化合物を溶解しく8) た後、CaF2を主体とする沈殿物のみを引き抜くよう
にしてもよい。
In addition, in the above explanation, the precipitate was discharged to the outside of the thread through the four pipes 8, but after dissolving the aluminum compound in the precipitate reaction tank 3, the precipitate mainly consisting of CaF2 was precipitated. It is also possible to pull out only the object.

以上述べたように、この発明によると、一旦生成した沈
殿物を拘置溶解して利用することとしたため、コストが
安くつくうえに、カルシウム化会物とアルミニウム化合
物とでフッ化物イオンを処理するようにしたため極めて
効率良くフッ化物イオンを除去できる。
As described above, according to the present invention, since the precipitate once generated is used after being detained and dissolved, the cost is low, and the fluoride ions are treated with the calcified compound and the aluminum compound. This makes it possible to remove fluoride ions extremely efficiently.

しかも得られる沈殿物は極めて沈降性が良く、処理処分
も容易となるなど、優れた利点を多く有する。
Moreover, the obtained precipitate has many excellent advantages, such as extremely good sedimentation properties and easy treatment and disposal.

実 施 例 1 横浜市水にNaFeF−とじて51 m9/、I3添加
し、原水とした。
Example 1 51 m9/I3 of NaFeF was added to Yokohama city water to obtain raw water.

まず、従来例として原水にaW&バンド500my/1
3と水酸カルシウム120m97.5とを添加してpH
を69とし、20分間攪拌下反応させた後、沈殿を分離
した(ケース1)。
First, as a conventional example, aW & band 500my/1 is applied to raw water.
3 and 120 m of calcium hydroxide to adjust the pH to 97.5.
was set to 69, and after reacting for 20 minutes with stirring, the precipitate was separated (Case 1).

また、ケース1の沈殿物を原水に添加した以外はケース
1と同一操作により処理した。(ケース2)次に、この
発明の実施例として、ケース1と同様の方法によって沈
殿物を得た後、沈殿物にCa (OH) 2を120呼
/、8 (原水量に換算シテ)添加しくpH9,15)
、約10分間反応させた。次にこの反応物を原水に添加
すると共に、硫酸バンドを500■/p添加し、20分
間反応させた。
In addition, the treatment was performed in the same manner as in Case 1 except that the precipitate in Case 1 was added to the raw water. (Case 2) Next, as an example of the present invention, after obtaining a precipitate by the same method as in Case 1, 120 pumps of Ca (OH) 2/, 8 (converted to raw water amount) were added to the precipitate. pH 9,15)
, and was allowed to react for about 10 minutes. Next, this reaction product was added to the raw water, and at the same time, 500 μ/p of sulfuric acid was added, and the mixture was allowed to react for 20 minutes.

このときのpHは6.5であった。(ケース3)ケース
3において、沈殿物に添加するCa(OR) 2を30
 omy/13 (pl−110,5)トL、サラに原
水に反応物を添加後、硫酸でp H7,2に調整した以
外はケース3と同様の方法で処理した(ケース4)。
The pH at this time was 6.5. (Case 3) In Case 3, Ca (OR) 2 added to the precipitate is 30
omy/13 (pl-110,5) was treated in the same manner as Case 3, except that after adding the reactant to the raw water, the pH was adjusted to 7.2 with sulfuric acid (Case 4).

以上、ケースト4の結果を第1表に示す。The results of Case 4 are shown in Table 1.

第 1 表 これかられかるように、沈殿物を有効利用したことによ
り、1段処理でも充分にフッ化物イオンが除去されてい
ることがわかる。
As shown in Table 1, it can be seen that by effectively utilizing the precipitate, fluoride ions were sufficiently removed even in one stage treatment.

実施例2 pi−12,0、F350呼/g、Ca 5261%l
/#、 A1370η/lの排煙脱硫排水を原水として
発明方法を実施した。
Example 2 pi-12.0, F350 calls/g, Ca 5261%l
/#, A1370η/l flue gas desulfurization wastewater was used as raw water to carry out the invention method.

先ず、この原水の場合、すでに充分量のアルミニウムイ
オンが存在するので、水酸化カルシウムを1,500■
/43添加してp H7,1に調整し、0.5時間反応
後生成する沈殿を分離した。このとき得られた処理水中
のFは40.3 m97.8 であった。
First, in the case of this raw water, there is already a sufficient amount of aluminum ions, so 1,500 μg of calcium hydroxide is added to the raw water.
/43 was added to adjust the pH to 7.1, and the precipitate formed after reaction for 0.5 hour was separated. The F content in the treated water obtained at this time was 40.3 m97.8.

この沈殿物を原水に添加した以外は上記と同一の処理を
した。その結果、処理水中のFは37、’1rlU;l
’/、8であった。
The same treatment as above was carried out except that this precipitate was added to the raw water. As a result, F in the treated water was 37,'1rlU;l
'/, it was 8.

次に、上記で得られた沈殿物にCa (OH) tを1
.500η/k(原水量に換算して)添加して1時間反
応後原水に添加すると共に、さらにNaOHを加えてp
 H6,7に調整した。
Next, 1 t of Ca (OH) was added to the precipitate obtained above.
.. After adding 500η/k (converted to the amount of raw water) and reacting for 1 hour, it was added to the raw water, and NaOH was further added to p
Adjusted to H6 and 7.

その結果、処理水中のFは】9.0η/13 と低減さ
れた。
As a result, F in the treated water was reduced to 9.0η/13.

このように、単に沈殿物を返送しただけでは、処理水水
質はほとんど改善されないが、カルシウム化合物を沈殿
物に添加することにより、水質は大巾に改善されること
がわかる。
Thus, it can be seen that simply returning the precipitate hardly improves the quality of the treated water, but adding calcium compounds to the precipitate significantly improves the water quality.

特許請求人 栗田工業株式会社 手 続 補 正 書 昭和59年−7日 特許庁長官 殿 1、事件の表示 昭和58年特許願第204476号 2、発明の名称 フッ化物イオン含有水の処理方法 3、補正をする者 事件との関係 特許出願人 住 所 東京都新宿区西新宿3丁目4番7号〒1604
、補正命令の日付 昭和59年1月31日 5、補正により増加する発明の数 な し6、補正の対
象 明細書の「図面の簡単な説明」の欄 7、補正の内容 明細書12頁の6行目の次に以下を挿入する。
Patent Applicant: Kurita Water Industries, Ltd. Procedural Amendment Written by the Commissioner of the Patent Office, 1982-7, 1. Indication of the case, Patent Application No. 204476, filed in 1982. 2. Name of the invention: Method for treating fluoride ion-containing water 3. Relationship with the case of the person making the amendment Patent applicant address 3-4-7 Nishi-Shinjuku, Shinjuku-ku, Tokyo 1604
, date of the amendment order January 31, 19805, number of inventions increased by the amendment None 6, column 7 of "Brief explanation of drawings" of the specification subject to the amendment, page 12 of the description of the contents of the amendment Insert the following after the 6th line.

【図面の簡単な説明】[Brief explanation of the drawing]

図面はこの発明の実施態様を示す系統図であって、1は
反応槽、2は沈殿槽、3は沈殿物反応槽、4は原水管、
5.6.9.10は薬注管、7は管、8は導管をそれぞ
れ示す。」 (2)
The drawing is a system diagram showing an embodiment of the present invention, in which 1 is a reaction tank, 2 is a sedimentation tank, 3 is a sediment reaction tank, 4 is a raw water pipe,
5.6.9.10 indicates a drug injection tube, 7 indicates a tube, and 8 indicates a conduit. ” (2)

Claims (1)

【特許請求の範囲】 1フッ化物イオン含有水にアルミニウム化合物存在下、
pi(を5〜8.5に調整する第1工程と、第1工程か
らの流出懸濁液を分離し、処理水と沈殿物とに分離する
第2工程と、第2工程からの沈殿物にカルシウム化合物
を添加する第3工程と、第3工程反応物を前記第1工程
に返送する第4工程とを含むフッ化物イオン含有水の処
理方法 2 アルミニウム化合物が硫酸アルミニウムであり、カ
ルシウム化合物が水酸化カルシウムである特許請求の範
囲第1項記載の処理方法
[Claims] In the presence of an aluminum compound in monofluoride ion-containing water,
The first step is to adjust pi to 5 to 8.5, the second step is to separate the effluent suspension from the first step into treated water and precipitate, and the precipitate from the second step. Method 2 for treating fluoride ion-containing water, comprising a third step of adding a calcium compound to the water, and a fourth step of returning the third step reactant to the first step.The aluminum compound is aluminum sulfate, and the calcium compound is The treatment method according to claim 1, which is calcium hydroxide.
JP20447683A 1983-10-31 1983-10-31 Treatment of fluoride ion-containing water Pending JPS6097091A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20447683A JPS6097091A (en) 1983-10-31 1983-10-31 Treatment of fluoride ion-containing water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20447683A JPS6097091A (en) 1983-10-31 1983-10-31 Treatment of fluoride ion-containing water

Publications (1)

Publication Number Publication Date
JPS6097091A true JPS6097091A (en) 1985-05-30

Family

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Application Number Title Priority Date Filing Date
JP20447683A Pending JPS6097091A (en) 1983-10-31 1983-10-31 Treatment of fluoride ion-containing water

Country Status (1)

Country Link
JP (1) JPS6097091A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1034166A (en) * 1996-07-22 1998-02-10 Japan Organo Co Ltd Apparatus for treating fluorine-containing waste water and method therefor
JPH10137744A (en) * 1996-11-11 1998-05-26 Nec Corp Treatment of waste water containing fluorine
WO2000003952A1 (en) * 1998-07-17 2000-01-27 Nec Corporation Method for treating a fluorine-containing waste water and treating apparatus
JP2000084570A (en) * 1998-07-17 2000-03-28 Nec Corp Treatment of fluorine-containing waste water and treating apparatus
US6210589B1 (en) * 1999-06-07 2001-04-03 Industrial Technology Resarch Institute Process for removing fluoride from wastewater
JP2005125153A (en) * 2003-10-21 2005-05-19 Kurita Water Ind Ltd Method and apparatus for treating fluorine-containing waste water
JP2016187779A (en) * 2015-03-30 2016-11-04 住友重機械エンバイロメント株式会社 Wastewater treatment equipment and wastewater treatment method
CN109095573A (en) * 2017-06-20 2018-12-28 丁海雄 The preparation method of water process inorganic agglutinant for fluorine removal
JP2019122961A (en) * 2019-04-26 2019-07-25 住友重機械エンバイロメント株式会社 Wastewater treatment equipment and wastewater treatment method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51142864A (en) * 1975-06-04 1976-12-08 Nippon Chem Ind Co Ltd:The Treating method of fluorine ion-containing waste liquor

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51142864A (en) * 1975-06-04 1976-12-08 Nippon Chem Ind Co Ltd:The Treating method of fluorine ion-containing waste liquor

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1034166A (en) * 1996-07-22 1998-02-10 Japan Organo Co Ltd Apparatus for treating fluorine-containing waste water and method therefor
JPH10137744A (en) * 1996-11-11 1998-05-26 Nec Corp Treatment of waste water containing fluorine
WO2000003952A1 (en) * 1998-07-17 2000-01-27 Nec Corporation Method for treating a fluorine-containing waste water and treating apparatus
JP2000084570A (en) * 1998-07-17 2000-03-28 Nec Corp Treatment of fluorine-containing waste water and treating apparatus
GB2354516A (en) * 1998-07-17 2001-03-28 Nec Corp Method for treating a fluorine-containing waste water and treating apparatus
US6210589B1 (en) * 1999-06-07 2001-04-03 Industrial Technology Resarch Institute Process for removing fluoride from wastewater
JP2005125153A (en) * 2003-10-21 2005-05-19 Kurita Water Ind Ltd Method and apparatus for treating fluorine-containing waste water
JP4508600B2 (en) * 2003-10-21 2010-07-21 栗田工業株式会社 Method and apparatus for treating fluorine-containing wastewater
JP2016187779A (en) * 2015-03-30 2016-11-04 住友重機械エンバイロメント株式会社 Wastewater treatment equipment and wastewater treatment method
CN109095573A (en) * 2017-06-20 2018-12-28 丁海雄 The preparation method of water process inorganic agglutinant for fluorine removal
CN109095573B (en) * 2017-06-20 2021-09-28 丁海雄 Preparation method of inorganic coagulant for defluorination water treatment
JP2019122961A (en) * 2019-04-26 2019-07-25 住友重機械エンバイロメント株式会社 Wastewater treatment equipment and wastewater treatment method

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