JPH0673670B2 - Wastewater treatment method - Google Patents
Wastewater treatment methodInfo
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- JPH0673670B2 JPH0673670B2 JP61186886A JP18688686A JPH0673670B2 JP H0673670 B2 JPH0673670 B2 JP H0673670B2 JP 61186886 A JP61186886 A JP 61186886A JP 18688686 A JP18688686 A JP 18688686A JP H0673670 B2 JPH0673670 B2 JP H0673670B2
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Description
【発明の詳細な説明】 [産業上の利用分野] 本発明は排水の処理法に関し、詳しくは湿式排煙脱硫装
置及び周辺設備の各所から排出される排水の処理法に関
する。Description: TECHNICAL FIELD The present invention relates to a method for treating wastewater, and more particularly to a method for treating wastewater discharged from various places of a wet flue gas desulfurization apparatus and peripheral equipment.
[従来の技術とその問題点] 石炭燃焼排ガス中にはSOX,NOX,HF,HCl,フライアッシュ
等が含まれており、湿式排煙脱硫装置やAH,湿式EP,GGH
等の各所から排出される排水の性状は極めて複雑であ
り、除去しなければならない物質が多く含まれている。[Conventional technology and its problems] Coal combustion exhaust gas contains SO X , NO X , HF, HCl, fly ash, etc., and is used in wet flue gas desulfurization equipment, AH, wet EP, GGH.
The properties of wastewater discharged from various places are extremely complicated and contain many substances that must be removed.
これら物質を効率良く除去することは当然に望まれるこ
とであるが、これまでに実施され、もしくは提案された
方法は、装置の簡素化,薬剤費などの処理費用,スケー
リング発生などに伴う保守費用等を考慮したとき、必ず
しも効率的であるとは考えられない。Efficient removal of these substances is of course desirable, but the methods that have been implemented or proposed so far are simpler to implement, processing costs such as drug costs, and maintenance costs associated with scaling. Considering the above, it is not always considered to be efficient.
排水から除去しなければならない物質として、たとえば
カドミウム,ヒ素などの重金属類;フッ素;ジチオン
酸;含窒素硫黄化合物等が挙げられ、特に重金属,フッ
素,ジチオン酸の効率的な除去方法が要求されている。Examples of substances that must be removed from wastewater include heavy metals such as cadmium and arsenic; fluorine; dithionic acid; nitrogen-containing sulfur compounds. Especially, an efficient method for removing heavy metals, fluorine and dithionate is required. There is.
従来法による重金属の除去については、高pH処理が必要
とされることから、薬剤使用量,スラッジ生成量やスケ
ーリングの発生という問題がある。また、フッ素の除去
に関しては、処理工程が複雑である上に重金属除去の場
合と同様に薬剤使用量,スラッジ生成量,スケーリング
の発生という問題がある。特に、排水中のフッ素濃度が
500ppm以上でホウ素を含有する場合、また特にホウ素濃
度が40ppm以上である場合、アルミニウム添加剤として
の硫酸アルミニウム(硫酸バン土)やポリ塩化アルミニ
ウム(PAC)の使用量が大巾に増加し、経済性だけでな
くスケーリングの発生という問題が生じ、安定したフッ
素除去率が得られないことを本発明者らは知見した。さ
らに、ジチオン酸の吸着除去についても、吸着の前処理
としての軟化操作の段階でスラッジやスケーリングの発
生、さらには薬剤の使用量に問題がある。特に、この軟
化工程操作の問題は技術的にも経済的にもマイナス要因
として大きい。Regarding the removal of heavy metals by the conventional method, there is a problem that the amount of chemicals used, the amount of sludge produced, and scaling occur because high pH treatment is required. Further, regarding the removal of fluorine, there are problems that the treatment process is complicated and that the amount of chemicals used, the amount of sludge produced, and scaling occur as in the case of removing heavy metals. Especially, the fluorine concentration in the wastewater
When boron is contained at 500 ppm or more, and especially when the boron concentration is 40 ppm or more, the use amount of aluminum sulfate (van sulfate earth) or polyaluminum chloride (PAC) as an aluminum additive is greatly increased, which is economical. The present inventors have found that not only the property but also the problem of scaling occurs, and a stable fluorine removal rate cannot be obtained. Further, with respect to the adsorption and removal of dithionic acid, there is a problem in that sludge and scaling are generated at the stage of the softening operation as a pretreatment for adsorption, and further, the amount of the drug used. In particular, the problem of this softening process operation is a serious negative factor both technically and economically.
[問題点を解決するための手段] 本発明はこれらの問題点を解決して排水を効率よく処理
する方法を提供することを目的としている。すなわち本
発明は重金属,フッ素およびジチオン酸を含有する排水
を以下の工程により順次処理することを特徴とする排水
の処理法に関する。[Means for Solving Problems] An object of the present invention is to provide a method for solving these problems and treating wastewater efficiently. That is, the present invention relates to a wastewater treatment method characterized by sequentially treating wastewater containing heavy metals, fluorine and dithionate by the following steps.
a)排水に該排水中の塩素濃度に応じ塩酸と後記e)工
程で生ずる固形物スラリーを添加溶解後、水酸化カルシ
ウムと水酸化ナトリウムのうちの少なくとも一方ならび
に液状重金属捕集剤を添加し、空気を吹き込みながらpH
5〜9にて反応を行う第1反応工程、 b)第1工程反応混合物の固液分離を行う工程、 c)上記固液分離工程からの液体区分に塩酸とアルミニ
ウム化合物を添加し、pH2〜4にて反応を行う第2反応
工程、 d)第2工程反応混合物に水酸化カルシウムと水酸化ナ
トリウムのうちの少なくと一方ならびに高分子凝集剤を
添加し、pH6〜8にて反応を行う第3反応工程、 e)第3工程反応混合物の固液分離を行う工程、 f)上記固液分離工程からの液体区分を塩素型合成吸着
材と接触させる第4反応工程。a) Hydrochloric acid is added to the wastewater in accordance with the chlorine concentration in the wastewater and the solid slurry generated in the step e) described below, and after dissolution, at least one of calcium hydroxide and sodium hydroxide and a liquid heavy metal scavenger are added, PH while blowing air
The first reaction step of performing the reaction in 5 to 9, b) the step of performing the solid-liquid separation of the reaction mixture in the first step, c) the hydrochloric acid and the aluminum compound are added to the liquid section from the solid-liquid separation step, and the pH is adjusted to 2 to The second reaction step in which the reaction is carried out at 4, d) The second step At least one of calcium hydroxide and sodium hydroxide and a polymer flocculant are added to the reaction mixture, and the reaction is carried out at pH 6-8. 3 reaction steps, e) third step solid-liquid separation of the reaction mixture, f) fourth reaction step of contacting the liquid section from the solid-liquid separation step with a chlorine-type synthetic adsorbent.
本発明の対象となる排水は湿式排煙脱硫装置やAH,湿式E
P,GGH等の各所から排出されるものであり、該湿式排煙
脱硫装置の方式は灰分離方式、灰混合方式のいずれであ
ってもよい。Wastewater covered by the present invention is a wet flue gas desulfurizer, AH, wet E
It is discharged from various places such as P and GGH, and the system of the wet flue gas desulfurization device may be either an ash separation system or an ash mixing system.
本発明の第1反応工程では、排水中の塩素イオン濃度に
応じて塩酸を添加して該塩素イオン濃度を1000〜30000p
pm程度、好ましくは5000〜20000ppmに増加せしめる。そ
の結果、カルシウム濃度が増加し、以下の工程において
効率的な排水処理を行うことが可能となる。さらに、塩
酸添加により、e)工程で生ずる固形物スラリーの溶解
を容易にさせる。In the first reaction step of the present invention, hydrochloric acid is added according to the chlorine ion concentration in the waste water to adjust the chlorine ion concentration to 1000 to 30000p.
It is increased to about pm, preferably 5000 to 20000 ppm. As a result, the calcium concentration increases, and efficient wastewater treatment can be performed in the following steps. Furthermore, the addition of hydrochloric acid facilitates the dissolution of the solid slurry generated in step e).
従来、重金属を除去するためにpH10以上という高pH領域
で処理が行われていたが、本発明では水溶性キレート剤
を重金属捕集剤として使用したことにより、高pH領域で
の操作が不要となった。これによってマグネシウム等の
沈でんによるスラッジ生成量を大巾に減少させることが
でき、かつpHを5〜9とすることによりフッ素の大部分
を除去することができる。さらに、この第1反応工程で
は後記e)工程で分離された固形物または固形物を含む
スラリーを添加し溶解する。この固形物はアルミニウム
フロックを含んでおり、フッ素処理を容易にする効果が
ある。また、重金属捕集剤のほか同一槽に空気を導入す
ることによりCOD成分である残留SO3,NO2などを酸化ま
たは分解して放出することができる。Conventionally, the treatment was carried out in a high pH region of pH 10 or higher to remove heavy metals, but in the present invention, by using a water-soluble chelating agent as a heavy metal scavenger, it is not necessary to operate in a high pH region. became. As a result, the amount of sludge produced by the precipitation of magnesium or the like can be greatly reduced, and most of the fluorine can be removed by adjusting the pH to 5-9. Further, in the first reaction step, the solid matter or the slurry containing the solid matter separated in the step e) described later is added and dissolved. This solid material contains aluminum flocs and has the effect of facilitating the fluorine treatment. Also, by introducing air into the same tank in addition to the heavy metal scavenger, residual SO 3 , NO 2, etc., which are COD components, can be oxidized or decomposed and released.
次に、第2反応工程では排水に塩酸とアルミニウム化合
物を添加し、pH2〜4にてフルオロホウ酸などのホウフ
ッ化物の形で存在するフッ素処理を以下に示す主な分解
反応式により行う。Next, in the second reaction step, hydrochloric acid and an aluminum compound are added to the waste water, and the fluorine treatment which is present in the form of borofluoride such as fluoroboric acid at pH 2 to 4 is performed by the main decomposition reaction formula shown below.
3BF4 -+4Al3++9H2O→4AlF3+3B(OH)3+9H+ 通常、アルミニウム化合物として硫酸バン土やPACが使
用されるが、塩化アルミニウムの使用は溶解Alイオン生
成速度が速く、かつAlイオン濃度としても高くなること
からホウフッ化物の分解が速く、効率的にフッ素処理を
行うことができる。さらに、塩化アルミニウムは塩素イ
オン濃度の増加により処理系を高カルシウム濃度状態に
保つことが可能となり、ホウ素から分離したフッ素のフ
ッ化カルシウムの生成が促進され、フッ素の除去を一層
効率的に行うことができる。また、塩化物であるため硫
酸バン土と異なり硫酸根の生成がなく、また凝集剤とし
ての効果が小さいため、COD処理工程等のスケーリング
及びフロックの付着を減少させることができる。なお、
フッ素濃度が高く、かつホウ素も含まれている場合、た
とえばフッ素濃度500ppm以上であり、かつホウ素濃度40
ppm以上である場合には、アルミニウム化合物としては
塩化アルミニウムの使用が特に好適となる。 3BF 4 - + 4Al 3+ + 9H 2 O → 4AlF 3 + 3B (OH) 3 + 9H + usually aluminum sulfate and PAC as the aluminum compound is used, the use of aluminum chloride has a high solubility Al ion generation rate, and Al Since the ion concentration is also high, the decomposition of borofluoride is fast, and the fluorine treatment can be efficiently performed. Furthermore, aluminum chloride makes it possible to keep the treatment system in a high calcium concentration state by increasing the chloride ion concentration, promotes the generation of calcium fluoride, which is fluorine separated from boron, and enables more efficient removal of fluorine. You can In addition, since it is a chloride, unlike sulphate sulphate, it does not generate sulfate radicals, and its effect as a coagulant is small, so scaling in the COD treatment step and the adhesion of flocs can be reduced. In addition,
When the fluorine concentration is high and also contains boron, for example, the fluorine concentration is 500 ppm or more, and the boron concentration is 40
When it is above ppm, it is particularly suitable to use aluminum chloride as the aluminum compound.
第3反応工程では、上記第2反応工程の反応混合物に水
酸化カルシウムと水酸化ナトリウムのうちの少なくとも
一方ならびに高分子凝集剤を添加してpH6〜8の状態で
反応を行う。これは第2,第3反応工程により排水中のフ
ッ素は、規制値濃度以下に除去される。In the third reaction step, at least one of calcium hydroxide and sodium hydroxide and a polymer flocculant are added to the reaction mixture of the second reaction step, and the reaction is carried out at a pH of 6-8. In the second and third reaction steps, the fluorine in the waste water is removed below the regulated concentration.
次いで、反応混合物の固液分離を行い、水酸化アルミニ
ウム,石こうなどを含む固形物または固形物を含むスラ
リーを第1反応工程に戻すことにより、アルミニウム化
合物の有効利用を図ると共に、第1反応工程における石
こうスケーリング防止のための石こう種晶として使用す
る。Next, solid-liquid separation of the reaction mixture is performed, and a solid containing aluminum hydroxide, gypsum or the like or a slurry containing solid is returned to the first reaction step to effectively utilize the aluminum compound, and at the same time, to perform the first reaction step. Used as a gypsum seed crystal to prevent gypsum scaling in.
本発明の第4反応工程はジチオン酸除去のためのCOD処
理工程である。The fourth reaction step of the present invention is a COD treatment step for removing dithionic acid.
塩素型合成吸着材を使用したCOD除去装置へ前工程から
の液体区分を導いて接触させ、ジチオン酸等を除去す
る。The liquid section from the previous step is guided to and brought into contact with a COD removal device that uses a chlorine-type synthetic adsorbent to remove dithionic acid, etc.
この場合、従来より使用されている硫酸型合成吸着材は
吸着後、出口における液中のSO4濃度が増加するため、
液中のカルシウム濃度が高いと、石こう等のスケール発
生が起り、トラブルが生ずる。そのため、前処理として
軟化操作が必須であった。しかし、この軟化操作の段階
で、前述したように、スラッジやスケーリングの発生等
の問題があり、その解決が望まれていたのである。In this case, the conventionally used sulfuric acid type synthetic adsorbent increases the SO 4 concentration in the liquid at the outlet after adsorption,
If the calcium concentration in the liquid is high, scales such as gypsum will occur, causing troubles. Therefore, a softening operation was essential as a pretreatment. However, at the stage of this softening operation, there are problems such as the generation of sludge and scaling as described above, and the solution thereof has been desired.
本発明では塩素型合成吸着材を使用するため、液中のSO
4濃度が増加することがなく、軟化操作は不要である。
すなわち、前工程においてSO4濃度を極く僅かに抑えた
排水をCOD除去装置へ通すため、スケールの発生は起こ
らない。本発明では排水処理の全系において液中のカル
シウム濃度を高濃度に維持して処理しているため、石こ
う溶解度積からSO4濃度を低濃度に抑えることができ
る。そのため、スケーリングの生成を極力抑えることが
できるのである。Since chlorine-based synthetic adsorbent is used in the present invention,
4 Concentration does not increase and no softening operation is required.
In other words, in the previous step, since the wastewater with a very low SO 4 concentration is passed through the COD removal device, no scale is generated. In the present invention, since the calcium concentration in the liquid is maintained at a high concentration in the entire wastewater treatment system, the SO 4 concentration can be suppressed to a low concentration from the gypsum solubility product. Therefore, generation of scaling can be suppressed as much as possible.
なお、COD除去装置から排出される再生液の酸分解液は
酸性であるので、たとえばpH調整用として使用するなど
脱硫装置等にて有効利用することができる。Since the acid decomposition liquid of the regenerated liquid discharged from the COD removal device is acidic, it can be effectively used in a desulfurization device or the like, for example, used for pH adjustment.
[発明の効果] 本発明によれば、排水中の重金属処理,フッ素処理,COD
成分のジチオン酸処理、さらにはSS処理等をそれぞれ効
率よく行えるように組合せた状態で実施することができ
る。特に、高フッ素濃度かつホウ素含有排水についても
薬剤の使用量を抑えてスラッジ量,スケール発生が低減
した安定な処理を行える。[Effects of the Invention] According to the present invention, heavy metal treatment in wastewater, fluorine treatment, COD
It can be carried out in a combined state such that the dithionic acid treatment of the components, and further the SS treatment and the like can be performed efficiently. In particular, even for wastewater containing a high fluorine concentration and containing boron, the amount of chemicals used can be suppressed and stable treatment with reduced sludge volume and scale generation can be performed.
しかも、本発明ではNaOH,アルミニウム化合物等の薬剤
の使用量が少なく、スラッジの発生量を抑えることがで
きる。また、排水処理系全体において液中のカルシウム
濃度を高濃度に維持して運転するため、フッ素処理の効
率が向上し、かつ問題の多かった軟化工程も省略でき、
装置やシステムを簡素化することが可能となった。Moreover, in the present invention, the amount of chemicals such as NaOH and aluminum compound used is small, and the amount of sludge generated can be suppressed. Moreover, since the calcium concentration in the liquid is maintained at a high concentration in the entire wastewater treatment system for operation, the efficiency of the fluorine treatment is improved, and the softening step, which has many problems, can be omitted.
It has become possible to simplify the equipment and system.
[実施例] 次に、本発明の実施例を示す。[Examples] Next, examples of the present invention will be described.
実施例 石炭燃焼排ガスの湿式排煙脱硫装置から排出される排水
(カドミウム濃度0.2ppm,ヒ素濃度0.5ppm,cr濃度0.4pp
m,フッ素濃度300ppm,ホウ素濃度20ppm,アルミニウム濃
度50ppm,COD濃度60ppm,マグネシウム濃度300ppm,塩素濃
度1500ppm)を第1図に示すフローにて2m3/hrの流量で
流して処理した。なお、含窒素硫黄化合物の分解のため
に排水中に亜硝酸ナトリウム80ppmを添加した。また、
各反応工程におけるpHは図示した値に保持した。Example Wastewater discharged from wet flue gas desulfurization equipment of coal combustion exhaust gas (cadmium concentration 0.2ppm, arsenic concentration 0.5ppm, cr concentration 0.4pp
m, fluorine concentration 300 ppm, boron concentration 20 ppm, aluminum concentration 50 ppm, COD concentration 60 ppm, magnesium concentration 300 ppm, chlorine concentration 1500 ppm) were treated by flowing at a flow rate of 2 m 3 / hr according to the flow shown in FIG. In addition, 80 ppm of sodium nitrite was added to the wastewater to decompose the nitrogen-containing sulfur compounds. Also,
The pH in each reaction step was maintained at the indicated value.
その結果、第4反応工程から放出される処理水の各成分
濃度はカドミウム0.002pm,ヒ素0.05ppm,Cr濃度0.01ppm,
フッ素5ppm,COD4ppmであった。なお、上記排水を硫酸バ
ン土を加えて処理したときの処理水中のフッ素濃度は10
ppmであった。As a result, the concentration of each component of the treated water released from the 4th reaction step was 0.002pm for cadmium, 0.05ppm for arsenic, 0.01ppm for Cr,
Fluorine was 5 ppm and COD was 4 ppm. The concentration of fluorine in the treated water when the wastewater was treated with van sulphate was 10%.
It was ppm.
また、第1反応工程からの反応混合物を固液分離して得
られる石こうを含むスラッジは成分分析の結果、脱硫装
置からの石こうと同様に有効利用できることが確認され
た。さらに、スケーリング発生は微小であり、運転上支
障はなかった。また、フッ素濃度1400ppm,ホウ素濃度15
0ppmを含む排水に対しても排出規制値を満足する処理性
能を発揮できることを確認した。In addition, as a result of component analysis, it was confirmed that the sludge containing gypsum obtained by solid-liquid separation of the reaction mixture from the first reaction step can be effectively used similarly to gypsum from the desulfurization device. Furthermore, the occurrence of scaling was minute, and there was no hindrance in operation. Also, fluorine concentration 1400ppm, boron concentration 15
It was confirmed that the treatment performance that satisfies the emission control value can be exhibited even for wastewater containing 0 ppm.
第1図は本発明の方法の1実施態様を示すフローであ
る。FIG. 1 is a flow chart showing one embodiment of the method of the present invention.
Claims (5)
る排水を以下の工程により順次処理することを特徴とす
る排水の処理法。 a)排水に該排水中の塩素濃度に応じ塩酸と後記e)工
程で生ずる固形物スラリーを添加溶解後、水酸化カルシ
ウムと水酸化ナトリウムのうちの少なくとも一方ならび
に液状重金属捕集剤を添加し、空気を吹き込みながらpH
5〜9にて反応を行う第1反応工程、 b)第1工程反応混合物の固液分離を行う工程、 c)上記固液分離工程からの液体区分に塩酸とアルミニ
ウム化合物を添加し、pH2〜4にて反応を行う第2反応
工程、 d)第2工程反応混合物に水酸化カルシウムと水酸化ナ
トリウムのうちの少なくとも一方ならびに高分子凝集剤
を添加し、pH6〜8にて反応を行う第3反応工程、 e)第3工程反応混合物の固液分離を行う工程、 f)上記固液分離工程からの液体区分を塩素型合成吸着
材と接触させる第4反応工程。1. A method for treating wastewater, which comprises successively treating wastewater containing heavy metals, fluorine and dithionic acid by the following steps. a) Hydrochloric acid is added to the wastewater in accordance with the chlorine concentration in the wastewater and the solid slurry generated in the step e) described below, and after dissolution, at least one of calcium hydroxide and sodium hydroxide and a liquid heavy metal scavenger are added, PH while blowing air
The first reaction step of performing the reaction in 5 to 9, b) the step of performing the solid-liquid separation of the reaction mixture in the first step, c) the hydrochloric acid and the aluminum compound are added to the liquid section from the solid-liquid separation step, and the pH is adjusted to 2 to Second reaction step in which the reaction is carried out in 4, d) Second step At least one of calcium hydroxide and sodium hydroxide and a polymer flocculant are added to the reaction mixture, and the reaction is carried out at pH 6 to 8 Reaction step, e) third step solid-liquid separation of the reaction mixture, f) fourth reaction step of contacting the liquid section from the solid-liquid separation step with a chlorine-type synthetic adsorbent.
のである特許請求の範囲第1項記載の方法。2. The method according to claim 1, wherein the waste water is discharged from a wet flue gas desulfurization device.
合物が塩化アルミニウムである特許請求の範囲第1項記
載の方法。3. The method according to claim 1, wherein the aluminum compound used in c) the second reaction step is aluminum chloride.
つホウ素を含有するものである特許請求の範囲第3項記
載の方法。4. The method according to claim 3, wherein the waste water has a fluorine concentration of 500 ppm or more and contains boron.
つホウ素濃度40ppm以上のものである特許請求の範囲第
3項記載の方法。5. The method according to claim 3, wherein the waste water has a fluorine concentration of 500 ppm or more and a boron concentration of 40 ppm or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61186886A JPH0673670B2 (en) | 1986-08-11 | 1986-08-11 | Wastewater treatment method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61186886A JPH0673670B2 (en) | 1986-08-11 | 1986-08-11 | Wastewater treatment method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6342791A JPS6342791A (en) | 1988-02-23 |
| JPH0673670B2 true JPH0673670B2 (en) | 1994-09-21 |
Family
ID=16196404
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61186886A Expired - Lifetime JPH0673670B2 (en) | 1986-08-11 | 1986-08-11 | Wastewater treatment method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0673670B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5483431B2 (en) * | 2010-04-14 | 2014-05-07 | Necファシリティーズ株式会社 | Method for removing boron from boron-containing wastewater |
| JP6045965B2 (en) * | 2013-04-05 | 2016-12-14 | オルガノ株式会社 | Borofluoride ion-containing wastewater treatment method and borofluoride ion-containing wastewater treatment apparatus |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5310553A (en) * | 1976-07-15 | 1978-01-31 | Kurita Water Ind Ltd | Mehtod of treating waste water containing fluorine and boron |
| JPS5564899A (en) * | 1978-11-07 | 1980-05-15 | Ebara Infilco Co Ltd | Treatment of waste water being scavenged, desulfurized and denitrified waste gas |
| JPS60117B2 (en) * | 1981-03-03 | 1985-01-05 | 栗田工業株式会社 | How to treat fluoride-containing water |
| JPS60143891A (en) * | 1983-12-28 | 1985-07-30 | Hitachi Plant Eng & Constr Co Ltd | Treatment of waste water from stack gas desulfurization |
-
1986
- 1986-08-11 JP JP61186886A patent/JPH0673670B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6342791A (en) | 1988-02-23 |
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