JPH0813355B2 - Reverse osmosis membrane treatment method for organic acid cleaning wastewater - Google Patents

Reverse osmosis membrane treatment method for organic acid cleaning wastewater

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Publication number
JPH0813355B2
JPH0813355B2 JP1294443A JP29444389A JPH0813355B2 JP H0813355 B2 JPH0813355 B2 JP H0813355B2 JP 1294443 A JP1294443 A JP 1294443A JP 29444389 A JP29444389 A JP 29444389A JP H0813355 B2 JPH0813355 B2 JP H0813355B2
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JP
Japan
Prior art keywords
wastewater
reverse osmosis
osmosis membrane
organic acid
water
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.)
Expired - Lifetime
Application number
JP1294443A
Other languages
Japanese (ja)
Other versions
JPH03154687A (en
Inventor
雅宣 竹下
常夫 佐藤
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.)
Tohoku Electric Power Co Inc
Kurita Engineering Co Ltd
Original Assignee
Tohoku Electric Power Co Inc
Kurita Engineering Co Ltd
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Filing date
Publication date
Application filed by Tohoku Electric Power Co Inc, Kurita Engineering Co Ltd filed Critical Tohoku Electric Power Co Inc
Priority to JP1294443A priority Critical patent/JPH0813355B2/en
Publication of JPH03154687A publication Critical patent/JPH03154687A/en
Publication of JPH0813355B2 publication Critical patent/JPH0813355B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は有機酸洗浄排水の逆浸透膜処理法に係り、特
に、ボイラ、熱交換器その他のプラントの金属表面に付
着した酸化物スケール等を有機酸又はその水溶性塩を主
成分とする有機酸洗浄剤で化学洗浄する際に生ずる有機
酸洗浄排水を低コストにて効率的に処理することができ
る有機酸洗浄排水の逆浸透膜処理法に関する。
Description: TECHNICAL FIELD The present invention relates to a method for treating reverse osmosis membrane of organic acid cleaning wastewater, and particularly to oxide scales attached to the metal surface of boilers, heat exchangers and other plants. Reverse osmosis membrane treatment of organic acid cleaning wastewater that can efficiently treat organic acid cleaning wastewater generated when chemically cleaning organic acid or its water-soluble salt with an organic acid cleaning agent that is a main component at low cost Concerning the law.

[従来の技術] ボイラ、熱交換器その他のプラントの金属表面に付着
した酸化物スケール等は、一般に有機酸又はその水溶性
塩を主成分とする有機酸洗浄剤で化学洗浄して除去され
ている。この化学洗浄に用いられる有機酸としてはクエ
ン酸、ヒドロオキシ酢酸、リンゴ酸等のオキシカルボン
酸、ギ酸、シュウ酸、マロン酸等の飽和カルボン酸又は
エチレンジアミン四酢酸(EDTA)等のアミノポリカルボ
ン酸等が利用されている。しかして、有機酸洗浄剤には
このような有機酸の他、還元剤、腐食抑制剤が添加され
ている。
[Prior Art] Oxide scales and the like adhering to metal surfaces of boilers, heat exchangers and other plants are generally removed by chemical cleaning with an organic acid cleaner mainly containing an organic acid or a water-soluble salt thereof. I have. Organic acids used in this chemical cleaning include citric acid, hydroxy acetic acid, malic acid and other oxycarboxylic acids, formic acid, oxalic acid, saturated carboxylic acids such as malonic acid, and aminopolycarboxylic acids such as ethylenediaminetetraacetic acid (EDTA). Is used. In addition to such organic acid, a reducing agent and a corrosion inhibitor are added to the organic acid detergent.

有機酸洗浄によって排出される洗浄排水は、一般に、
酸洗浄液1容量、水洗水4容量、クエン酸、ヒドラジン
を添加した中和防錆液1容量、その他1容量の計7容量
からなっている。なお、中和防錆液中、クエン酸は無添
加の場合もある。このような洗浄排水は有機酸、還元
剤、腐食抑制剤、ヒドラジンに起因するCOD成分及び洗
浄によりスケールから溶出した鉄分を多量に含んでいる
ため、直接放流することはできない。
The cleaning wastewater discharged by organic acid cleaning is generally
It consists of 1 volume of acid washing solution, 4 volumes of washing water, 1 volume of neutralized rust preventive solution to which citric acid and hydrazine are added, and 1 volume of others, for a total of 7 volumes. In some cases, citric acid is not added in the neutralized rust preventive liquid. Such cleaning wastewater cannot be discharged directly because it contains a large amount of organic acids, reducing agents, corrosion inhibitors, COD components derived from hydrazine, and iron eluted from the scale due to cleaning.

そのため、従来は洗浄排水全量を過酸化水素等の酸化
剤により分解処理するか、或いは高COD濃度の酸洗浄液
や初期水洗水の1.5〜2容量を焼却処理し、低COD濃度の
水洗水、中和防錆液、その他の5〜5.5容量を過酸化水
素等の酸化剤により分解処理する分割法にて排水処理が
行なわれている。また、最近になって、処理排水の減容
化を目的として、洗浄排水を逆浸透膜処理して、濃縮液
と透過液とに分離し、濃縮液は焼却処理し、透過液は酸
化剤により分解処理する方法が採用されている(特開昭
63−123491号)。
Therefore, conventionally, the total amount of cleaning wastewater is decomposed with an oxidizing agent such as hydrogen peroxide, or by incineration of 1.5 to 2 volumes of acid cleaning liquid with high COD concentration and initial washing water, washing water with low COD concentration, medium Wastewater treatment is performed by a split method in which 5 to 5.5 volumes of Japanese rust preventive solution and others are decomposed with an oxidizing agent such as hydrogen peroxide. Also, recently, for the purpose of reducing the volume of treated wastewater, the washing wastewater is treated with a reverse osmosis membrane to separate it into a concentrate and a permeate, and the concentrate is incinerated and the permeate is treated with an oxidizing agent. Decomposition method is adopted (see
No. 63-123491).

[発明が解決しようとする課題] 上記分割法や特開昭63−123491号に開示される方法で
は、低COD濃度の水洗水等や逆浸透膜処理の透過液を酸
化剤で化学処理するため薬品コストが嵩み、また、スラ
ッジが発生するためその処理が必要となるという欠点が
ある。即ち、上記従来技術では、いずれの場合も過酸化
水素等の酸化剤、酸化触媒としての鉄塩を使用し最終的
に消石灰、苛性ソーダ等のアルカリ剤で中和するため、
多量の薬品の使用が必要となる。また、水酸化鉄、水酸
化カルシウム等のスラッジを生じるため脱水作業、脱水
ケーキの処理等の処理作業が必要となる。
[Problems to be Solved by the Invention] In the above-mentioned splitting method and the method disclosed in JP-A-63-123491, the permeate of the reverse osmosis membrane treatment or the rinsing water having a low COD concentration is chemically treated with an oxidizing agent. There are disadvantages in that the chemical cost is high and sludge is generated, so that the treatment is required. That is, in the above-mentioned conventional techniques, in any case, an oxidizing agent such as hydrogen peroxide, an iron salt as an oxidation catalyst is used to finally neutralize with slaked lime, an alkaline agent such as caustic soda,
It requires the use of large amounts of chemicals. Further, since sludge such as iron hydroxide and calcium hydroxide is generated, it is necessary to carry out a dehydration work and a dehydration cake treatment.

本発明は上記従来の問題点を解決し、酸化剤等の薬品
を用いることなく、また、スラッジの発生を伴なうこと
のない、安全かつ安価で処理効率の高い有機酸洗浄排水
の逆浸透膜処理法を提供することを目的とする。
The present invention solves the above-mentioned conventional problems, does not use chemicals such as oxidizers, and does not accompany the generation of sludge, is safe, inexpensive, and has high treatment efficiency. An object is to provide a membrane treatment method.

[課題を解決するための手段] 本発明の有機酸洗浄排水の逆浸透膜処理法は、有機酸
洗浄排水を逆浸透膜処理するにあたり、有機酸洗浄排水
を高COD排水と低COD排水とに分別し、高COD排水を第1
の逆浸透膜分離工程で処理して濃縮水と透過水とに分離
し、該透過水を前記低COD排水と混合して第2の逆浸透
膜分離工程で処理することを特徴とする。
[Means for Solving the Problems] The reverse osmosis membrane treatment method for organic acid cleaning wastewater of the present invention, when performing organic acid cleaning wastewater reverse osmosis membrane treatment, transforms the organic acid cleaning wastewater into high COD wastewater and low COD wastewater. Separation and high COD drainage first
In the reverse osmosis membrane separation step, the concentrated water and the permeated water are separated, and the permeated water is mixed with the low COD waste water and treated in the second reverse osmosis membrane separation step.

以下に本発明を図面を参照して詳細に説明する。 Hereinafter, the present invention will be described in detail with reference to the drawings.

第1図は本発明の有機酸洗浄排水の逆浸透膜処理法の
一実施方法を示す系統図である。
FIG. 1 is a system diagram showing one embodiment of a method for treating a reverse osmosis membrane of organic acid washing wastewater of the present invention.

本発明の方法においては、まず、処理する有機酸洗浄
排水をCOD濃度の高い高COD排水とCOD濃度の低い低COD排
水とに分別する。即ち、有機酸洗浄排水には、前述の如
く、洗浄工程、水洗工程等から、様々な水質の排水が各
々の工程に応じた容量で排出される。一般に、有機酸又
はその塩により化学洗浄する際、各工程で排出される排
水の容量及び水質は下記第1表に示す如くである。
In the method of the present invention, first, the organic acid cleaning wastewater to be treated is separated into high COD wastewater having a high COD concentration and low COD wastewater having a low COD concentration. That is, as described above, wastewater of various water qualities is discharged from the washing step, the washing step, and the like in the organic acid washing wastewater in a capacity corresponding to each step. In general, the capacity and quality of wastewater discharged in each step in chemical cleaning with an organic acid or a salt thereof are as shown in Table 1 below.

本発明においてはこのような各工程の排水のうち、例
えばCOD濃度の高い有機酸洗浄工程の排水及び第1回水
洗工程の排水、好ましくは第1回水洗工程の初期排出水
を高COD排水とし、また、比較的COD濃度の低い第2回水
洗工程の排水、中和防錆工程の排水及びその他の排水
(好ましくは更に第1回水洗工程の残部)を低COD排水
として分別して各々処理する。
In the present invention, among the wastewater of each of such processes, for example, the wastewater of the organic acid washing process having a high COD concentration and the wastewater of the first washing process, preferably the initial discharge water of the first washing process is defined as the high COD wastewater. In addition, the wastewater of the second washing step, which has a relatively low COD concentration, the wastewater of the neutralization and rust prevention step, and other wastewater (preferably the rest of the first washing step) are separately treated as low-COD wastewater and treated. .

まず、高COD排水を配管11より排水槽1に導入し、必
要に応じてアルカリ剤を添加してpH調整した後、配管12
より第1のRO装置(逆浸透膜分離装置。以下「RO装置」
と略称する。)2に導入し、逆浸透膜分離処理を行な
う。(以下、このようなRO装置による膜分離処理を逆浸
透膜処理ということがある。)そして、第1のRO装置2
の濃縮水は配管13より抜き出して排水槽1に循環させ
る。なお、この濃縮水は必要に応じて系外に抜き出し、
構外処理(焼却処理)等により処分する。一方、第1の
RO装置2の透過水は配管14より排水槽3へ送給する。
First, high COD wastewater is introduced into the drainage tank 1 through the pipe 11, and if necessary, an alkaline agent is added to adjust the pH.
The first RO device (reverse osmosis membrane separation device; hereinafter referred to as "RO device")
Is abbreviated. ) No. 2 and perform reverse osmosis membrane separation treatment. (Hereinafter, the membrane separation treatment by such an RO device may be referred to as a reverse osmosis membrane treatment.) Then, the first RO device 2
The concentrated water is extracted from the pipe 13 and circulated in the drain tank 1. In addition, if necessary, this concentrated water is extracted from the system,
Dispose by off-site treatment (incineration). On the other hand, the first
The permeated water of the RO device 2 is sent to the drainage tank 3 through the pipe 14.

この第1のRO装置2の型式としては特に制限はなく、
スパイラル型、その他中空糸型、チューブ型等のRO装置
を用いることができる。この第1のRO装置2において、
流入する排水のpHは7前後が最適であるが、pH4〜9の
範囲であれば良い。このpH調整に用いるアルカリ剤とし
ては、苛性ソーダ、アンモニア等を用いることができ
る。また、第1のRO装置2の操作圧力は、使用する逆浸
透膜の種類によっても異なるが、一般には30〜65kg/cm2
の範囲とするのが好ましい。この第1のRO装置2におけ
る第1の逆浸透膜処理により、好ましくはCODを99%以
上分離除去した透過水と、CODが8万mg/程度に濃縮さ
れた濃縮水(酸濃度約14重量%)を得る。なお、濃縮水
の酸濃度は過度に高くなると液浸透圧が高まり、処理水
流量が低下するため14%以下に抑えるのが好ましい。
The type of the first RO device 2 is not particularly limited,
RO devices such as a spiral type, a hollow fiber type, and a tube type can be used. In this first RO device 2,
The pH of the inflowing wastewater is optimally around 7, but it may be in the range of pH 4-9. As the alkaline agent used for adjusting the pH, caustic soda, ammonia or the like can be used. In addition, the operating pressure of the first RO device 2 varies depending on the type of reverse osmosis membrane used, but is generally 30 to 65 kg / cm 2
The range is preferably By the first reverse osmosis membrane treatment in the first RO device 2, the permeated water in which COD is preferably separated and removed by 99% or more and the concentrated water in which the COD is concentrated to about 80,000 mg / (acid concentration about 14% by weight) %). If the acid concentration of the concentrated water becomes excessively high, the osmotic pressure of the liquid increases, and the flow rate of the treated water decreases.

配管14より排水槽3に供給された第1のRO装置2の透
過水は、配管15より供給される低COD排水と混合し、必
要に応じて酸又はアルカリ剤を添加してpH調整た後、配
管16より第2のRO装置4に導入し、第2の逆浸透膜処理
を行なう。そして、第2のRO装置4の濃縮水は配管17よ
り抜き出して排水槽3に循環させる。なお、この濃縮水
は排水槽1に循環しても良い。一方、第2のRO装置4の
透過水は配管18より排水槽5へ送給する。
The permeated water of the first RO device 2 supplied from the pipe 14 to the drainage tank 3 is mixed with the low COD wastewater supplied from the pipe 15, and the pH is adjusted by adding an acid or alkali agent if necessary. Then, it is introduced into the second RO device 4 through the pipe 16, and the second reverse osmosis membrane treatment is performed. Then, the concentrated water of the second RO device 4 is extracted from the pipe 17 and circulated in the drain tank 3. The concentrated water may be circulated in the drainage tank 1. On the other hand, the permeated water of the second RO device 4 is sent to the drain tank 5 through the pipe 18.

この排水槽5に送給された第2のRO装置4の透過水は
COD濃度、酸濃度が十分低く、放流可能であるため、配
管19より放流系へ送給する。なお、この第2のRO装置の
透過水もまた、必要に応じて排水槽1又は3へ循環して
も良い。
The permeated water of the second RO device 4 sent to the drainage tank 5 is
Since COD concentration and acid concentration are sufficiently low and discharge is possible, it is sent to the discharge system through the pipe 19. The permeated water of the second RO device may also be circulated to the drainage tank 1 or 3 if necessary.

この第2のRO装置4の型式としては特に制限はない
が、スパイラル型を用いるのが好ましい。この第2のRO
装置4において、流入する排水のpHは7前後が最適であ
るが、pH4〜9の範囲であれば良い。このpH調整に用い
るアルカリ剤としては苛性ソーダ、アンモニア等を、酸
としては塩酸、硫酸等を用いることができる。また、第
2のRO装置4の操作圧力は、使用する逆浸透膜の種類に
よっても異なるが、一般には30〜50kg/cm2の範囲とする
のが好ましい。この第2のRO装置4における第2の逆浸
透膜処理により、好ましくはCODが更に90%以上分離除
去され、COD濃度10mg/以下とされた透過水と、CODが3
000〜5000mg/程度に濃縮された濃縮水を得る。
The type of the second RO device 4 is not particularly limited, but it is preferable to use the spiral type. This second RO
In the apparatus 4, the pH of the inflowing wastewater is optimally around 7, but it may be in the range of pH 4-9. As the alkaline agent used for the pH adjustment, caustic soda, ammonia, etc. can be used, and as the acid, hydrochloric acid, sulfuric acid, etc. can be used. Although the operating pressure of the second RO device 4 varies depending on the type of reverse osmosis membrane used, it is generally preferable to set it in the range of 30 to 50 kg / cm 2 . By the second reverse osmosis membrane treatment in the second RO device 4, preferably 90% or more of COD is separated and removed, and the permeated water having a COD concentration of 10 mg / or less and COD of 3 or more are removed.
Obtain concentrated water concentrated to about 000-5000 mg /.

なお、第1図に示す例は本発明の一実施例であって、
本発明は何ら図示の方法に限定されるものではない。例
えば、第1のRO装置2又は第2のRO装置4の濃縮水はそ
れぞれ排水槽1又は3等に循環することなく焼却処理し
ても良い。また、RO装置は必ずしも2機用いる必要はな
く、1台のRO装置を用い、高COD排水のRO装置透過水に
低COD排水を混合してさらに逆浸透膜処理するようにし
ても良い。
The example shown in FIG. 1 is an embodiment of the present invention,
The invention is not limited in any way to the illustrated method. For example, the concentrated water of the first RO device 2 or the second RO device 4 may be incinerated without being circulated in the drain tanks 1 or 3, etc., respectively. Further, it is not always necessary to use two RO devices, and one RO device may be used, and low COD wastewater may be mixed with RO device permeated water having high COD wastewater for further reverse osmosis membrane treatment.

「作用」 本発明の有機酸洗浄排水の逆浸透膜処理法では、有機
酸洗浄排水のうち、高COD排水を逆浸透膜処理して濃縮
減容化し、その透過水を低COD排水と共に更に逆浸透膜
処理することにより、薬品を必要とすることなく、ま
た、スラッジの生成を伴なうことなく、有機酸洗浄排水
の全量を放流可能な処理水と別途処理(焼却処理)する
濃縮水とに分離処理することができる。しかも、この逆
浸透膜処理にあたり、有機酸洗浄排水を高COD排水と低C
OD排水とに分別し、高COD排水についてのみ2段逆浸透
膜処理するため、高い処理効率で高水質の処理水を得る
ことが可能とされる。
[Operation] In the reverse osmosis membrane treatment method of the organic acid cleaning wastewater of the present invention, high COD wastewater of the organic acid cleaning wastewater is subjected to reverse osmosis membrane treatment to concentrate and reduce the permeated water to be further reversed together with the low COD wastewater. By the osmotic membrane treatment, treated water that can discharge the entire amount of the organic acid washing wastewater and concentrated water that is separately treated (incineration treatment) without the need for chemicals and without the generation of sludge. Can be processed separately. Moreover, the organic acid cleaning wastewater has high COD wastewater and low C
Since it is separated into OD wastewater and the high-COD wastewater is treated with a two-stage reverse osmosis membrane only, it is possible to obtain high-quality treated water with high treatment efficiency.

[実施例] 以下に実施例を挙げて、本発明をより具体的に説明す
る。なお、以下において、「%」は「重量%」を示す。
EXAMPLES Hereinafter, the present invention will be described more specifically with reference to examples. In addition, below, "%" shows "weight%."

実施例1 クエン酸3%及びヒドロオキシ酢酸3%を主剤とする
酸液でボイラを洗浄した時生ずる有機酸洗浄排水1590m3
中、酸液及び第1回水洗工程の初期排出水442m3を高COD
排水、第1回水洗工程の残部、その他の水洗排水、中和
防錆工程排水、昇温蒸気ドレン水等を低COD排水とし
て、本発明の方法に従って処理した。
Example 1 Organic acid cleaning wastewater generated when a boiler was cleaned with an acid solution containing 3% citric acid and 3% hydroxyacetic acid as main components 1590 m 3
High COD for medium, acid solution and initial effluent 442m 3 of the first washing process
Wastewater, the rest of the first washing step, other washing water, neutralization and rust prevention step wastewater, heated steam drain water, etc. were treated as low COD wastewater according to the method of the present invention.

まず、高COD排水は第1の逆浸透膜処理より透過水342
m3と濃縮水100m3(濃縮倍数4.4)とに分離した。
First, the high COD wastewater is 342 permeated from the first reverse osmosis membrane treatment.
It was separated into m 3 and concentrated water 100 m 3 (concentration factor 4.4).

次いで、得られた透過水及び低COD排水1490m3を十分
に空気撹拌した後、その0.89m3について逆浸透膜処理
(第2の逆浸透膜処理)し、透過水869と濃縮水21
(濃縮倍数42)とに分離した。この値を基に、1490m3
量を逆浸透膜処理した場合の水収支を求めたところ、有
機酸洗浄排水は放流可能な水92%と構外処理する濃縮水
8%とに分離処理されたことが確認された。
Subsequently, the permeate and the low COD wastewater 1490M 3 obtained was thoroughly stirred air, and reverse osmosis membrane treatment (second reverse osmosis membrane treatment) for the 0.89 m 3, the permeate 869 concentrated water 21
(Concentration factor 42). Based on this value, the water balance was calculated when the total amount of 1490 m 3 was subjected to reverse osmosis membrane treatment, and it was found that the organic acid cleaning wastewater was separated into 92% of water that could be discharged and 8% of concentrated water that was treated off-site. Was confirmed.

なお、各逆浸透膜処理の原水、処理水(透過水)及び
濃縮水の水質は第2表に示す通りであった。
The quality of the raw water, treated water (permeate) and concentrated water of each reverse osmosis membrane treatment was as shown in Table 2.

第2表より、本発明の方法によれば、COD以外に、BOD
やT−N、Feも除去され、高水質の処理水が得られるこ
とが明らかである。
From Table 2, according to the method of the present invention, in addition to COD, BOD
It is clear that TN, Fe and TN are also removed, and treated water of high quality is obtained.

また、従来実施している全量薬品法(過酸化水素によ
るCOD分解処理及びスタッジ脱水処理)又は特開昭63−1
23491号に開示される1段逆浸透膜処理法(高COD排水は
逆浸透膜処理し濃縮水は構外焼却処理、透過水及びその
他低COD排水は過酸化水素によるCOD分解処理及びスラッ
ジ脱水処理)と本発明による2段逆浸透膜処理法とにつ
いてコスト、工期を比較した結果、第3表に示す如く、
本発明の方法によれば、コスト、工期は大幅に低減され
ることが認められた。
In addition, the conventional chemical method (COD decomposition treatment with hydrogen peroxide and studder dehydration treatment) which has been conventionally carried out, or JP-A-63-1
One-stage reverse osmosis membrane treatment method disclosed in No. 23491 (high COD wastewater is treated by reverse osmosis membrane, concentrated water is treated by external incineration, permeated water and other low COD wastewater is treated by hydrogen peroxide for COD decomposition treatment and sludge dewatering treatment) And the two-stage reverse osmosis membrane treatment method according to the present invention, as a result of comparison of cost and construction period, as shown in Table 3,
According to the method of the present invention, it was confirmed that the cost and the construction period were significantly reduced.

[発明の効果] 以上詳述した通り、本発明の有機酸洗浄排水の逆浸透
膜処理法によれば、有機酸洗浄排水の逆浸透膜による濃
縮及びCOD等の除去を適用した2段逆浸透膜処理法によ
り、有機酸洗浄排水の全量を放流可能な高水質の処理水
と構外処理(焼却)する濃縮水とに効率的に分離処理す
ることができる。しかして、本発明では、従来法のよう
に酸化剤等の薬品を必要とすることなく、また、水酸化
鉄の析出がないためスタッジ処理も不要とされる。この
ため、処理コストの低減及び工期の短縮を図ることが可
能とされる。
[Effects of the Invention] As described in detail above, according to the method for treating reverse osmosis membrane of organic acid cleaning wastewater of the present invention, two-stage reverse osmosis is applied in which concentration of organic acid cleaning wastewater by reverse osmosis membrane and removal of COD and the like are applied. By the membrane treatment method, it is possible to efficiently separate the entire amount of the organic acid washing wastewater into high-quality treated water that can be discharged and concentrated water that undergoes off-site treatment (incineration). Thus, in the present invention, chemicals such as an oxidizing agent are not required unlike the conventional method, and since there is no precipitation of iron hydroxide, the studging process is also unnecessary. Therefore, it is possible to reduce the processing cost and the construction period.

【図面の簡単な説明】[Brief description of drawings]

第1図は本発明の有機酸洗浄排水の逆浸透膜処理法の一
実施方法を示す系統図である。 1,3,5……排水槽、 2……第1のRO装置、 4……第2のRO装置。
FIG. 1 is a system diagram showing one embodiment of a method for treating a reverse osmosis membrane of organic acid washing wastewater of the present invention. 1,3,5 ... Drainage tank, 2 ... First RO device, 4 ... Second RO device.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】有機酸洗浄排水を逆浸透膜処理するにあた
り、有機酸洗浄排水を高COD排水と低COD排水とに分別
し、高COD排水を第1の逆浸透膜分離工程で処理して濃
縮水と透過水とに分離し、該透過水を前記低COD排水と
混合して第2の逆浸透膜分離工程で処理することを特徴
とする有機酸洗浄排水の逆浸透膜処理法。
1. When treating organic acid washing wastewater with a reverse osmosis membrane, the organic acid washing wastewater is separated into high COD wastewater and low COD wastewater, and the high COD wastewater is treated in the first reverse osmosis membrane separation step. A method for reverse osmosis membrane treatment of organic acid-washed waste water, comprising separating concentrated water and permeated water, mixing the permeated water with the low COD waste water, and treating the mixture in the second reverse osmosis membrane separation step.
JP1294443A 1989-11-13 1989-11-13 Reverse osmosis membrane treatment method for organic acid cleaning wastewater Expired - Lifetime JPH0813355B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1294443A JPH0813355B2 (en) 1989-11-13 1989-11-13 Reverse osmosis membrane treatment method for organic acid cleaning wastewater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1294443A JPH0813355B2 (en) 1989-11-13 1989-11-13 Reverse osmosis membrane treatment method for organic acid cleaning wastewater

Publications (2)

Publication Number Publication Date
JPH03154687A JPH03154687A (en) 1991-07-02
JPH0813355B2 true JPH0813355B2 (en) 1996-02-14

Family

ID=17807843

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1294443A Expired - Lifetime JPH0813355B2 (en) 1989-11-13 1989-11-13 Reverse osmosis membrane treatment method for organic acid cleaning wastewater

Country Status (1)

Country Link
JP (1) JPH0813355B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102196856B (en) * 2009-02-25 2016-05-11 科学与工业研究委员会 For the film based on polybenzimidazoles of depickling

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0724827B2 (en) * 1986-11-13 1995-03-22 荏原工業洗浄株式会社 Chemical cleaning waste liquid treatment method
JPS63118996U (en) * 1987-01-28 1988-08-01

Also Published As

Publication number Publication date
JPH03154687A (en) 1991-07-02

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