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JPS6257400B2 - - Google Patents
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JPS6257400B2 - - Google Patents

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Publication number
JPS6257400B2
JPS6257400B2 JP55017153A JP1715380A JPS6257400B2 JP S6257400 B2 JPS6257400 B2 JP S6257400B2 JP 55017153 A JP55017153 A JP 55017153A JP 1715380 A JP1715380 A JP 1715380A JP S6257400 B2 JPS6257400 B2 JP S6257400B2
Authority
JP
Japan
Prior art keywords
water
cod
wastewater
treatment
treated
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
Application number
JP55017153A
Other languages
Japanese (ja)
Other versions
JPS56113392A (en
Inventor
Terunori Ozawa
Kenji Kato
Asao Horiuchi
Takao Tanihara
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.)
Nippon Steel Corp
Original Assignee
Nippon Steel Corp
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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP1715380A priority Critical patent/JPS56113392A/en
Publication of JPS56113392A publication Critical patent/JPS56113392A/en
Publication of JPS6257400B2 publication Critical patent/JPS6257400B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Biological Treatment Of Waste Water (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Physical Water Treatments (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

本発明は、例えば薄鋼板の冷間圧延工場等より
排出される例えば界面活性剤、乳化剤等が溶け込
んだ含油排水を浄化し、良質な処理水を得るため
の有用な処理方法に関するものである。以下本発
明を主として冷延ソリブル油含有排水の処理例に
ついて述べる。 従来、冷延工場から排出されるソリブル油排水
については、金属酸性塩(塩化アルミニウム、硫
酸アルミニウム、塩化第二鉄、硫酸第二鉄等)を
凝集剤として添加し、苛性ソーダ等の中和剤を注
入して中性PH領域で凝集分離を行い処理する方法
が広く採用されているが、工場から排出される排
水中には、各種界面活性剤および極圧添加剤等が
含まれているため、処理水の油分(n−ヘキサン
抽出物質)は低値(10ppm以下)を示すもの
の、CODとししては高値(百数+ppm〜数+
ppm)を示す場合が多い。近年、環境規制の強
化(閉鎖水域への総量規制の導入等)に伴い、各
種排水のCOD低減対策が鋭意検討されている
が、上記含油排水のCOD除去法としては、処理
効果および処理コストの面で適切な処理方法がな
く、新処理法の開発が望まれているのが現状であ
る。また、上記ソリブル油排水のCOD低減対策
の1方法として、排水中の親水性有機物質の除去
のため、生物処理の適用が検討されて来たが、鉱
物油、動植物油、界面活性剤等の生物代謝阻害物
質のため、処理が非常に困難となつているのがわ
かるのが現状である。 一般に、冷間圧延工程から排出されるソリブル
油排水は鋼板を圧延する際に発生する熱の吸収、
ロールへの焼付防止および圧延圧力を低下させる
等の目的で使用された含油排水であり、通常は油
として乳化ソリブル油を使用する。 乳化ソリブル油は、鉱油、牛脂、パーム油脂等
の1種あるいは数種混合したものを主剤に、各種
界面活性剤を含有している。界面活性剤には、ア
ニオン系で脂肪酸ソーダ塩、高級アルコールある
いは脂肪酸のスルホン酸塩、アルキルサルフエー
トソーダ塩、ノニオン形でソルビタンモノアルキ
ルエーテル、アルキルエトキシレート、グリコー
ルエーテル、カチオン系で脂肪酸アミン、高級ア
ミン、第4級アンモニウム塩等が含まれている。
さらに、減圧添加剤として、塩素化パラフイン、
酸化防止剤としてナフチル化合物を含有する場合
がある。このように、ソリブル油の組成は複雑で
あり、その排水は有機物濃度が高い。このような
排水を、従来の凝集分離法で処理した場合、処理
水のCOD値を低値(30ppm〜50ppm以下)に保
つのは不可能である。 また、このソリブル油排水中の親水性有機物質
の除去のため、生物学的処理法の適用が検討され
てきたが、排水中の生物代謝阻害物質のため、処
理が困難となつているのが現状である。 かかる状況下において、本発明者等は鋭意研究
を重ねた結果、例えば冷延ソリブル油排水中の生
物代謝阻害物質を弱アルカリ性で効率的に凝集浮
上除去しこの処理水を生物膜固定法による生物学
的処理に附する方法を見出し本発明を完成したも
のである。 即ち本発明は被処理水に凝集剤ならびにPH調整
剤を添加して前記被処理水のPHを弱アルカリ性域
に調整し、該被処理水中の生物代謝阻害物質を凝
集分離したのち前記凝集処理工程を経た被処理水
を該凝集処理工程の下流域に直列2段配置せしめ
た生物膜固定法による生物処理工程を順次経由さ
せて処理することを特徴とする含油排水の処理方
法であつて、その目的は冷延ソリブル油排水の
CODを低コストでしかも安定して処理すること
ができる含油排水の処理方法を提供するにある。 本発明の好ましい実施型を詳述すれば、まず冷
延ソリブル油排水を凝集処理するため、金属酸性
塩を添加すると共に、消石灰を加えPHを8〜10の
弱アルカリ性、好ましくはPH1〜9の範囲に調整
することにより、排水中の鉱油、油脂、界面活性
剤等は、金属水酸化物フロツクと共に安定して析
出する。金属酸性塩の添加と共に消石灰を加える
ことにより、凝集性がいかなる機構で発揮される
かは明らかではないが、消石灰の添加により、乳
濁粒子の電荷が中和され、凝集しやすくなるかあ
るいは界面活性剤親水基がカルシウム置換され、
疎水性が増大して凝集し易くなるものと推定され
る。 析出したフロツクは、沈澱、浮上などの分離手
段により除去するが、本発明においては、高分子
凝集剤を添加して凝集加圧浮上法にて分離除去す
るものである。 得られた処理水は、次の生物処理工程に送られ
るが、鉱油、油脂等の生物代謝阻害物質は除去さ
れ、また生物処理工程での泡沫汚染あるいは、泡
による浮遊物質の流出を誘発する界面活性剤も除
去されると共に、有機物汚濁負荷量は大巾に減少
し、排水中のCODは低下しているが、低級脂肪
酸、アルコール類、グリコールエーテル等の生物
分解性物質を含有しているため、高度処理として
生物学的処理を行う。 通常、生物学的処理法としては、活性汚泥法等
の流動層方式が用いられるが、冷延ソリブル油排
水中に含まれる有機物質は、その基質上の特性か
ら出現する微生物相は、スフエロチルスに代表さ
れる糸状性細菌が主体となるため、活性汚泥法で
はバルキングを起し処理困難となるため、生物膜
固定法による生物処理法(固定床生物処理法)つ
まり、散水床法、接触酸化法、回転円盤法が有
利である。 また、冷延ソリブル油排水中には、生物処理に
必要な窒素および燐が不足しており、特に燐は前
段の凝集処理によつてほとんど除去されているた
めBOD:N:P=100:5:1となる様に補給す
る必要がある。 生物膜固定法による生物処理は、冷延ソリブル
油排水のCODが (イ) 排水基質中に生物易分解性の脂肪酸、アルコ
ール類と、生物難分解性のカチオン界面活性
剤、アルキルエトキシレート等を含むこと。 (ロ) 冷延工場各ラインの稼働状況が一定でない。 等により、大巾に変動するめ、凝集処理水の
CODも変動し、生物処理一段では必ずしも処理
効果は満足されない。 本発明によると、冷延ソリブル油排水の生物処
理において、生物膜固定法による生物処理を直列
に2段接続し、2段のトータルCOD面積負荷1
g・CCD/m2・日〜10g・COD/m2・日の範囲
で処理することにより、原水変動の影響を完全に
吸収し、処理水のCODを低下させ得ることが判
明した。またCOD面積の負荷をこの範囲に保て
ば、生物膜より剥離、脱落する汚泥の沈降性は著
しく良好である。 かくして得られた生物処理水は、微生物分解の
過程で発生する炭酸ガスのため、Ca2+イオンは
炭酸カルシウムに変化し、また生成するNH3−N
のため、処理水のPHは7〜8付近で緩衝性を有す
る。従つて、処理水の再中和は不要である。 以上の如く、冷延ソリブル油排水の高度処理に
おいて、前処理として凝集浮上処理を行い、しか
る後、生物膜固定法による生物処理を組合せる本
プロセスは、互いに処理効果を補完しており、本
処理方式は実用上、極めて優れたもである。 第4図は本発明の実施に供される装置の一例を
示すもので1は凝集加圧浮上槽を示し、2は凝集
槽、3は加圧槽、4は分離槽であり、5はスカム
ピツト、6はスカムスキマーである。又7は調整
槽を示し、生物処理工程の中で8は第1段目の散
水床、9は第2段目の接触酸化槽を示す。なお
10は沈澱槽である。またAは冷延ソリブル油排
水、Bは加圧水、Cは空気、Dは処理水を示す。 このような装置を用いて行なつた以下に示す本
発明の実施例において第1図は実施例1の結果を
示し、第2図、第3図は実施例3における結果を
示す。 実施例 1 冷延ソリブル油排水(PH6.3、COD363ppm、
油分660ppm)にポリ塩化アルミニウム800ppm
添加すると同時に消灰石にてPH7、8、9、10に
変化させて凝集し、アニオン系高分子凝集剤ハイ
モロツクOK−307(商品名)を加え、5Kg/cm2
の空気溶解圧力水を25%加えて、加圧浮上分離を
行つたところ、第1図に示すような結果が得られ
た。 すなわち、CDO、濁度ともにPHが8〜10の範
囲が良く、PH10以上では後段の生成処理の過程で
再中和を要するため好しくはない。 実施例 2 実施例1と同一の冷延ソリブル油排水にポリ塩
化アルミニウムを800ppm添加すると同時に消石
灰を添加してPH9.7に調整した後、アニオン系高
分子凝集剤1ppmを加えて生じたフロツクを分離
した清澄液について、凝集加圧浮上処理水(PH
9.8、油分3ppm、COD97ppm、BOD250ppm)に
馴養した散水床と接触酸化による固定床2段処
理を表−1の条件で実施したところ、表−2の処
理効果を得た。すなわちBOD、COD等の酸素消
費ポテンシヤルは大巾に低下し、PHは放流水質を
満足する。
The present invention relates to a useful treatment method for purifying oil-containing wastewater in which surfactants, emulsifiers, etc. are dissolved, which is discharged from, for example, a cold rolling mill for thin steel sheets, and obtaining high-quality treated water. The present invention will be mainly described below with reference to examples of treatment of cold-rolled soluble oil-containing wastewater. Conventionally, for soluble oil wastewater discharged from cold rolling mills, metal acid salts (aluminum chloride, aluminum sulfate, ferric chloride, ferric sulfate, etc.) are added as flocculants, and neutralizing agents such as caustic soda are added. The method of injecting wastewater and coagulating and separating it in a neutral pH range is widely used, but the wastewater discharged from factories contains various surfactants and extreme pressure additives, etc. Although the oil content (n-hexane extracted material) of the treated water shows a low value (10 ppm or less), the COD value is high (100 + ppm to several +
ppm). In recent years, with the strengthening of environmental regulations (such as the introduction of total volume regulations in closed water bodies), measures to reduce COD in various types of wastewater have been intensively studied. Currently, there is no suitable treatment method for this, and the development of a new treatment method is desired. In addition, as a method for reducing COD in the above-mentioned soluble oil wastewater, the application of biological treatment has been considered to remove hydrophilic organic substances in the wastewater. The current situation is that it is extremely difficult to treat because it is a substance that inhibits biological metabolism. In general, soluble oil wastewater discharged from the cold rolling process absorbs heat generated when rolling steel plates, and
It is oil-containing wastewater used for the purpose of preventing seizure of rolls and reducing rolling pressure, and emulsified soluble oil is usually used as the oil. Emulsified soluble oil contains various surfactants, with the main ingredient being one or a mixture of mineral oil, beef tallow, palm oil, and the like. Surfactants include anionic fatty acid soda salts, higher alcohols or fatty acid sulfonates, and alkyl sulfate soda salts, nonionic surfactants such as sorbitan monoalkyl ethers, alkyl ethoxylates, and glycol ethers, and cationic surfactants such as fatty acid amines and high-grade surfactants. Contains amines, quaternary ammonium salts, etc.
In addition, as a vacuum additive, chlorinated paraffin,
It may contain a naphthyl compound as an antioxidant. Thus, the composition of soluble oil is complex, and its wastewater has a high concentration of organic matter. When such wastewater is treated using the conventional coagulation separation method, it is impossible to maintain the COD value of the treated water at a low value (below 30 ppm to 50 ppm). In addition, the application of biological treatment methods has been considered to remove hydrophilic organic substances from this soluble oil wastewater, but treatment is difficult due to the presence of biological metabolism inhibitors in the wastewater. This is the current situation. Under such circumstances, the inventors of the present invention have conducted extensive research, and have found that, for example, biological metabolism inhibitors in cold-rolled soluble oil wastewater can be efficiently coagulated and floated away using weak alkalinity, and that this treated water can be used for biofilm fixation using biofilm fixation methods. The present invention was completed by discovering a method for scientific treatment. That is, the present invention adds a flocculant and a PH regulator to the water to be treated to adjust the pH of the water to a weak alkaline range, flocculates and separates biological metabolism inhibitors in the water, and then performs the flocculation treatment step. A method for treating oil-containing wastewater, characterized in that the water to be treated is sequentially treated through a biological treatment process using a biofilm fixation method, which is arranged in two stages in series downstream of the coagulation treatment process, The purpose is to drain cold-rolled soluble oil.
To provide a method for treating oil-containing wastewater that can treat COD stably at low cost. To explain in detail a preferred embodiment of the present invention, first, in order to coagulate cold-rolled soluble oil wastewater, a metal acid salt is added and slaked lime is added to make the pH slightly alkaline at 8 to 10, preferably 1 to 9. By adjusting the concentration within this range, mineral oil, fat, surfactant, etc. in the waste water can be stably precipitated together with metal hydroxide flocs. It is not clear how the addition of slaked lime along with the addition of metal acid salts produces cohesive properties, but the addition of slaked lime neutralizes the electric charge of the emulsion particles, making them more likely to coagulate, or the interface The activator hydrophilic group is substituted with calcium,
It is presumed that hydrophobicity increases and aggregation becomes easier. The precipitated flocs are removed by separation means such as sedimentation or flotation, but in the present invention, a polymer flocculant is added and the flocs are separated and removed by a flocculation pressure flotation method. The obtained treated water is sent to the next biological treatment process, but biological metabolism inhibitors such as mineral oil and fats and oils are removed, and foam contamination in the biological treatment process or interfaces that cause suspended solids to flow out due to foam are removed. As the activator is removed, the amount of organic pollution load is greatly reduced, and the COD in the wastewater is lower, but this is because the wastewater contains biodegradable substances such as lower fatty acids, alcohols, and glycol ethers. , Biological treatment is performed as an advanced treatment. Usually, a fluidized bed method such as an activated sludge method is used as a biological treatment method, but due to the characteristics of the organic substances contained in the cold-rolled soluble oil wastewater, the microorganisms that appear on the substrate are susceptible to Sphaerocilus. Since filamentous bacteria are the main components, the activated sludge method causes bulking and is difficult to treat. Therefore, biological treatment using biofilm fixation (fixed bed biological treatment), i.e., sprinkled bed method, catalytic oxidation method, etc. , the rotating disk method is advantageous. In addition, cold-rolled soluble oil wastewater lacks nitrogen and phosphorus necessary for biological treatment, and in particular, phosphorus is almost completely removed by the previous coagulation treatment, so BOD:N:P=100:5 : It is necessary to supply so that it becomes 1. Biological treatment using the biofilm fixation method can reduce the COD of cold-rolled soluble oil wastewater by: to include. (b) The operating status of each line in the cold rolling mill is inconsistent. Due to factors such as this, the amount of coagulated water fluctuates widely.
COD also fluctuates, and single-stage biological treatment does not necessarily provide a satisfactory treatment effect. According to the present invention, in the biological treatment of cold-rolled soluble oil wastewater, two stages of biological treatment using the biofilm fixation method are connected in series, and the total COD area load of the two stages is 1.
It has been found that by treating in the range of g·CCD/m 2 ·day to 10 g·COD/m 2 ·day, the effects of fluctuations in raw water can be completely absorbed and the COD of the treated water can be reduced. Furthermore, if the COD area load is maintained within this range, the sedimentation properties of the sludge that separates and falls off the biofilm are extremely good. In the biologically treated water obtained in this way, Ca 2+ ions are converted to calcium carbonate due to carbon dioxide gas generated during the process of microbial decomposition, and NH 3 −N is generated.
Therefore, the pH of the treated water is around 7 to 8 and has buffering properties. Therefore, re-neutralization of the treated water is not necessary. As mentioned above, in the advanced treatment of cold-rolled soluble oil wastewater, this process, in which coagulation flotation treatment is performed as a pretreatment, and then biological treatment using a biofilm fixation method is combined, has mutually complementary treatment effects. The processing method is extremely excellent in practical terms. FIG. 4 shows an example of the apparatus used for carrying out the present invention, in which 1 is a coagulation and pressurized flotation tank, 2 is a coagulation tank, 3 is a pressurization tank, 4 is a separation tank, and 5 is a scum pit. , 6 is a scum skimmer. In addition, 7 indicates an adjustment tank, 8 indicates a first-stage watering bed, and 9 indicates a second-stage catalytic oxidation tank in the biological treatment process. Note that 10 is a settling tank. Further, A indicates cold-rolled soluble oil wastewater, B indicates pressurized water, C indicates air, and D indicates treated water. In the following examples of the present invention carried out using such an apparatus, FIG. 1 shows the results of Example 1, and FIGS. 2 and 3 show the results of Example 3. Example 1 Cold-rolled soluble oil wastewater (PH6.3, COD363ppm,
Oil content: 660ppm) and polyaluminum chloride: 800ppm
At the same time as addition, the pH was changed to 7, 8, 9, and 10 using slaked limestone to coagulate, and anionic polymer flocculant Himoroku OK-307 (trade name) was added to the mixture to produce 5 kg/cm 2
When 25% of air-dissolved pressure water was added to carry out pressurized flotation separation, the results shown in Figure 1 were obtained. That is, it is preferable for both CDO and turbidity to have a pH in the range of 8 to 10, and a pH of 10 or higher is not preferable because re-neutralization is required in the subsequent production process. Example 2 800 ppm of polyaluminum chloride was added to the same cold-rolled soluble oil wastewater as in Example 1, slaked lime was added at the same time to adjust the pH to 9.7, and then 1 ppm of an anionic polymer flocculant was added to remove the resulting flocs. The separated clear liquid is subjected to coagulation and pressure flotation treated water (PH
When a two-stage fixed bed treatment using a sprinkled bed and a catalytic oxidation bed acclimated to 9.8, 3 ppm oil, 97 ppm COD, and 250 ppm BOD was carried out under the conditions shown in Table 1, the treatment effects shown in Table 2 were obtained. In other words, the oxygen consumption potential such as BOD and COD is significantly reduced, and the PH satisfies the quality of the effluent water.

【表】【table】

【表】 実施例 3 冷延ソリブル油排水の凝集加圧浮上処理水を前
記、実施例2と同一の馴養をして、散水床と接
触酸化による固定床2段処理を、トータルCOD
面積付荷1〜10gCOD/m2・日(第1段COD面
積負荷0.5〜8gCOD/m2・日、第2段COD面積
負荷0.5〜2gCOD/m2・日)で生物処理を行つ
たところ、第2図に示すような結果が得られた。
すなわち、トータルCOD面積負荷1〜10g
COD/m2・日の範囲でも、原水のCOD変動につ
れて第1段目処理水は明瞭に変動する傾向を示す
が、第2段目処理水では非常に安定した処理効果
を示す。さらに、1段目の生物膜を強制剥離した
場合の剥離生物(SS2690ppm)の回分濃縮曲線
を第3図Aに示した。すなわち、静置30分後の濃
縮汚泥濃度は、15000ppmになり、同時に運転し
た活性汚汚泥処理(SS負荷0.2Kg−COD/Kg−SS
日)の汚泥(MLSS2500ppm)の濃縮曲線第3図
Bより著しく沈降性が良好である。
[Table] Example 3 The coagulation and pressurized flotation treated water of cold-rolled soluble oil waste water was acclimatized in the same manner as in Example 2, and the two-stage fixed bed treatment using sprinkled bed and catalytic oxidation was performed to obtain the total COD.
When biological treatment was performed with an area loading of 1 to 10 g COD/m 2 · day (first stage COD area loading 0.5 to 8 g COD/m 2 · day, second stage COD area loading 0.5 to 2 g COD/m 2 · day), The results shown in FIG. 2 were obtained.
i.e. total COD area load 1-10g
Even within the range of COD/m 2 ·day, the first-stage treated water shows a clear tendency to fluctuate as the COD of the raw water changes, but the second-stage treated water shows a very stable treatment effect. Furthermore, the batch concentration curve of detached organisms (SS 2690 ppm) when the first stage biofilm was forcibly detached is shown in FIG. 3A. In other words, the concentrated sludge concentration after 30 minutes of standing was 15,000 ppm, and the activated sludge treatment (SS load 0.2 Kg-COD/Kg-SS) operated at the same time.
The sedimentation property is significantly better than the concentration curve of Fig. 3B of the sludge (MLSS 2500ppm) (Japan).

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

図面は本発明の実施の1例を示すもので第1図
は凝集PHとCOD(ppm)との関係を示すグラ
フ、第2図は時間(日)とCOD(ppm)との関
係を示すグラフ、第3図は時間(分)と界面高さ
(cm)との関係を示すグラフ、第4図は使用装置
例を示す略線図である。 1……凝集加圧浮上槽、2……凝集槽、3……
加圧槽、4……分離槽、5……スカムピツト、6
……スカムスキマー、7……調整槽、8……散水
床、9……接触酸化槽、10……沈澱槽、A…
…冷延ソリブル油排水、B……加圧水、C……空
気、D……処理水。
The drawings show an example of the implementation of the present invention. Figure 1 is a graph showing the relationship between agglomerated PH and COD (ppm), and Figure 2 is a graph showing the relationship between time (days) and COD (ppm). , FIG. 3 is a graph showing the relationship between time (minutes) and interface height (cm), and FIG. 4 is a schematic diagram showing an example of the device used. 1... Coagulation pressurized flotation tank, 2... Coagulation tank, 3...
Pressurized tank, 4... Separation tank, 5... Scum pit, 6
... Scum skimmer, 7 ... Adjustment tank, 8 ... Sprinkling bed, 9 ... Contact oxidation tank, 10 ... Sedimentation tank, A ...
...Cold-rolled soluble oil wastewater, B...pressurized water, C...air, D...treated water.

Claims (1)

【特許請求の範囲】[Claims] 1 被処理水に凝集剤ならびにPH調整剤を添加し
て前記被処理水のPHを弱アルカリ性域に調整し、
該被処理水中の生物代謝阻害物質を凝集浮上させ
たのち、前記凝集処理工程を経た被処理水を該凝
集処理工程の下流域に直列2段配置せしめた生物
膜固定法による生物処理工程を順次経由させて処
理することを特徴とする含油排水の処理方法。
1 Adding a flocculant and a PH adjuster to the water to be treated to adjust the PH of the water to be treated to a weak alkaline range,
After the biological metabolism inhibiting substances in the water to be treated are flocculated and floated, the water to be treated that has undergone the flocculation treatment process is sequentially subjected to a biological treatment process using a biofilm fixation method in which two stages are arranged in series in the downstream area of the flocculation treatment process. A method for treating oil-containing wastewater, which is characterized by treating oil-containing wastewater through the process.
JP1715380A 1980-02-14 1980-02-14 Disposal of oil-containing waste water Granted JPS56113392A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1715380A JPS56113392A (en) 1980-02-14 1980-02-14 Disposal of oil-containing waste water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1715380A JPS56113392A (en) 1980-02-14 1980-02-14 Disposal of oil-containing waste water

Publications (2)

Publication Number Publication Date
JPS56113392A JPS56113392A (en) 1981-09-07
JPS6257400B2 true JPS6257400B2 (en) 1987-12-01

Family

ID=11936029

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1715380A Granted JPS56113392A (en) 1980-02-14 1980-02-14 Disposal of oil-containing waste water

Country Status (1)

Country Link
JP (1) JPS56113392A (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03181395A (en) * 1989-12-12 1991-08-07 Shin Etsu Handotai Co Ltd Purifying treatment for waste liquid of water-soluble cutting oil
CN100441527C (en) * 2006-03-31 2008-12-10 王涛 Treatment of acid wastewater in cold rolling neutralizing station
JP5270247B2 (en) * 2008-07-30 2013-08-21 日本建鐵環境エンジニアリング株式会社 Wastewater treatment facility at food processing plant
CN101456646B (en) 2008-10-24 2012-05-23 麦王环保工程技术(上海)有限公司 Cold rolling leveling liquid wastewater treatment device and treatment method thereof
CN104108829A (en) * 2014-07-02 2014-10-22 江苏中金环保科技有限公司 Treating system for cold rolling waste water
CN105948414B (en) * 2016-06-30 2019-09-27 浙江环耀环境建设有限公司 A kind of emulsifying liquid waste water processing system and its treatment process

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4874057A (en) * 1972-01-08 1973-10-05
JPS51127572A (en) * 1975-04-25 1976-11-06 Aisin Seiki Co Ltd Apparatus for biological oxidation of waste water
JPS52100743A (en) * 1976-02-18 1977-08-24 Toa Giken Kk Method of and apparatus for treating waste water

Also Published As

Publication number Publication date
JPS56113392A (en) 1981-09-07

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