JPS5827682A - Treatment of filthy water using active carbon - Google Patents

Treatment of filthy water using active carbon

Info

Publication number
JPS5827682A
JPS5827682A JP12494081A JP12494081A JPS5827682A JP S5827682 A JPS5827682 A JP S5827682A JP 12494081 A JP12494081 A JP 12494081A JP 12494081 A JP12494081 A JP 12494081A JP S5827682 A JPS5827682 A JP S5827682A
Authority
JP
Japan
Prior art keywords
water
activated carbon
cod
active carbon
bod
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
JP12494081A
Other languages
Japanese (ja)
Inventor
Shinya Kudo
真也 工藤
Toshihisa Kumasaka
熊坂 寿久
Toshiji Takahashi
高橋 利二
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.)
SEIBU SOGO SETSUBI KK
Toyo Sugar Refining Co Ltd
Original Assignee
SEIBU SOGO SETSUBI KK
Toyo Sugar Refining Co 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 SEIBU SOGO SETSUBI KK, Toyo Sugar Refining Co Ltd filed Critical SEIBU SOGO SETSUBI KK
Priority to JP12494081A priority Critical patent/JPS5827682A/en
Publication of JPS5827682A publication Critical patent/JPS5827682A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To efficiently purify water, while making good use of active carbon to absorb COD, by adding the active carbon to water treated in an active sludge process, agitating the treated water while being aerated for a fixed time, coagulation-sedimenting the agitated water, and then discharging the resulting purified water. CONSTITUTION:Raw water of 500ppm BOD and 500ppm COD is introduced into a sedimentation vessel 1, where it is aerated and agitated to perform microbic treatment with active sludge. The purified water of 5ppm BOD and 60ppm COD is introduced into a reaction vessel 2. On the other hand, active carbon which was used during sugar manufacturing is supplied into a cultivation vessel 3, and microbes are cultivated with active sludge under aeration. The regenerated active carbon together with the purified water is introduced into the reaction vessel 2 as shown in the arrow 9. After they are reacted by aeration and agitation, the water is discharged through a coagulating sedimentation vessel 4 as shwon in the arrow 10. This discharged water comes into a state of up to 1ppm BOD and up to 10ppm COD.

Description

【発明の詳細な説明】 この発明は活性炭を浮遊状態で使用し、曝気に工り活性
炭に吸着されたBODを微生物処理することによって活
性炭を賦活させ゛、処理水中に含まれたCODを吸着さ
せ活性炭の有効使用により汚水の処理状態を一層良好に
することを目的とした活性炭を用いた汚水処理方法に関
するものである。
Detailed Description of the Invention This invention uses activated carbon in a suspended state, activates the activated carbon by microbially treating the BOD adsorbed on the activated carbon through aeration, and adsorbs the COD contained in the treated water. The present invention relates to a wastewater treatment method using activated carbon, which aims to improve the treatment status of wastewater by effectively using activated carbon.

従来活性汚泥処理した処理水を更に浄化するには、活性
炭を用いているが、活性炭の購入費が浄化処理背中多大
となりその軽減を望まれている。
Conventionally, activated carbon is used to further purify treated water that has been treated with activated sludge, but the purchase cost of activated carbon increases the cost of purification, and there is a desire to reduce the cost.

然して活性汚泥処理による処理水中のBOD値は比較的
低下しく例えば5ppm以下)ているが、COD値がb
oppm程度ある為に再浄化を行って放流制限値以下(
例えばCOD/θppm以下)にする必要があった。従
って活性汚泥処理の処理水はCOD値を低下させれば残
留汚物量を一応目的値以下に浄化することができるので
ある。
However, the BOD value in treated water by activated sludge treatment is relatively low (for example, 5 ppm or less), but the COD value is b
Since the amount is around oppm, repurification is performed to bring it below the discharge limit value (
For example, COD/θppm or less) was required. Therefore, by reducing the COD value of treated water from activated sludge treatment, the amount of residual filth can be purified to below the target value.

従来方法により使用した活性炭には多量の有機質が吸着
されているので、当該有機質を微生物処理すれば、前記
使用済活性炭を賦活して有効に使用できるものと考えら
れる。
Since a large amount of organic matter is adsorbed on the activated carbon used in the conventional method, it is thought that if the organic matter is treated with microorganisms, the spent activated carbon can be activated and used effectively.

そこでこの発明は使用済活性炭を微生物培養槽に導いて
活性炭に吸着しているBODを処理し、当該部の吸着力
を賦活させた後、微生物処理後の処理水と混合し、又は
新活性炭を浮遊状態で使用し、吸NBODを微生物処理
すれば、前記処理水中のCODを吸着−浄化目的を容易
に達成し得ることになり、使用済活性炭の再利用又は新
活性炭の耐用期間大幅な増大により処理費を大幅に軽減
することに成功したのである。
Therefore, this invention introduces used activated carbon into a microbial culture tank, treats the BOD adsorbed on the activated carbon, activates the adsorption power of the activated carbon, and then mixes it with treated water after microbial treatment, or adds new activated carbon to the activated carbon. If used in a suspended state and the absorbed NBOD is treated with microorganisms, the purpose of adsorption and purification of COD in the treated water can be easily achieved, and by reusing used activated carbon or greatly increasing the service life of new activated carbon. They succeeded in significantly reducing processing costs.

即ちこの発明を第1図について説明すれば、原水を活性
汚泥処理して得た処理水を反応槽に導くと共に、この反
応槽内へ使用済活性炭な微生物処理して賦活させた再生
活性炭を適量送入し、曝気下で一定時間滞留させれば、
再生活性炭の賦活部分に処理水中のCODを吸着し、更
にBODも微生物処理してBODお工びCOD共に減少
さした浄化水を得ることができるのである。上記のよう
に、この発明によれば使用済活性炭を微生物処理して吸
着BOD部分のみを賦活させること、微生物処理を続行
中に再生活性炭の賦活部分へCODを吸着させると共に
、BODも減少させるなど、従来の処理方法にみもれな
い特質を有する。然して使用済活性炭はきわめて廉価に
入手できる為に、汚水浄化に要する費用を激減させると
共に、COD値の低くする浄化効率を向上し得る効果が
ある。
That is, to explain this invention with reference to FIG. 1, treated water obtained by treating raw water with activated sludge is introduced into a reaction tank, and an appropriate amount of recycled activated carbon, which has been activated by microbial treatment such as spent activated carbon, is introduced into the reaction tank. If you introduce it and leave it there for a certain period of time under aeration,
COD in the treated water is adsorbed to the activated part of the regenerated activated carbon, and BOD is also treated with microorganisms, making it possible to obtain purified water in which both BOD and COD are reduced. As described above, according to the present invention, spent activated carbon is treated with microorganisms to activate only the adsorbed BOD portion, and while microbial treatment is continued, COD is adsorbed to the activated portion of regenerated activated carbon and BOD is also reduced. , has characteristics not found in conventional processing methods. However, since used activated carbon can be obtained at a very low price, it has the effect of dramatically reducing the cost required for purifying waste water and improving the purification efficiency by lowering the COD value.

またこの発明は原水を活性汚泥処理して(+81こ処理
水を反応槽に導くと共に、この反応槽内へ新活性炭を投
入し、前記処理水に浮遊させ乍ら吸着処理させると共に
、曝気と攪拌とにエリ前記活性炭に吸着されy、:BO
Dを微生物処理して、該賦活部へCODを吸着させる。
In addition, this invention performs activated sludge treatment on raw water, leads the treated water to a reaction tank, introduces new activated carbon into the reaction tank, suspends it in the treated water and performs an adsorption treatment, and aerates and stirs the activated sludge. y, :BO is adsorbed on the activated carbon.
D is treated with microorganisms to adsorb COD to the activation part.

このようにして活性炭にCOD吸看吸着が飽和するまで
使用すれば、その耐用期間を著しく増大させることがで
きる。従来活性炭は一定の場所に充填され、この中を被
処理水が通過することによって、吸着処理していたので
、活性炭の吸着能力が飽和になるまでを耐用期間とされ
ていたが、前記使用法の工5に浮遊処理と、微生物によ
る賦活を同時進行させることにより、恰も活性炭をCO
D吸着専用に使用したことになり、その耐用期間を著し
く増大(例えばコ倍)したのである。従って活性炭の使
用量を半減し、汚水処理コストを軽減することができた
If the activated carbon is used in this manner until its COD adsorption capacity is saturated, its service life can be significantly increased. Conventionally, activated carbon was filled in a certain place, and the water to be treated passed through it to perform adsorption treatment, and its service life was until the adsorption capacity of activated carbon reached saturation. By simultaneously proceeding with flotation treatment and activation by microorganisms in Step 5, activated carbon can be converted into CO2.
Since it was used exclusively for D adsorption, its service life was significantly increased (for example, by a factor of 2). Therefore, the amount of activated carbon used could be halved and wastewater treatment costs could be reduced.

次にこの発明の実施例について説明する。Next, embodiments of the invention will be described.

実施例1 (第1図) BODsoo、 C0Dsoo ノ原水を矢示6のよう
に沈澱槽/に導き、曝気攪拌して活性汚泥による微生物
処理’ff:0.!;〜?日間行い、処理水(BODj
ppm。
Example 1 (Fig. 1) BODsoo, CODsoo raw water was introduced into a settling tank as shown by arrow 6, aerated and stirred, and subjected to microbial treatment with activated sludge. ! ;~? Treated water (BODj)
ppm.

CODAOppm)を矢示7のように反応槽λに導く(
717日で流入)。一方製糖時に使用した活性炭を培養
槽3に矢示ざのように供給し曝気しっ又、活性汚泥によ
る微生物培養をllI日間行い、この再生活性炭を処理
水と共に前記反応槽コヘ矢示ワのように導き曝気および
攪拌しつ〜/日間反応させ、凝集沈澱槽ダを経て矢示1
0のように放流した所、放流水はBOD/ppm以下、
COD10ppm以下となり高程度の基準値以下となっ
た。図中5はエアポンプである。尚、使用済活性炭は製
糖時の糖液処理の際使用した活性炭に限定されないが、
BODを多量に吸着した活性炭の方がより有効である。
CODAOppm) is guided to the reaction tank λ as shown by arrow 7 (
717 days). On the other hand, the activated carbon used during sugar production is supplied to the culture tank 3 as shown by the arrow, microorganisms are cultured using aeration and activated sludge for 11 days, and the recycled activated carbon is transferred to the reaction tank 3 along with the treated water as shown by the arrow. Aeration and stirring were conducted for ~/days, and the mixture was passed through a flocculation sedimentation tank as shown by the arrow 1.
0, the discharged water is below BOD/ppm,
The COD was 10 ppm or less, which was below the high standard value. 5 in the figure is an air pump. The used activated carbon is not limited to the activated carbon used during sugar solution processing during sugar production, but
Activated carbon that adsorbs a large amount of BOD is more effective.

また一旦賦活した再生活性炭は前記実施例において20
日間使用したが、浄化能力の低下は認められなかった。
In addition, the recycled activated carbon once activated was 20%
Although it was used for several days, no decrease in purification ability was observed.

実施例2 (第2図) BOD60へ C0DSOOの原水を矢示6の工5に沈
澱槽/に導き、曝気攪拌して活性汚泥による微生物処理
な0.!;〜/日間行い、処理水(BOD乙Oppm、
COD40ppm )を矢示7の工うに反応槽コに導く
(lIm′//日で流入)。反応槽コ内には新活性炭o
、lI♂が浮遊状態で入っている。この場合に使用済活
性炭を10%位残留させて微生物を保有しである。この
ように処理水と活性炭とを混合した反応槽コヘエアポン
ブSより空気を供給して曝気すると共に攪拌しつL/日
間反応させ、凝集沈澱槽÷を経て矢示10のように放流
し1こ所、放流水はBOD/ppmす、下、COD#:
lppm以下となり、放流基準値以下となった。前記実
施例は同一活性炭をtIo日間使用したが、放流水のB
ODとcon’z共に基準値以下であった。
Example 2 (Fig. 2) To BOD 60 The raw water of CODSOO is led to the settling tank/in step 5 of arrow 6, aerated and stirred, and subjected to microbial treatment with activated sludge. ! ;~/days, treated water (BOD Oppm,
COD 40 ppm) is introduced into the reaction tank as shown by arrow 7 (inflow at lIm'//day). New activated carbon in the reaction tank
, lI♂ are contained in a floating state. In this case, about 10% of the spent activated carbon remains and retains microorganisms. In this way, the treated water and activated carbon are mixed by supplying air from the reaction tank Cohe Air Pump S to aerate and react for L/day while stirring, and then the mixture is discharged to one place as shown by arrow 10 after passing through the coagulation and sedimentation tank ÷. , Effluent water is BOD/ppm, below, COD#:
It was below lppm, which was below the discharge standard value. In the above example, the same activated carbon was used for tIo days, but B
Both OD and con'z were below standard values.

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

第1図はこの発明の実施例のブロック図、第2図は同じ
く他の実施例のブロック図である。 /・・沈澱槽     コ・・反応槽 3・・培養槽     t・・凝巣沈澱槽第2図 手続補正書(自発) 昭和Sり年 3月37日 特許庁長官 若杉和夫  殿 ■、 事件の表示 昭和先年時 許 願第12ダqtto号2、発明の名称
 活性炭を用いた汚水処理方法3、 補正をする者 事件との関係 特許出願人 名称 西武総合設備株式会社    外7名4、 代 
理 人 (郵便番号160)住所東京都新宿区信濃町2
9番地徳明ビル昭和  年  月  日 6、補正の対象 明細書中特許請求の範囲の欄および発明の詳細な説明の
欄 2 補正の内容 (1)特許請求の範囲は別紙添付の通り(2)明細書/
頁77行目にrBODJとあるを[B()r)という)
と訂正する。 (3)明細書3頁//行目に「減少さした」とあるを「
減少させた」と訂正し、同頁3行目に「量大幅」とある
を「間の大幅」と訂正する。 (り)明細書5頁//行目に「高程度の」とあるを削除
する。 1  特許請求の範囲 / 活性汚泥、浩2による微生物処理を経た処理水に、
活性炭を混入し、所定時間曝気しつ)攪拌してこの活性
炭による吸着と微生物処理とを繰り返した後、沈澱処理
を経て放流することを特徴と1−だ活性炭を用いた汚水
処理方法 λ 活性炭は新しい活性炭又は微生物培養により賦活し
た活性炭とした特許請求の範囲第1項記載の活性炭を用
いた汚水処理方法
FIG. 1 is a block diagram of an embodiment of the invention, and FIG. 2 is a block diagram of another embodiment. /...Sedimentation tank ko...Reaction tank 3...Culture tank t...Coagulant sedimentation tank Diagram 2 procedural amendment (voluntary) March 37, 1927 Mr. Kazuo Wakasugi, Commissioner of the Japan Patent Office ■, Indication of the case Prior to the Showa era Permit No. 12 Daqtto No. 2 Title of the invention Sewage treatment method using activated carbon 3 Relationship to the case of the person making the amendment Name of patent applicant Seibu General Equipment Co., Ltd. and 7 others 4, Representatives
Rito (Postal code 160) Address 2 Shinanomachi, Shinjuku-ku, Tokyo
No. 9 Tokumei Building Showa Month, Day 6, Claims column and Detailed Description of the Invention column 2 in the specification to be amended Contents of the amendment (1) The scope of the claims is as attached in the attached sheet (2) Specification book/
On the 77th line of the page, rBODJ is called [B()r)]
I am corrected. (3) Replacing the phrase “decreased” on page 3 // line of the specification with “
In the third line of the same page, the phrase ``amount significantly'' has been corrected to ``a significant amount.'' (ri) Delete "high degree" on page 5 // line of the specification. 1 Claims/ Activated sludge, treated water that has undergone microbial treatment with Ko2,
Activated carbon is a wastewater treatment method using activated carbon. A sewage treatment method using activated carbon according to claim 1, which is new activated carbon or activated carbon activated by microbial culture.

Claims (1)

【特許請求の範囲】 l 活性汚泥による微生物処理を経た処理水に、活性炭
を混入し、所定時間曝気しつ瓦攪拌して活性炭による吸
着と微生物処理し1こ後、凝集沈澱処理を経て放流する
ことを特徴とした活性炭を用いた汚水処理方法 ユ 活性炭は新しい活性炭又は微生物培養により賦活し
た活性炭とし1こ特許請求の範囲第1項記載の活性炭を
用いた汚水処理方法 3 新しい活性炭使用時には、若干の使用済活性炭を残
留させることを特徴とする特許請求の範囲第1項記載の
活性炭を用いた汚水処理方法
[Scope of Claims] l Activated carbon is mixed into treated water that has undergone microbial treatment using activated sludge, and the water is aerated and stirred for a predetermined period of time to be adsorbed by activated carbon and treated with microorganisms, and then subjected to coagulation and sedimentation treatment before being discharged. Sewage treatment method using activated carbon, characterized in that the activated carbon is fresh activated carbon or activated carbon activated by microbial culture. A sewage treatment method using activated carbon according to claim 1, characterized in that spent activated carbon remains.
JP12494081A 1981-08-10 1981-08-10 Treatment of filthy water using active carbon Pending JPS5827682A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12494081A JPS5827682A (en) 1981-08-10 1981-08-10 Treatment of filthy water using active carbon

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12494081A JPS5827682A (en) 1981-08-10 1981-08-10 Treatment of filthy water using active carbon

Publications (1)

Publication Number Publication Date
JPS5827682A true JPS5827682A (en) 1983-02-18

Family

ID=14897947

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12494081A Pending JPS5827682A (en) 1981-08-10 1981-08-10 Treatment of filthy water using active carbon

Country Status (1)

Country Link
JP (1) JPS5827682A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108751462A (en) * 2018-06-06 2018-11-06 苏州耀水源环境科技有限公司 A kind of countryside simple sewage-treatment plant

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS48102463A (en) * 1972-04-13 1973-12-22
JPS5134876A (en) * 1974-09-18 1976-03-24 Suido Kiko Kk Katsuseitannyoru ryudosetsushokushoriho

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS48102463A (en) * 1972-04-13 1973-12-22
JPS5134876A (en) * 1974-09-18 1976-03-24 Suido Kiko Kk Katsuseitannyoru ryudosetsushokushoriho

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108751462A (en) * 2018-06-06 2018-11-06 苏州耀水源环境科技有限公司 A kind of countryside simple sewage-treatment plant

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