JP2003024999A - Sludge treatment method - Google Patents
Sludge treatment methodInfo
- Publication number
- JP2003024999A JP2003024999A JP2001215225A JP2001215225A JP2003024999A JP 2003024999 A JP2003024999 A JP 2003024999A JP 2001215225 A JP2001215225 A JP 2001215225A JP 2001215225 A JP2001215225 A JP 2001215225A JP 2003024999 A JP2003024999 A JP 2003024999A
- Authority
- JP
- Japan
- Prior art keywords
- sludge
- acid
- treatment
- solubilization
- reaction tank
- 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
Links
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Activated Sludge Processes (AREA)
- Treatment Of Sludge (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、汚水処理から発生
する余剰汚泥の処理方法に関し、特に、高い可溶化率を
得ることにより、汚泥の可溶化処理量を少なくするとと
もに、返流負荷を減少させ、安定した水処理を行うこと
ができる汚泥の処理方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for treating surplus sludge generated from wastewater treatment. In particular, by obtaining a high solubilization rate, the solubilization treatment amount of sludge is reduced and the return load is reduced. The present invention relates to a sludge treatment method capable of performing stable water treatment.
【0002】[0002]
【従来の技術】従来、下水等の汚水を処理する方法とし
て、生物反応槽内に保持した活性汚泥と汚水を混合し、
曝気・攪拌して生物処理を行うとともに、固液分離によ
り得られる分離液は処理水として放流し、分離汚泥は生
物反応槽に返送する活性汚泥法が用いられているが、こ
の活性汚泥法では分離汚泥から余剰汚泥が発生すること
から、余剰汚泥の処分に多くの費用を要するとともに、
最終処分場の確保も必要となるという問題があった。2. Description of the Related Art Conventionally, as a method for treating sewage such as sewage, the activated sludge retained in the biological reaction tank and sewage are mixed,
An activated sludge method is used in which the biological treatment is performed by aeration and stirring, the separated liquid obtained by solid-liquid separation is discharged as treated water, and the separated sludge is returned to the biological reaction tank. Since excess sludge is generated from the separated sludge, it costs a lot of money to dispose of the excess sludge, and
There was a problem that it was also necessary to secure a final disposal site.
【0003】そこで、発生する余剰汚泥を可溶化し、生
物反応槽内で再び生物分解させることにより余剰汚泥を
発生させないような技術が研究されている。可溶化の方
法としては、酸を用いた化学的手法や、高温・高圧法な
どの物理的手法がとられているが、化学的手法では5〜
10%程度、物理的手法では30〜60%程度の可溶化
率でしかない。Therefore, a technique for solubilizing the generated excess sludge and biodegrading it again in the biological reaction tank so as not to generate excess sludge has been studied. As a solubilization method, a chemical method using an acid or a physical method such as a high temperature / high pressure method is used.
The solubilization rate is only about 10%, and about 30 to 60% by the physical method.
【0004】[0004]
【発明が解決しようとする課題】すなわち、この上記従
来の汚泥の処理方法では、汚泥の可溶化率が低いことか
ら、余剰汚泥を発生させないためには、通常引き抜く汚
泥量の数倍の汚泥を可溶化槽において処理する必要があ
る。しかし、可溶化処理された汚泥は、生物化学的酸素
要求量(BOD)が著しく高く、多量の汚泥を引き抜い
て可溶化処理すると、水処理系への返流負荷が大きくな
って、安定した水処理を行うことが困難になるという問
題点があった。That is, in this conventional method for treating sludge, since the sludge solubilization rate is low, in order to prevent excess sludge from being generated, it is necessary to remove sludge several times as much as the amount of sludge to be extracted. It needs to be processed in a solubilization tank. However, the solubilized sludge has a remarkably high biochemical oxygen demand (BOD), and if a large amount of sludge is drawn out and solubilized, the load of returning water to the water treatment system becomes large and stable water is obtained. There is a problem that it becomes difficult to perform the processing.
【0005】本発明は、上記従来の汚泥の処理方法が有
する問題点に鑑み、高い可溶化率を得ることにより、汚
泥の可溶化処理量を少なくするとともに、返流負荷を減
少させ、安定した水処理を行うことができる汚泥の処理
方法を提供することを目的とする。In view of the problems of the above-mentioned conventional sludge treatment methods, the present invention provides a high solubilization rate to reduce the amount of sludge solubilization treatment and to reduce the return load and stabilize the sludge. It is an object of the present invention to provide a sludge treatment method capable of treating water.
【0006】[0006]
【課題を解決するための手段】上記目的を達成するた
め、本発明の汚泥の処理方法は、生物反応槽で微生物の
作用により有機性汚水を処理するとともに、該生物反応
槽で発生した余剰汚泥を可溶化し、該可容化汚泥を生物
反応槽に返流して生物処理する汚泥の処理方法におい
て、前記余剰汚泥に過酸化水素を混入した酸を添加する
とともに、該酸を添加した余剰汚泥に物理的処理を施す
ことにより汚泥の可溶化を行うことを特徴とする。In order to achieve the above object, a method for treating sludge according to the present invention is a method for treating organic wastewater by the action of microorganisms in a biological reaction tank and producing excess sludge generated in the biological reaction tank. In the method for treating sludge in which the solubilization of sludge is returned to the biological reaction tank and the treated sludge is biologically treated, an acid mixed with hydrogen peroxide is added to the excess sludge, and the excess excess of the acid is added. It is characterized in that the sludge is solubilized by physically treating the sludge.
【0007】本発明の汚泥の処理方法は、余剰汚泥に過
酸化水素を混入した酸を添加するとともに、該酸を添加
した余剰汚泥に物理的処理を施すことから、酸により脆
化した微生物の細胞壁を物理的処理によりさらに破壊す
ることができ、これにより、高い可溶化率を得て、可溶
化処理を施す汚泥量を減少させるとともに、水処理系へ
の返流負荷を小さくし、良好な水処理を行うとともに、
可溶化処理にかかる費用を減少させることができる。In the method for treating sludge of the present invention, an acid mixed with hydrogen peroxide is added to the excess sludge, and the excess sludge added with the acid is subjected to a physical treatment. The cell wall can be further destroyed by physical treatment, which allows a high solubilization rate to be obtained, reducing the amount of sludge to be solubilized, and reducing the return load to the water treatment system, resulting in good solubilization. With water treatment,
The cost for the solubilization process can be reduced.
【0008】この場合において、添加する酸として、過
酸化水素を混入した強酸を主成分とする物質を用いるこ
とができる。In this case, a substance containing a strong acid mixed with hydrogen peroxide as a main component can be used as the acid to be added.
【0009】これにより、酸そのものが持っている反応
性もしくは酸を添加することによって生成したOHラジ
カルの酸化力により、汚泥を構成する微生物の細胞壁を
より効果的に脆化することができる。As a result, the cell walls of the microorganisms composing the sludge can be more effectively embrittled by the reactivity of the acid itself or the oxidizing power of the OH radical generated by adding the acid.
【0010】[0010]
【発明の実施の形態】以下、本発明の汚泥の処理方法の
実施の形態を図面に基づいて説明する。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a sludge treatment method of the present invention will be described below with reference to the drawings.
【0011】図1に、従来の下水処理システムの1つで
あるオキシデーションディッチ法と、本発明の汚泥の処
理方法の一実施例とを組み合わせたフローチャートを示
す。下水処理場に流入してきた汚水Aは、曝気槽1にお
いて活性汚泥と混合し、曝気・攪拌されることにより生
物処理される。曝気槽1内で一定時間処理された汚水
は、汚泥との混合液Bとして最終沈殿池2へと流下す
る。最終沈殿池2では、重力沈降により分離液Cと分離
汚泥Dとに固液分離が行われ、分離液Cは消毒されたの
ち外部に放流される。FIG. 1 is a flowchart showing a combination of an oxidation ditch method, which is one of the conventional sewage treatment systems, and an embodiment of the sludge treatment method of the present invention. Sewage A that has flowed into the sewage treatment plant is mixed with activated sludge in the aeration tank 1 and aerated and stirred to be biologically treated. Sewage treated in the aeration tank 1 for a certain period of time flows down to the final settling tank 2 as a mixed solution B with sludge. In the final settling tank 2, solid-liquid separation is performed on the separated liquid C and the separated sludge D by gravity settling, and the separated liquid C is discharged to the outside after being sterilized.
【0012】一方、分離汚泥Dは、汚泥ポンプ3によっ
て引き抜かれ、返送汚泥Eとして曝気槽1に送られる
が、一部は余剰汚泥Fとして可溶化反応槽4に送られ、
高圧・高温法による物理的な可溶化処理を受け、可溶化
汚泥Gとして曝気槽1に送られる。この場合、余剰汚泥
Fは可溶化反応槽4に送られる間に、薬品タンク5から
薬液ポンプ6によって注入された酸により化学的な可溶
化処理を受ける。On the other hand, the separated sludge D is drawn out by the sludge pump 3 and sent to the aeration tank 1 as return sludge E, but part of it is sent to the solubilization reaction tank 4 as excess sludge F,
The solubilized sludge G is physically solubilized by the high pressure / high temperature method and is sent to the aeration tank 1 as solubilized sludge G. In this case, the surplus sludge F is chemically solubilized by the acid injected from the chemical tank 5 by the chemical pump 6 while being sent to the solubilization reaction tank 4.
【0013】すなわち、本実施例では、可溶化の前段の
化学的処理として、酸もしくはラジカルを生成するよう
な酸を添加するが、この化学的処理単独の可溶化率は、
酸の場合には図2に示すように常温で5%程度、ラジカ
ルの場合は50℃、pH2で数時間汚泥を処理しても1
0%程度である。この場合、OHラジカルを発生させる
酸としては、無機酸、好ましくは、硫酸等の強酸を主成
分とし、過酸化水素を混入した液体を用いるようにす
る。That is, in the present embodiment, an acid or an acid capable of generating a radical is added as the chemical treatment before the solubilization. The solubilization rate of this chemical treatment alone is
As shown in Fig. 2, in the case of acid, it is about 5% at room temperature, and in the case of radical, even if sludge is treated at 50 ° C and pH 2 for several hours
It is about 0%. In this case, as the acid for generating the OH radical, a liquid containing an inorganic acid, preferably a strong acid such as sulfuric acid as a main component and mixed with hydrogen peroxide is used.
【0014】一方、可溶化の後段の処理として物理的処
理を施すが、この物理的処理単独の可溶化率は、高温・
高圧法では、図3に示すように60%程度、ミル破砕法
では30%程度、また、超音波破砕法でも30%程度の
可溶化率である。しかし、本実施例のように、前記酸に
よる化学的な可溶化処理とともに、高温・高圧法による
物理的処理を行うことにより、図4に示すように80%
程度の高い可溶化率を得ることができる。On the other hand, a physical treatment is carried out as a treatment after the solubilization. The solubilization rate of this physical treatment alone is high temperature /
As shown in FIG. 3, the solubilization rate of the high pressure method is about 60%, the mill crushing method is about 30%, and the ultrasonic crushing method is about 30%. However, as shown in FIG. 4, by performing the physical treatment by the high temperature / high pressure method together with the chemical solubilization treatment by the acid as in this embodiment, as shown in FIG.
A high degree of solubilization can be obtained.
【0015】このように、本実施例の汚泥の処理方法で
は、余剰汚泥Fに酸もしくはラジカルを生成するような
酸を添加するとともに、物理的な処理を加えることによ
り、従来に比較し、かなり高い可溶化率を得ることがで
きる。この場合、前段の酸による化学的処理では、酸そ
のものが持っている反応性、もしくは酸を添加すること
によって生成したOHラジカルの酸化力により、汚泥を
構成する微生物の細胞壁に損傷を与え、より脆く壊れや
すくすることができる。特に、OHラジカルの場合は、
塩素やオゾンより酸化力が強いため、前処理の効果が大
きく、さらにラジカル反応は、酸性域で効果的に進行す
ることが知られている。したがって、後段もしくは同時
に行う高温・高圧法、ミル破砕又は超音波破砕法などの
物理的処理では、単独で行うよりも汚泥が壊れやすく、
より効果的に可溶化が行われる。As described above, in the sludge treatment method of this embodiment, an acid or a radical-generating acid is added to the surplus sludge F, and a physical treatment is added to the sludge F. A high solubilization rate can be obtained. In this case, in the chemical treatment with the acid in the first step, the reactivity of the acid itself or the oxidizing power of the OH radical generated by the addition of the acid damages the cell wall of the microorganism constituting the sludge, and It can be brittle and fragile. Especially in the case of OH radical,
It is known that the pretreatment has a great effect because the oxidizing power is stronger than chlorine and ozone, and the radical reaction effectively proceeds in an acidic region. Therefore, the physical treatment such as the high temperature / high pressure method, the mill crushing or the ultrasonic crushing method performed in the latter stage or at the same time is more likely to break the sludge than the single treatment,
Solubilization is performed more effectively.
【0016】[0016]
【発明の効果】本発明の汚泥の処理方法によれば、余剰
汚泥に酸を添加するとともに、該酸を添加した余剰汚泥
に物理的処理を施すことから、酸により脆化した微生物
の細胞壁を物理的処理によりさらに破壊することがで
き、これにより、高い可溶化率を得て、可溶化処理を施
す汚泥量を減少させるとともに、水処理系への返流負荷
を小さくし、良好な水処理を行うとともに、可溶化処理
にかかる費用を減少させることができる。According to the sludge treatment method of the present invention, an acid is added to the excess sludge, and the excess sludge added with the acid is subjected to a physical treatment. It can be further destroyed by physical treatment, which gives a high solubilization rate, reduces the amount of sludge subjected to solubilization treatment, and reduces the return load to the water treatment system, resulting in good water treatment. And the cost of the solubilization process can be reduced.
【0017】また、添加する酸として、過酸化水素を混
入した強酸を主成分とする物質を用いることにより、酸
そのものが持っている反応性もしくは酸を添加すること
によって生成したOHラジカルの酸化力により、汚泥を
構成する微生物の細胞壁をより効果的に脆化することが
できる。Further, by using a substance containing a strong acid containing hydrogen peroxide as a main component as an acid to be added, the reactivity of the acid itself or the oxidizing power of the OH radical generated by adding the acid. This makes it possible to more effectively embrittle the cell walls of the microorganisms that make up the sludge.
【図1】本発明の汚泥の処理方法の一実施例を示すフロ
ーチャート図である。FIG. 1 is a flowchart showing an embodiment of a sludge treatment method of the present invention.
【図2】酸による可溶化処理の能力を表すグラフであ
る。FIG. 2 is a graph showing the ability of solubilization treatment with acid.
【図3】高温・高圧法による可溶化処理の能力を表すグ
ラフである。FIG. 3 is a graph showing the ability of solubilization treatment by a high temperature / high pressure method.
【図4】酸と高温・高圧法を併用した本発明の可溶化処
理の能力を表すグラフである。FIG. 4 is a graph showing the ability of the solubilization treatment of the present invention in which an acid and a high temperature / high pressure method are used in combination.
1 曝気槽(生物反応槽) 2 最終沈殿池 3 汚泥ポンプ 4 可溶化反応槽 5 薬品タンク 6 薬液ポンプ A 汚水 B 混合液 C 分離液 D 分離汚泥 E 返送汚泥 F 余剰汚泥 G 可溶化汚泥 1 Aeration tank (biological reaction tank) 2 final settling tank 3 sludge pump 4 Solubilization reaction tank 5 chemical tanks 6 chemical pump A dirty water B mixture C separation liquid D separation sludge E Return sludge F surplus sludge G Solubilized sludge
───────────────────────────────────────────────────── フロントページの続き (72)発明者 岡村 知也 兵庫県尼崎市下坂部3丁目4番1号 日立 機電工業株式会社内 Fターム(参考) 4D028 AC03 AC09 BD00 BD11 4D059 AA05 BC02 BC05 BK12 CA28 DA31 DA44 ─────────────────────────────────────────────────── ─── Continued front page (72) Inventor Tomoya Okamura Hitachi, 3-4-1, Shimosaka, Amagasaki-shi, Hyogo Kiden Kogyo Co., Ltd. F-term (reference) 4D028 AC03 AC09 BD00 BD11 4D059 AA05 BC02 BC05 BK12 CA28 DA31 DA44
Claims (2)
汚水を処理するとともに、該生物反応槽で発生した余剰
汚泥を可溶化し、該可容化汚泥を生物反応槽に返流して
生物処理する汚泥の処理方法において、前記余剰汚泥に
過酸化水素を混入した酸を添加するとともに、該酸を添
加した余剰汚泥に物理的処理を施すことにより汚泥の可
溶化を行うことを特徴とする汚泥の処理方法。1. A biological reaction tank treats organic sewage by the action of microorganisms, solubilizes excess sludge generated in the biological reaction tank, and returns the solubilized sludge to the biological reaction tank to produce organisms. The method for treating sludge to be treated is characterized in that the sludge is solubilized by adding an acid mixed with hydrogen peroxide to the excess sludge and physically treating the excess sludge to which the acid is added. Sludge treatment method.
た強酸を主成分とする物質を用いることを特徴とする請
求項1記載の汚泥の処理方法。2. The method for treating sludge according to claim 1, wherein a substance containing a strong acid mixed with hydrogen peroxide as a main component is used as the acid to be added.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2001215225A JP2003024999A (en) | 2001-07-16 | 2001-07-16 | Sludge treatment method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001215225A JP2003024999A (en) | 2001-07-16 | 2001-07-16 | Sludge treatment method |
Publications (1)
Publication Number | Publication Date |
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JP2003024999A true JP2003024999A (en) | 2003-01-28 |
Family
ID=19049905
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP2001215225A Pending JP2003024999A (en) | 2001-07-16 | 2001-07-16 | Sludge treatment method |
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Country | Link |
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JP (1) | JP2003024999A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005319411A (en) * | 2004-05-10 | 2005-11-17 | Kankyo Eng Co Ltd | Solubilization method of solid matter in high-concentration organic material, and treatment method of high-concentration organic material |
JP2008119655A (en) * | 2006-11-15 | 2008-05-29 | Nittetsu Kankyo Engineering Kk | Organic waste water treatment method and chemical used for this method |
-
2001
- 2001-07-16 JP JP2001215225A patent/JP2003024999A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005319411A (en) * | 2004-05-10 | 2005-11-17 | Kankyo Eng Co Ltd | Solubilization method of solid matter in high-concentration organic material, and treatment method of high-concentration organic material |
JP2008119655A (en) * | 2006-11-15 | 2008-05-29 | Nittetsu Kankyo Engineering Kk | Organic waste water treatment method and chemical used for this method |
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