Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3636670B2 - Method and apparatus for solubilizing organic solids - Google Patents
[go: Go Back, main page]

JP3636670B2 - Method and apparatus for solubilizing organic solids - Google Patents

Method and apparatus for solubilizing organic solids Download PDF

Info

Publication number
JP3636670B2
JP3636670B2 JP2001048746A JP2001048746A JP3636670B2 JP 3636670 B2 JP3636670 B2 JP 3636670B2 JP 2001048746 A JP2001048746 A JP 2001048746A JP 2001048746 A JP2001048746 A JP 2001048746A JP 3636670 B2 JP3636670 B2 JP 3636670B2
Authority
JP
Japan
Prior art keywords
solubilization
sludge
tank
oxidation
reduction potential
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 - Fee Related
Application number
JP2001048746A
Other languages
Japanese (ja)
Other versions
JP2002248496A (en
Inventor
晴男 三宅
正憲 若山
好雄 堺
進 長谷川
昭 赤司
憲明 塩田
潔 那須
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.)
Shinko Pantec Co Ltd
Japan Sewage Works Agency
Original Assignee
Japan Sewage Works Agency
Kobelco Eco Solutions 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 Japan Sewage Works Agency, Kobelco Eco Solutions Co Ltd filed Critical Japan Sewage Works Agency
Priority to JP2001048746A priority Critical patent/JP3636670B2/en
Publication of JP2002248496A publication Critical patent/JP2002248496A/en
Application granted granted Critical
Publication of JP3636670B2 publication Critical patent/JP3636670B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

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
    • Y02W10/20Sludge processing

Landscapes

  • Treatment Of Sludge (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、有機性固形物を含有する有機性廃液、例えば、下水処理場、屎尿処理場などの下水処理プロセスから排出される生汚泥や生物性汚泥、食品工場、化学工場などから排出される有機性廃液に含まれる有機性固形物を好気的に可溶化する方法に関する。
【0002】
【従来の技術】
従来より、上記有機性廃液の一般的な処理方法として、まず好気性消化法、嫌気性メタン発酵法などを利用した微生物分解により有機性汚泥の有機成分を生物学的に消化して、有機物を炭酸ガス、メタンガスなどのガス成分にまで分解し、次いでかかる生物学的消化により生じた微生物バイオマス(微生物菌体が主体)及び未処理の残存汚泥からなる余剰汚泥を含んだ処理汚泥を沈殿槽などで固液分離して、上澄として得られる処理水は適宜排出される一方、余剰汚泥は通常、海洋投棄または陸地埋立によって処理されるという方法が広く採用されている。しかしながら、このような余剰汚泥を海洋に投棄することは、環境破壊にもつながることになるため、地球環境保護が叫ばれている昨今においては、ほとんど禁止される方向にある。また、陸地埋立においても、埋立処分地の確保が年々困難になってきている。
【0003】
本出願人は、かかる有機性廃液の処理方法によって発生する余剰汚泥の量を低減できる発明として、活性汚泥処理方法およびそのための装置を報告した(特開平9−10791号公報)。この方法によれば、有機性廃水は曝気処理槽における処理に付された後、沈殿槽で処理水と汚泥とに分離され、分離された汚泥の一部は環流経路を経て曝気処理槽に付され、汚泥の残部である余剰汚泥は、可溶化処理槽にて好熱菌により可溶化されて、可溶化処理液が返送経路を経て曝気処理槽に返送される。このように可溶化工程を経ることによって余剰汚泥が減容化されるのである。
【0004】
【発明が解決しようとする課題】
上記公報に開示された処理方法によると、余剰汚泥の可溶化処理は、通常、好気性好熱菌による可溶化を意図して曝気しつつ好気的または微好気的に加熱することによって実施される。ところが、曝気を継続するにあたってはガスを排気するために、排気に伴う系外への熱量の放出が非常に大きくならざるをえないという現状にあった。従って、可溶化処理での必要熱量が高くなり、これが処理コストの高騰を招いて、環境面を考慮した省エネルギーの点からも好ましくない要因となってしまうことを避けられなかったのである。
【0005】
このため、曝気量を適性に制御することを目的として可溶化処理液の溶存酸素(DO)濃度を監視し、この数値に基づいて流量の調整を行う方法が提案された(特開平10−277580号公報)。しかし、この方法ではDOが0以下の場合に曝気量を制御することは不可能である。たとえDOが0以下であっても、必要以上の曝気を行って多くの熱量を放出することは好ましくない。
【0006】
本発明は従来技術の有するこのような問題点に鑑みてなされたものであって、その目的は、可溶化処理の際の曝気量を適性に制御してエネルギー損失を防止し、なおかつ好気性好熱菌の活性を維持しつつ効率的に充分な可溶化を成し遂げることができる方法を提供することにある。
【0007】
【課題を解決するための手段】
上記目的を達成するための本発明は、有機性固形物の可溶化処理方法であって、
可溶化槽内の可溶化反応液の汚泥濃度を5000mg/L以上とし、
好気性好熱性菌のバチルス・ステアロサーモフィラスを用いて可溶化するとともに、当該可溶化反応液の酸化還元電位を−200mV以上100mV以下の範囲に調整することを特徴とする有機性固形物の可溶化処理方法である。酸化還元電位は、実質的に可溶化反応液に潜在する酸化分解能力を反映し、微生物の活性に影響すると考えられる。酸化還元電位をバチルス・ステアロサーモフィラスが活性を維持することができる特定範囲に維持することで、必要以上の熱量損失を伴うことなく汚泥の可溶化を成し遂げることができる。ここでバチルス・ステアロサーモフィラスの活性が維持できるとは、菌体が通常の生物活性を存続しうるように生育し、汚泥を可溶化することのできる酵素を分泌しうる状態にあることをいう。
【0008】
本願発明において、有機性固形物の可溶化反応液の酸化還元電位を−200mV以上100mV以下の範囲、より好ましくは−100mV以上50mV以下の範囲に調整すると、より熱量損失を抑制しつつ効率良く可溶化を行うことができる。
【0009】
酸化還元電位を維持するために最も好ましい方法は、可溶化反応液への通気量を制御することであり、また、可溶化槽への有機性固形物投入量を変化させることにより、酸化還元電位を適正に調整することも可能である。
【0010】
さらに本願発明は、可溶化反応液を貯留する可溶化槽、当該可溶化反応液の酸化還元電位を測定する酸化還元電位測定器、当該可溶化槽への送気手段、および当該送気手段からの空気送気量を調整する通気量調整手段を有する汚泥の可溶化装置であって、
当該可溶化反応液が、汚泥濃度として5000mg/L以上の有機性固形物および好気性好熱性菌のバチルス・ステアロサーモフィラスを含み、
当該酸化還元電位が、−200mV以上100mV以下の範囲であり、かつ、当該通気量調整手段が、当該測定器が測定した可溶化槽内の酸化還元電位の変動に応じて通気量を調整することを特徴とする汚泥の可溶化装置を提供する。
また、本願発明は、可溶化反応液を貯留する可溶化槽、当該可溶化反応液の酸化還元電位を測定する酸化還元電位測定器、当該可溶化槽への送気手段、当該可溶化槽への有機性固形物投入手段、および有機性固形物投入量調整手段を有する汚泥の可溶化装置であって、
当該可溶化反応液が、汚泥濃度として5000mg/L以上の有機性固形物および好気性好熱性菌のバチルス・ステアロサーモフィラスを含み、
当該酸化還元電位が、−200mV以上100mV以下の範囲であり、かつ、当該有機性固形物投入手段が、当該測定器が測定した可溶化槽内の酸化還元電位の変動に応じて有機性固形物投入量を調整することを特徴とする汚泥の可溶化装置を提供する。これらの装置によって如上の可溶化処理方法を好適に実施することができる。
【0011】
【発明の実施の形態】
以下に図面を参照しつつ本発明の実施の形態を説明する。
【0012】
図1に、本発明の好ましい実施形態を表す可溶化装置を示す。この可溶化装置は、可溶化槽1、酸化還元電位測定器2、通気量調整手段3及び送気手段4を含んでいる。可溶化槽1において、汚泥は例えば、50〜80℃、好ましくは60〜70℃にて、汚泥濃度を好ましくは1000mg/L以上、より好ましくは5000mg/L以上とし、好ましくはpH=7〜9、より好ましくは7.5〜8.5で、好気的または微好気的条件で運転される。加熱は、ヒーター、蒸気導入等により行うとよい。この際、好気性好熱菌の活性を維持しつつ有機性固形物の可溶化を適切に進めるために送気手段4から可溶化槽1へ空気または酸素が通気されるが、この通気量が通気量調整手段3によって制御されるのである。かかる通気量調整手段3は、可溶化槽1の可溶化反応液の酸化還元電位を検知する酸化還元電位測定器2による制御を受ける。すなわち、可溶化槽1内の酸化還元電位の変動に応じて送気手段4からの通気量が調整されて、可溶化反応液の酸化還元電位は、−200mV〜100mV、好ましくは−100mV〜50mVの範囲内に維持される。上述したように、酸化還元電位は、実質的に可溶化反応液の潜在的な酸化分解能力を反映するので、本実施形態において通気量を制御することで酸化還元電位を上記範囲内に維持し、これにより必要以上に通気して熱量を損失してしまうという不利益を起こすことなしに汚泥の可溶化を成し遂ることができる。酸化還元電位が所定範囲内を越えると、過剰の通気により排気ガスの持ち出す熱量の損失が大きくなるためコストが嵩むこととなり、一方酸化還元電位が所定範囲よりも小さいと可溶化率が低下してしまう。なお、可溶化のために、好気性好熱細菌であるバチルス・ステアロサーモフィラスやその他の好気性好熱菌体を用い、また可溶化を促進するためにプロテアーゼ、リパーゼ、グリコシダーゼ等の酵素を単独または組み合わせて配合してもよい。
【0013】
酸化還元電位測定器2としては、例えば、東亜電波工業製、PS−8405の酸化還元電位センサーを装着した、東亜電波工業製、酸化還元電位測定器ODIC−3を挙げることができる。この測定結果に基づく流量調整手段3の制御は、既知の信号伝達系によって行われる。流量調整手段3として、流量調整弁が最も好適に利用されうるが、他にも複数の送気手段4を準備し各々に対して適宜のオンオフ信号を送って送気手段の運転数を調節する手段や、1つの送気手段4から複数の通気経路を設けて適宜のオンオフ信号を送り通気経路数を調節する手段なども採用可能である。送気手段4としては、エアポンプ、ブロワ、ファン、コンプレッサー、機械式曝気機、酸素発生機及び酸素ボンベ等、従来使用されているものを用いるとよい。
【0014】
可溶化反応液の酸化還元電位を上記範囲内に維持するためには、可溶化反応液への通気量を制御すること以外にも、例えば、有機性固形物投入量を変化させること、あるいは可溶化処理時間(滞留時間)を変化させることなども実施可能である。
【0015】
上記可溶化装置を用いた本発明の有機性固形物の可溶化処理方法は、有機性廃液処理のための従来の種々の方法において採用可能であり、嫌気的微生物発酵、好気的微生物消化及び固液分離等の各工程と適宜に組み合わせて処理水の浄化と汚泥の減容化の双方を成し遂げることができる。
【0016】
【実施例】
以下に本発明の実施例を説明するが、本発明の範囲はもとよりこれら実施例により限定されるものでない。
実施例1
有効容積2Lの5Lジャーファーメンターに、下水処理場由来の余剰汚泥2L(汚泥濃度2重量%)を投入し、好気性細菌として好気性好熱細菌バチルス・ステアロサーモフィラスSPT2−1[FERM P−15395]を接種し、図1に概略示す可溶化装置を用いて、65℃にてpH=7.5〜8.5の条件下、−200〜200mVの範囲の種々の酸化還元電位で処理時間を24時間とした場合の各可溶化率を求めると共に、各々の溶存酸素量(DO、mg/L)と通気量(vvm:通気量/有効容積/分)とを記録した。
【0017】
可溶化率(%)は、可溶化処理前後の有機性固形物(vss)含量に基づいて算出した。vssの測定は、JISK0102に従って行った。
【0018】
DOは、東亜電波工業製OE−8PT2の発酵用溶存酸素センサーを装着した東亜電波工業製溶存酸素測定器DDIC−7によって測定した。
【0019】
こうして得られた結果を図2に示す。図2から、酸化還元電位を−200mV〜100mVの範囲に維持することで、汚泥が良好に可溶化されうることが示される。酸化還元電位が100mVを越えると可溶化率はほぼ平衡を維持する状態となるので、これ以上通気量を増大させて酸化還元電位を高めてもエネルギー損失が大きくなるだけであることが判る。
【0020】
酸化還元電位を−100mV以上にすれば、ほぼ35〜40%程度の可溶化率が達成されることが示されたが、−100mVに酸化還元電位を維持するための通気量は0.08vvmであり、このときDOは0になっていた。従来法によってDOに基づいて通気量を制御した場合には通気量は0.2vvmとなっていたので、酸化還元電位を−100mVに設定することで半分以下に通気量を低減でき、従ってエネルギー損失を半分以下に抑制できると考えられた。酸化還元電位が50mV程度まではDOが0となっていたので、−100mV〜50mVの範囲に酸化還元電位を設定することにより、特にエネルギー損失を充分抑制でき、しかも可溶化率は良好であることが明らかになった。
【0021】
【発明の効果】
本発明によって、有機性廃液の処理に利用される汚泥の好気的または微好気的可溶化処理方法において、良好に可溶化を成し遂げつつエネルギー損失の少ない方法が提供される。この方法は、比較的容易に測定できる酸化還元電位に基づき、これを所定範囲に維持するように、例えば通気量を制御するので、簡便且つ好気性菌の活性を維持し効率良く可溶化を行いながらも、加熱に要する熱量を節約することが可能となる。
【図面の簡単な説明】
【図1】本発明の可溶化装置の構成を概略示した図である。
【図2】種々の酸化還元電位で汚泥の可溶化を実施した場合の可溶化率と溶存酸素及び通気量の相関を表すグラフである
【符号の説明】
1…可溶化槽
2…酸化還元電位測定器
3…通気量調整手段
4…送気手段
[0001]
BACKGROUND OF THE INVENTION
The present invention is an organic waste liquid containing organic solids, for example, raw sludge and biological sludge discharged from a sewage treatment process such as a sewage treatment plant and a manure treatment plant, a food factory, a chemical factory, etc. The present invention relates to a method for aerobically solubilizing an organic solid contained in an organic waste liquid.
[0002]
[Prior art]
Conventionally, as a general treatment method of the above organic waste liquid, first, organic components of organic sludge are biologically digested by microbial decomposition using aerobic digestion method, anaerobic methane fermentation method, etc. Decomposition into gas components such as carbon dioxide and methane gas, and then treat sewage sludge containing surplus sludge consisting of microbial biomass (mainly microbial cells) and untreated residual sludge generated by such biological digestion, etc. The treated water obtained as a supernatant after solid-liquid separation is appropriately discharged, while surplus sludge is usually widely treated by ocean dumping or land reclamation. However, dumping such surplus sludge into the ocean leads to environmental destruction, and in recent years when protection of the global environment is screamed, it is almost prohibited. In land reclamation, it is becoming more difficult to secure landfill sites each year.
[0003]
The present applicant has reported an activated sludge treatment method and an apparatus therefor as an invention capable of reducing the amount of excess sludge generated by such a method for treating organic waste liquid (Japanese Patent Laid-Open No. 9-10791). According to this method, the organic wastewater is subjected to treatment in the aeration tank, and then separated into treated water and sludge in the settling tank, and a part of the separated sludge is attached to the aeration tank via the circulation path. The surplus sludge that is the remainder of the sludge is solubilized by thermophilic bacteria in the solubilization treatment tank, and the solubilization treatment liquid is returned to the aeration treatment tank via the return path. Thus, excess sludge is volume-reduced by passing through a solubilization process.
[0004]
[Problems to be solved by the invention]
According to the treatment method disclosed in the above publication, the solubilization treatment of excess sludge is usually carried out by heating aerobically or slightly aerobically while aeration is intended to solubilize by aerobic thermophilic bacteria. Is done. However, when aeration is continued, in order to exhaust the gas, the amount of heat released outside the system due to the exhaust must be very large. Therefore, the amount of heat required for the solubilization treatment is increased, which leads to an increase in the treatment cost, which is an unavoidable factor in terms of energy saving in consideration of environmental aspects.
[0005]
For this reason, a method has been proposed in which the dissolved oxygen (DO) concentration of the solubilized treatment liquid is monitored for the purpose of appropriately controlling the amount of aeration, and the flow rate is adjusted based on this value (Japanese Patent Laid-Open No. 10-277580). Issue gazette). However, with this method, it is impossible to control the amount of aeration when DO is 0 or less. Even if DO is 0 or less, it is not preferable to perform aeration more than necessary to release a large amount of heat.
[0006]
The present invention has been made in view of the above-described problems of the prior art, and its purpose is to appropriately control the amount of aeration during the solubilization treatment to prevent energy loss, and to achieve aerobic goodness. An object of the present invention is to provide a method capable of efficiently achieving sufficient solubilization while maintaining the activity of thermophiles.
[0007]
[Means for Solving the Problems]
The present invention for achieving the above object is a method for solubilizing an organic solid ,
The sludge concentration of the solubilization reaction liquid in the solubilization tank is set to 5000 mg / L or more,
Organic solids characterized by solubilization using an aerobic thermophilic bacterium Bacillus stearothermophilus and adjusting the redox potential of the solubilized reaction solution to a range of -200 mV to 100 mV This is a solubilization method. The oxidation-reduction potential substantially reflects the oxidative degradation ability latent in the solubilized reaction solution and is considered to affect the activity of the microorganism. By maintaining the oxidation-reduction potential within a specific range where the activity of Bacillus stearothermophilus can be maintained, solubilization of sludge can be achieved without accompanying more heat loss than necessary. The ability to maintain the activity of Bacillus stearothermophilus here means that the cells grow so that they can survive normal biological activity and are capable of secreting an enzyme that can solubilize sludge. Say.
[0008]
In the present invention, the solubilizing reaction redox potential 100mV below the range of -200mV of organic solids, adjusting more preferably less than 50mV the range of -100mV Then, efficiently variable while suppressing the more heat loss Solubilization can be performed.
[0009]
The most preferred method for maintaining the oxidation-reduction potential is to control the amount of aeration to the solubilization reaction solution, and also by changing the amount of organic solids charged into the solubilization tank, It is also possible to adjust appropriately.
[0010]
Furthermore the present invention, solubilization tank for storing the solubilized reaction, oxidation-reduction potential measuring device for measuring the redox potential of the solubilization reaction, blowing means to the solubilization tank, and from said blowing means A sludge solubilization device having an air flow rate adjusting means for adjusting the air flow rate of
The solubilized reaction solution contains an organic solid having a sludge concentration of 5000 mg / L or more and an aerobic thermophilic bacterium, Bacillus stearothermophilus,
The oxidation-reduction potential is in the range of −200 mV to 100 mV, and the aeration amount adjusting means adjusts the aeration amount according to the fluctuation of the oxidation-reduction potential in the solubilization tank measured by the measuring device. An apparatus for solubilizing sludge is provided.
The present invention additionally provides solubilization tank for storing the solubilized reaction, oxidation-reduction potential measuring device for measuring the redox potential of the solubilization reaction, blowing means to the solubilization tank, to the solubilization tank A sludge solubilization device having organic solids charging means, and organic solids charging amount adjusting means,
The solubilized reaction solution contains an organic solid having a sludge concentration of 5000 mg / L or more and an aerobic thermophilic bacterium, Bacillus stearothermophilus,
The oxidation-reduction potential is in the range of −200 mV to 100 mV, and the organic solids charging means measures the organic solids according to fluctuations in the oxidation-reduction potential in the solubilization tank measured by the measuring device. Provided is a sludge solubilization device characterized by adjusting the amount of charge. The above-described solubilization method can be suitably carried out with these apparatuses.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
[0012]
FIG. 1 shows a solubilizer representing a preferred embodiment of the present invention. This solubilization apparatus includes a solubilization tank 1, an oxidation-reduction potential measuring device 2, an aeration amount adjusting means 3 and an air supply means 4. In the solubilization tank 1, the sludge is, for example, 50 to 80 ° C., preferably 60 to 70 ° C., and the sludge concentration is preferably 1000 mg / L or more, more preferably 5000 mg / L or more, preferably pH = 7 to 9 More preferably 7.5-8.5, operated under aerobic or microaerobic conditions. Heating may be performed by a heater, steam introduction, or the like. At this time, air or oxygen is ventilated from the air supply means 4 to the solubilization tank 1 in order to appropriately advance solubilization of the organic solid matter while maintaining the activity of the aerobic thermophile. It is controlled by the ventilation amount adjusting means 3. The aeration amount adjusting means 3 is controlled by the redox potential measuring device 2 that detects the redox potential of the solubilized reaction solution in the solubilization tank 1. That is, the amount of aeration from the air supply means 4 is adjusted according to the fluctuation of the oxidation-reduction potential in the solubilization tank 1, and the oxidation-reduction potential of the solubilization reaction solution is -200 mV to 100 mV, preferably -100 mV to 50 mV. Maintained within the range. As described above, the oxidation-reduction potential substantially reflects the potential oxidative degradation ability of the solubilized reaction solution. Therefore, in this embodiment, the oxidation-reduction potential is maintained within the above range by controlling the aeration amount. This makes it possible to achieve solubilization of sludge without causing the disadvantage of loss of heat by aeration more than necessary. If the oxidation-reduction potential exceeds the predetermined range, the loss of heat taken out by the exhaust gas due to excessive ventilation increases, resulting in an increase in cost. On the other hand, if the oxidation-reduction potential is smaller than the predetermined range, the solubilization rate decreases. End up. For solubilization, Bacillus stearothermophilus which is an aerobic thermophilic bacterium and other aerobic thermophilic cells are used, and enzymes such as protease, lipase and glycosidase are used to promote solubilization. May be blended alone or in combination.
[0013]
Examples of the redox potential measuring device 2 include a redox potential measuring device ODIC-3 manufactured by Toa Denpa Kogyo Co., Ltd., equipped with a PS-8405 redox potential sensor manufactured by Toa Denpa Kogyo. Control of the flow rate adjusting means 3 based on the measurement result is performed by a known signal transmission system. As the flow rate adjusting means 3, a flow rate adjusting valve can be most preferably used. However, a plurality of other air supply means 4 are prepared, and an appropriate on / off signal is sent to each to adjust the number of operations of the air supply means. It is also possible to adopt a means, a means for providing a plurality of ventilation paths from one air supply means 4 and sending an appropriate on / off signal to adjust the number of ventilation paths. As the air supply means 4, those conventionally used such as an air pump, a blower, a fan, a compressor, a mechanical aeration machine, an oxygen generator and an oxygen cylinder may be used.
[0014]
In order to maintain the redox potential of the solubilized reaction solution within the above range, in addition to controlling the amount of ventilation to the solubilized reaction solution, for example, it is possible to change the input amount of organic solids, or It is also possible to change the solution treatment time (residence time).
[0015]
The organic solid solubilization treatment method of the present invention using the above-described solubilization apparatus can be employed in various conventional methods for organic waste liquid treatment, including anaerobic microbial fermentation, aerobic microbial digestion and Both purification of treated water and volume reduction of sludge can be achieved by appropriately combining with each process such as solid-liquid separation.
[0016]
【Example】
Examples of the present invention will be described below, but the scope of the present invention is not limited by these examples.
Example 1
2L surplus sludge derived from a sewage treatment plant (2% by weight sludge concentration) is introduced into a 5L jar fermenter with an effective volume of 2L, and the aerobic thermophilic bacterium Bacillus stearothermophilus SPT2-1 [FERM P-15395] and using the solubilizer outlined in FIG. 1 at 65 ° C. under conditions of pH = 7.5-8.5 at various redox potentials ranging from −200 to 200 mV. Each solubilization rate when the treatment time was 24 hours was determined, and each dissolved oxygen amount (DO, mg / L) and aeration amount (vvm: aeration amount / effective volume / min) were recorded.
[0017]
The solubilization rate (%) was calculated based on the organic solids (vss) content before and after the solubilization treatment. The measurement of vss was performed according to JISK0102.
[0018]
DO was measured with a dissolved oxygen measuring device DDIC-7 manufactured by Toa Denpa Kogyo Co., Ltd. equipped with a dissolved oxygen sensor for fermentation of OE-8PT2 manufactured by Toa Denpa Kogyo.
[0019]
The results thus obtained are shown in FIG. FIG. 2 shows that the sludge can be well solubilized by maintaining the oxidation-reduction potential in the range of −200 mV to 100 mV. When the oxidation-reduction potential exceeds 100 mV, the solubilization rate is maintained in an almost equilibrium state, and it can be seen that even if the aeration rate is further increased to increase the oxidation-reduction potential, only the energy loss increases.
[0020]
It was shown that a solubilization rate of about 35 to 40% can be achieved when the oxidation-reduction potential is set to -100 mV or more, but the aeration amount for maintaining the oxidation-reduction potential at -100 mV is 0.08 vvm. Yes, DO was 0 at this time. When the air flow rate was controlled based on DO by the conventional method, the air flow rate was 0.2 vvm. Therefore, by setting the oxidation-reduction potential to -100 mV, the air flow rate can be reduced to less than half, and thus energy loss. It was thought that can be suppressed to less than half. Since DO was 0 until the oxidation-reduction potential was about 50 mV, by setting the oxidation-reduction potential in the range of −100 mV to 50 mV, particularly energy loss can be sufficiently suppressed and the solubilization rate is good. Became clear.
[0021]
【The invention's effect】
According to the present invention, in the aerobic or microaerobic solubilization treatment method of sludge used for the treatment of organic waste liquid, a method of achieving good solubilization and low energy loss is provided. This method is based on an oxidation-reduction potential that can be measured relatively easily. For example, the amount of aeration is controlled so as to maintain it within a predetermined range, so that the activity of aerobic bacteria can be easily and efficiently solubilized. However, the amount of heat required for heating can be saved.
[Brief description of the drawings]
FIG. 1 is a diagram schematically showing the configuration of a solubilizing apparatus of the present invention.
FIG. 2 is a graph showing the correlation between the solubilization rate, dissolved oxygen, and aeration rate when sludge is solubilized at various oxidation-reduction potentials.
DESCRIPTION OF SYMBOLS 1 ... Solubilization tank 2 ... Redox potential measuring device 3 ... Aeration amount adjustment means 4 ... Air supply means

Claims (7)

有機性固形物の可溶化処理方法であって、
可溶化槽内の可溶化反応液の汚泥濃度を5000mg/L以上とし、
好気性好熱性菌のバチルス・ステアロサーモフィラスを用いて可溶化するとともに、当該可溶化反応液の酸化還元電位を−200mV以上100mV以下の範囲に調整することを特徴とする有機性固形物の可溶化処理方法。
An organic solid solubilization method comprising :
The sludge concentration of the solubilization reaction liquid in the solubilization tank is set to 5000 mg / L or more,
Organic solids characterized by solubilization using an aerobic thermophilic bacterium Bacillus stearothermophilus and adjusting the redox potential of the solubilized reaction solution to a range of -200 mV to 100 mV Solubilization method.
前記有機性固形物が、余剰汚泥である請求項1に記載の方法。The method according to claim 1, wherein the organic solid is excess sludge. 前記酸化還元電位が、−100mV以上50mV以下の範囲である請求項1または2に記載の方法。The redox potential The method according to claim 1 or 2 which is less than 50mV the range of -100 mV. 前記酸化還元電位が、前記可溶化槽への通気量制御によって調整される請求項1乃至3のいずれか1項に記載の方法。 The redox potential, the method according to any one of claims 1 to 3 is adjusted by controlling the airflow rate to the solubilizer tank. 前記酸化還元電位が、前記可溶化槽への有機性固形物投入量の制御によって調整される請求項1乃至3のいずれか1項に記載の方法。 The redox potential, the method according to any one of claims 1 to 3 is adjusted by the control of the organic solid dosages into the solubilizer tank. 可溶化反応液を貯留する可溶化槽、当該可溶化反応液の酸化還元電位を測定する酸化還元電位測定器、当該可溶化槽への送気手段、および当該送気手段からの空気送気量を調整する通気量調整手段を有する汚泥の可溶化装置であって、
当該可溶化反応液が、汚泥濃度として5000mg/L以上の有機性固形物および好気性好熱性菌のバチルス・ステアロサーモフィラスを含み、
当該酸化還元電位が、−200mV以上100mV以下の範囲であり、かつ、当該通気量調整手段が、当該測定器が測定した可溶化槽内の酸化還元電位の変動に応じて通気量を調整することを特徴とする汚泥の可溶化装置。
Solubilization tank for storing the solubilization reaction, oxidation-reduction potential measuring device for measuring the redox potential of the solubilization reaction, blowing means to the solubilization tank, and air feed amount from the air supply means A sludge solubilization device having an air flow rate adjusting means for adjusting
The solubilized reaction solution contains an organic solid having a sludge concentration of 5000 mg / L or more and an aerobic thermophilic bacterium, Bacillus stearothermophilus,
The oxidation-reduction potential is in the range of −200 mV to 100 mV, and the aeration amount adjusting means adjusts the aeration amount according to the fluctuation of the oxidation-reduction potential in the solubilization tank measured by the measuring device. A sludge solubilizer characterized by
可溶化反応液を貯留する可溶化槽、当該可溶化反応液の酸化還元電位を測定する酸化還元電位測定器、当該可溶化槽への送気手段、当該可溶化槽への有機性固形物投入手段、および有機性固形物投入量調整手段を有する汚泥の可溶化装置であって、
当該可溶化反応液が、汚泥濃度として5000mg/L以上の有機性固形物および好気性好熱性菌のバチルス・ステアロサーモフィラスを含み、
当該酸化還元電位が、−200mV以上100mV以下の範囲であり、かつ、当該有機性固形物投入手段が、当該測定器が測定した可溶化槽内の酸化還元電位の変動に応じて有機性固形物投入量を調整することを特徴とする汚泥の可溶化装置。
Solubilization tank for storing the solubilization reaction, oxidation-reduction potential measuring device for measuring the redox potential of the solubilization reaction, blowing means to the solubilization tank, organic solids introduced into the solubilizing tank And a sludge solubilization device having an organic solid matter input amount adjustment means,
The solubilized reaction solution contains an organic solid having a sludge concentration of 5000 mg / L or more and an aerobic thermophilic bacterium, Bacillus stearothermophilus,
The oxidation-reduction potential is in the range of −200 mV to 100 mV, and the organic solid substance charging means is an organic solid substance according to the fluctuation of the oxidation-reduction potential in the solubilization tank measured by the measuring instrument. A sludge solubilizer characterized by adjusting the input amount.
JP2001048746A 2001-02-23 2001-02-23 Method and apparatus for solubilizing organic solids Expired - Fee Related JP3636670B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001048746A JP3636670B2 (en) 2001-02-23 2001-02-23 Method and apparatus for solubilizing organic solids

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001048746A JP3636670B2 (en) 2001-02-23 2001-02-23 Method and apparatus for solubilizing organic solids

Publications (2)

Publication Number Publication Date
JP2002248496A JP2002248496A (en) 2002-09-03
JP3636670B2 true JP3636670B2 (en) 2005-04-06

Family

ID=18909959

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001048746A Expired - Fee Related JP3636670B2 (en) 2001-02-23 2001-02-23 Method and apparatus for solubilizing organic solids

Country Status (1)

Country Link
JP (1) JP3636670B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4066458B2 (en) * 2004-07-15 2008-03-26 株式会社日立プラントテクノロジー Method and apparatus for reducing excess sludge volume
JP2007196207A (en) * 2005-12-28 2007-08-09 Sumitomo Heavy Ind Ltd Wastewater treatment apparatus and wastewater treatment method
JP2007196208A (en) * 2005-12-28 2007-08-09 Sumitomo Heavy Ind Ltd Wastewater treatment apparatus and wastewater treatment method
JP2007275846A (en) * 2006-04-11 2007-10-25 Sumitomo Heavy Industries Environment Co Ltd Wastewater treatment system and wastewater treatment method
JP2007275847A (en) * 2006-04-11 2007-10-25 Sumitomo Heavy Industries Environment Co Ltd Wastewater treating apparatus and wastewater treating method

Also Published As

Publication number Publication date
JP2002248496A (en) 2002-09-03

Similar Documents

Publication Publication Date Title
EP3369713B1 (en) Nitrogen removal method
JP3048889B2 (en) Activated sludge treatment method and activated sludge treatment apparatus therefor
CA2785538A1 (en) Improved digestion of biosolids in wastewater
KR100546991B1 (en) Organic wastewater treatment method and apparatus
JP3636670B2 (en) Method and apparatus for solubilizing organic solids
JP3176563B2 (en) Treatment of organic waste liquid
JP4729718B2 (en) Organic waste treatment methods
JPH0214119B2 (en)
KR100763640B1 (en) Liquid-waste treating apparatus and liquid-waste treating method
Lee et al. Nitrogen removal characteristics analyzed with gas and microbial community in thermophilic aerobic digestion for piggery waste treatment
KR100440811B1 (en) Method and apparatus of treating organic waste water
JP3725212B2 (en) Activated sludge treatment method and activated sludge treatment apparatus therefor
Alavi et al. Removal of ammonium and organic carbon from leachate by the anammox process in a fixed bed bioreactor
JP2006043649A (en) Treatment method of organic waste and its treatment apparatus
JP2002210489A (en) Treating method of waste water containing polyethylene glycol and apparatus therefor
US9963371B2 (en) Thermo-oxidation of municipal wastewater treatment plant sludge for production of Class A biosolids
JP3212904B2 (en) Organic wastewater treatment method
JP4665693B2 (en) Method and apparatus for treating organic waste
JP3730499B2 (en) Organic wastewater treatment method
JP2005211715A (en) Method and apparatus for treating organic waste liquid
Cheng et al. Effect of atuothermal thermophilic aerobic digestion operation on reactor temperatures
JP3100885B2 (en) Activated sludge treatment method and activated sludge treatment apparatus therefor
US20060151400A1 (en) Biosolids stabilization process
Karthikeyan et al. ANAMMOX” a novel process for nitrogen management in bioreactor landfills–a review
JP4495051B2 (en) Activated sludge treatment method and activated sludge treatment apparatus therefor

Legal Events

Date Code Title Description
TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20041228

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20050105

R150 Certificate of patent or registration of utility model

Ref document number: 3636670

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090114

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100114

Year of fee payment: 5

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110114

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110114

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120114

Year of fee payment: 7

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130114

Year of fee payment: 8

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130114

Year of fee payment: 8

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees