JPH091194A - Excess sludge treatment method - Google Patents

Excess sludge treatment method

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Publication number
JPH091194A
JPH091194A JP7171655A JP17165595A JPH091194A JP H091194 A JPH091194 A JP H091194A JP 7171655 A JP7171655 A JP 7171655A JP 17165595 A JP17165595 A JP 17165595A JP H091194 A JPH091194 A JP H091194A
Authority
JP
Japan
Prior art keywords
sludge
treatment
alkali
excess sludge
organic acid
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.)
Granted
Application number
JP7171655A
Other languages
Japanese (ja)
Other versions
JP3391941B2 (en
Inventor
Yuko Saiki
祐子 斎木
Yasushi Kitagawa
泰 北川
Chikako Iwabuchi
千賀子 岩渕
Seiji Imabayashi
誠二 今林
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.)
NOURINSUISAN SENTAN GIJUTSU SANGYO SHINKO CENTER
Original Assignee
NOURINSUISAN SENTAN GIJUTSU SANGYO SHINKO CENTER
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 NOURINSUISAN SENTAN GIJUTSU SANGYO SHINKO CENTER filed Critical NOURINSUISAN SENTAN GIJUTSU SANGYO SHINKO CENTER
Priority to JP17165595A priority Critical patent/JP3391941B2/en
Publication of JPH091194A publication Critical patent/JPH091194A/en
Application granted granted Critical
Publication of JP3391941B2 publication Critical patent/JP3391941B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00Technologies for the production of fuel of non-fossil origin
    • Y02E50/30Fuel from waste, e.g. synthetic alcohol or diesel

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  • Treatment Of Sludge (AREA)

Abstract

(57)【要約】 【目的】 処理日数が短く、かつ薬品や投入エネルギー
コストが少ない余剰汚泥処理法の提供。 【構成】 アルカリ無添加あるいは0.02N以下のア
ルカリ濃度でアルカリ条件とした余剰汚泥を、嫌気条件
で加温処理して得られた可溶化液を上向流嫌気性汚泥床
法(Upflow Anaerobic Sludge
BlanketProcess)により高速メタン発
酵処理することを特徴とする余剰汚泥の処理方法。
(57) [Summary] [Purpose] Providing an excess sludge treatment method that requires a short number of days for treatment and low chemical and energy input costs. [Structure] Excess sludge treated with alkali without addition of alkali or with an alkali concentration of 0.02 N or less is heated under anaerobic conditions to obtain a solubilized solution, which is then treated with an upflow anaerobic sludge bed method (Upflow Anaerobic Sludge).
A method for treating surplus sludge, which comprises performing high-speed methane fermentation treatment by Blanket Process).

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、活性汚泥処理する際に
生じる余剰汚泥の処理方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for treating surplus sludge generated when treating activated sludge.

【0002】[0002]

【従来の技術】排水を活性汚泥処理する際に多量に発生
する余剰汚泥は、産業廃棄物として処理されている。現
在、余剰汚泥は土壌改良材、コンポスト材料としての利
用が進められているが、より安価な処理方法の開発及び
汚泥発生量の低減が重要な課題となっている。汚泥減量
化方法は、既に実用化されているものも含め、いくつか
の方法が報告されている。最も広く行われているのが嫌
気消化法である。これはメタン菌を含む嫌気性微生物の
作用で汚泥中の有機物を分解し、メタンと二酸化炭素に
変換するものである。この方法は汚泥の減量化とエネル
ギー回収が同時にできる点で優れた方法であるが、消化
に要する日数が35日前後と長く、従って大きな消化槽
を必要とするという欠点をもつ。また、汚泥の脱水性を
向上させたり乾燥させることにより減量化する方法も行
われているが、脱水に関しては技術的限界に近づいてい
ること、乾燥はエネルギーがかかりすぎることから効果
的とはいえない。一方、汚泥を各種の方法で可溶化し、
減量化する方法も報告されている。多くは前述の嫌気消
化法を効率化するための前処理法として研究されてお
り、例えば、嫌気性自己消化、熱処理、微生物処理、超
音波処理等がある。また、好気処理を前提として、酸・
アルカリにより可溶化させ混合する方法、後処理が不要
な方法として好気性自己消化(25〜45℃で曝気する
ことで50〜87%の可溶化)も報告されている。しか
し、これらの方法は処理日数が長い、薬品や投入エネル
ギーコストが高い等の問題点があり、実用的ではない。
なお、余剰汚泥処理に関する特許出願としては、特公昭
56−42995、特開昭53−58377、特開昭6
2−97698、特開平4−326998などがある。
特公昭56−42995「有機性廃棄物の嫌気性消化方
法」には、有機性廃棄物(余剰活性汚泥等)にアルカリ
を添加し消化する方法が開示されている。特開昭53−
58377「有機質肥料の製造方法」には、余剰汚泥を
0.5〜40%重量のアルカリ溶液中において40〜1
00℃の条件で処理し肥料とすることが開示されてい
る。特開昭62−97698「汚泥の再構成および転化
方法」には、有機汚泥をpH10〜13、20〜90℃
に調整して有機汚泥を有用物質に転化する方法が開示さ
れている。さらに、特開平4−326998「有機性汚
泥の処理方法」には、有機性汚泥をアルカリ性にし、5
0〜100℃で処理する方法が開示されている。これら
の先行出願の技術を検討したところ、高温でアルカリ処
理する方法が開示されているが、しかしその処理期間は
10〜20日程度かかり時間的な問題がある。また、同
じアルカリ処理を行なうにも通常0.1N以上の多量の
アルカリ処理液を用いる必要があるなどの問題がある。
さらに、有機性汚泥を、高温、アルカリ処理した可溶化
液をその後どのように利用出来るかという総合的な処理
方法については開示がなかった。
2. Description of the Related Art Excess sludge, which is produced in large quantities when waste water is treated with activated sludge, is treated as industrial waste. Currently, excess sludge is being used as a soil improving material and a composting material, but development of a cheaper treatment method and reduction of sludge generation are important issues. Several sludge reduction methods have been reported, including those already in practical use. Anaerobic digestion is the most widely used method. This is to decompose organic matter in sludge by the action of anaerobic microorganisms containing methane bacteria and convert it into methane and carbon dioxide. This method is an excellent method in that it can reduce the amount of sludge and recover energy at the same time, but it has a drawback that the number of days required for digestion is as long as 35 days and thus a large digestion tank is required. There is also a method of reducing the amount of sludge by improving the dehydration property of the sludge or by drying it, but it is close to the technical limit for dehydration, and drying is effective because it takes too much energy. Absent. On the other hand, solubilize sludge by various methods,
A method for reducing the weight has also been reported. Many have been studied as a pretreatment method for improving the efficiency of the above-described anaerobic digestion method, and examples thereof include anaerobic autolysis, heat treatment, microbial treatment, and ultrasonic treatment. Also, assuming aerobic treatment,
Aerobic autolysis (50 to 87% solubilization by aeration at 25 to 45 ° C) is also reported as a method of solubilizing with an alkali and mixing, and a method of requiring no post-treatment. However, these methods have problems such as long treatment days, high costs of chemicals and input energy, and are not practical.
Patent applications relating to the treatment of excess sludge include Japanese Patent Publication No. 56-42995, Japanese Patent Application Laid-Open No. 53-58377, and Japanese Patent Application Laid-Open No.
2-97698, JP-A-4-326998 and the like.
Japanese Examined Patent Publication No. 56-42995 "Anaerobic digestion method of organic waste" discloses a method of digesting an organic waste (excess activated sludge etc.) by adding an alkali. JP-A-53-
58377 "Method for producing organic fertilizer", the excess sludge in an alkaline solution of 0.5-40% by weight 40-1
It is disclosed that the fertilizer is processed under the condition of 00 ° C. In JP-A-62-97698 "Method of reconstructing and converting sludge", organic sludge having a pH of 10 to 13 and 20 to 90 ° C is used.
The method of converting organic sludge into useful substances by adjusting the above is disclosed. Furthermore, in Japanese Unexamined Patent Publication No. 4-326998 "Method for treating organic sludge", the organic sludge is made alkaline and
A method of treating at 0-100 ° C is disclosed. As a result of examining the techniques of these prior applications, a method of performing alkali treatment at high temperature is disclosed, but the treatment period takes about 10 to 20 days and there is a time problem. Further, there is a problem that it is necessary to use a large amount of alkali treatment liquid of 0.1 N or more even if the same alkali treatment is performed.
Further, there is no disclosure about a comprehensive treatment method of how the solubilized liquid obtained by treating the organic sludge at high temperature with an alkali can be used thereafter.

【0003】[0003]

【発明が解決しようとする課題】本発明は、上記のよう
な従来技術の問題点を解消し、処理日数が短く、かつ薬
品や投入エネルギーコストが少ない余剰汚泥処理法の提
供を目的とする。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above-mentioned problems of the prior art and to provide an excess sludge treatment method which requires a short treatment time and a low cost of chemicals and input energy.

【0004】[0004]

【構成】本発明者らは、上記のような問題点に着目し、
従来よりも少量のアルカリ溶液で、短時間(2〜3
日)に余剰汚泥を可溶化することにより有機酸生成率を
高めた可溶化液を製造し、さらに前記有機酸生成率を
高めた可溶化液を上向流嫌気性汚泥床法により高速メタ
ン発酵処理することにより、全体として少ないアルカリ
およびエネルギー量で効率良く余剰汚泥を処理できる方
法を開発することを課題とした。すなわち、本発明は、
アルカリ無添加あるいは0.02N以下のアルカリ濃度
でアルカリ条件とした余剰汚泥を、40〜80℃で加温
処理し、得られた可溶化液を上向流嫌気性汚泥床法(U
pflow Anaerobic SludgeBla
nket Process)により高速メタン発酵処理
することを特徴とする余剰汚泥の処理方法に関する。本
発明でいう余剰汚泥とは、炭素、窒素、リン、硫黄成分
等を含む有機性汚泥で、食品、薬品等の工場及び下水処
理場等から排出されるものをいう。前記余剰汚泥に対す
るアルカリの添加量は、処理する余剰汚泥全体に対して
アルカリ無添加あるいは0.02N以下、好ましくは
0.01Nになるようにする。アルカリ条件が0.02
Nを越えると自己消化反応が阻害され、有機酸生成率が
急激に低下する。本発明で使用する前記アルカリの種類
は特に限定されるものではないが、例えば、水酸化ナト
リウム、水酸化カリウム、水酸化カルシウム、水酸化マ
グネシウムなどが利用できる。このうち、特に水酸化ナ
トリウム、水酸化カリウムなどが効果がある。これらア
ルカリは、水溶液、または固体の状態で添加するのが好
ましい。アルカリを添加した後の加温温度は、好ましく
は40〜80℃、さらに好ましくは60℃以上である。
加温温度が40℃未満では、本発明の目的を達成するに
必要な余剰汚泥の可溶化率を達成することができず、ま
た80℃を越える温度に加温することは熱経済性および
自己消化反応阻害による有機酸生成率の低下の点から好
ましくない。従って本発明の目的を達成するに必要な可
溶化率および有機酸生成率が得られ、かつ加温に要する
熱エネルギーが最少量で済む60℃近傍で行うのが好ま
しい。また、加温処理時間は、アルカリ条件あるいは加
温温度、余剰汚泥の種類、さらには所望の可溶化率およ
び有機酸生成率によっても相違するが、通常1〜5日程
度であるが、60℃程度の加温時間で、所望の可溶化率
を得るためには2日程度が好ましい。
[Structure] The inventors have paid attention to the above problems,
With a smaller amount of alkaline solution than before, for a short time (2-3
To produce a solubilized liquid with an increased organic acid production rate by solubilizing excess sludge, and then use the upflow anaerobic sludge bed method to perform high-speed methane fermentation using the solubilized liquid with an increased organic acid production rate. The problem was to develop a method that can treat excess sludge efficiently by treating with a small amount of alkali and energy as a whole. That is, the present invention
Excess sludge that has been alkali-free or alkali-conditioned with an alkali concentration of 0.02 N or less is heated at 40 to 80 ° C., and the resulting solubilized liquid is subjected to an upflow anaerobic sludge bed method (U
pflow Anaeroic SludgeBla
The present invention relates to a method for treating surplus sludge, which is characterized by performing a high-speed methane fermentation treatment by an nket process. The surplus sludge referred to in the present invention is an organic sludge containing carbon, nitrogen, phosphorus, sulfur components and the like, which is discharged from factories such as foods and chemicals, and sewage treatment plants. The amount of alkali added to the excess sludge is such that no alkali is added to the entire excess sludge to be treated or 0.02 N or less, preferably 0.01 N. Alkaline condition is 0.02
If it exceeds N, the self-digestion reaction is hindered, and the organic acid production rate sharply decreases. The type of the alkali used in the present invention is not particularly limited, but for example, sodium hydroxide, potassium hydroxide, calcium hydroxide, magnesium hydroxide and the like can be used. Of these, sodium hydroxide and potassium hydroxide are particularly effective. These alkalis are preferably added in the form of an aqueous solution or a solid. The heating temperature after addition of the alkali is preferably 40 to 80 ° C, more preferably 60 ° C or higher.
If the heating temperature is lower than 40 ° C, the solubilization rate of the excess sludge required to achieve the object of the present invention cannot be achieved, and heating to a temperature higher than 80 ° C will lead to thermal economy and self-heating. It is not preferable from the viewpoint of a decrease in the organic acid production rate due to the inhibition of the digestive reaction. Therefore, it is preferable that the solubilization rate and the organic acid production rate required to achieve the object of the present invention are obtained, and the heating energy required for heating is around 60 ° C., which requires a minimum amount of thermal energy. Further, the heating treatment time is usually about 1 to 5 days, though it varies depending on the alkaline conditions or the heating temperature, the type of excess sludge, and the desired solubilization rate and organic acid production rate, but 60 ° C. In order to obtain a desired solubilization rate with a heating time of about 2 days, about 2 days are preferable.

【0005】前記アルカリ添加後の加温処理は、好気条
件でも嫌気条件でも行うことは可能であるが、嫌気条件
の方がより反応が促進される。前記のようにして得られ
た可溶化液を次にUASB法により高速メタン発酵処理
するためには、可溶化率が30%以上で、有機酸生成率
が15%以上であることが好ましい。可溶化率が30%
未満では有機酸が十分に生成せず、また有機酸生成率が
15%未満では得られた上清の酸発酵を充分行わないと
UASB処理におけるメタン生成が効率的に行われない
可能性がある。本発明の条件では、pH処理の条件、お
よび加温処理温度によって多少可溶化率および有機酸生
成率が変化するが、通常可溶化率は20%以上、有機酸
生成率は10%以上となる。このうち、前記のようなU
ASB法により高速メタン発酵処理するために好適な可
溶化率が30%以上で、有機酸生成率が15%以上の可
溶化液は例えばアルカリ添加量として0.01N(最終
濃度として)、加熱処理温度が60〜80℃、加熱処理
時間2日で余剰汚泥を加温処理することによって行うこ
とができる。本発明でいう前記可溶化率とは、汚泥の全
有機炭素重量に対する、pH調整と加熱処理を行った後
の上清画分中の有機炭素重量の割合を示したもので、以
下の式で算出される数値をいう。 可溶化率(%)=上清画分の有機炭素重量(TOC)/
汚泥の全有機炭素重量×100 また、有機酸生成率は、汚泥をpH調整し加温処理した
後の、上清画分の中の、酢酸、プロピオン酸、酪酸、吉
草酸等の有機酸の炭素重量の割合を示したものであり、
以下の式で算出されるものである。 有機酸生成率(%)=上清画分の酢酸等の有機酸の炭素
重量/汚泥の全有機炭素重量×100 前記可溶化液は、固液分離した後にメタン発酵処理装置
に供給されるが、本発明でメタン発酵処理に使用する装
置は、従来UASB法による高速メタン発酵処理に用い
られている装置を使用することが可能である。
The heating treatment after the alkali addition can be carried out under aerobic or anaerobic conditions, but the reaction is promoted more under anaerobic conditions. In order to subject the solubilized liquid obtained as described above to a high-speed methane fermentation treatment by the UASB method, the solubilization rate is preferably 30% or more and the organic acid production rate is preferably 15% or more. Solubilization rate is 30%
If the amount is less than 1, the organic acid is not sufficiently produced, and if the organic acid production rate is less than 15%, the methane production in the UASB treatment may not be efficiently performed unless the obtained supernatant is sufficiently acid-fermented. . Under the conditions of the present invention, the solubilization rate and the organic acid production rate slightly change depending on the pH treatment conditions and the heating treatment temperature, but the solubilization rate is usually 20% or more and the organic acid production rate is 10% or more. . Of these, U as described above
A solubilization solution having a solubilization rate of 30% or more and an organic acid production rate of 15% or more suitable for high-speed methane fermentation treatment by the ASB method is, for example, 0.01 N as an alkali addition amount (as a final concentration), and a heat treatment. It can be performed by heating the excess sludge at a temperature of 60 to 80 ° C. for a heat treatment time of 2 days. The solubilization rate as referred to in the present invention indicates the ratio of the weight of organic carbon in the supernatant fraction after pH adjustment and heat treatment to the total weight of organic carbon of sludge, which is expressed by the following formula. A numerical value that is calculated. Solubilization rate (%) = organic carbon weight (TOC) of supernatant fraction /
Total organic carbon weight of sludge × 100 In addition, the organic acid production rate is the organic acid such as acetic acid, propionic acid, butyric acid, and valeric acid in the supernatant fraction after pH adjustment and heating treatment of sludge. It shows the ratio of carbon weight,
It is calculated by the following formula. Organic acid production rate (%) = carbon weight of organic acids such as acetic acid in the supernatant fraction / total organic carbon weight of sludge × 100 The solubilizing liquid is supplied to the methane fermentation treatment apparatus after solid-liquid separation. As the apparatus used for the methane fermentation treatment in the present invention, the apparatus conventionally used for the high-speed methane fermentation treatment by the UASB method can be used.

【0006】[0006]

【実施例】以下、本発明の具体的実施例を示す。EXAMPLES Specific examples of the present invention will be described below.

【0007】実施例1 (1)余剰汚泥処理のpH調整による可溶化率、有機酸
生成率への影響 活性汚泥処理で発生した余剰汚泥100mlに、表1に
示すアルカリ無添加あるいは水酸化ナトリウムを添加し
てアルカリ条件とし、これを嫌気グローブボックス内で
気相を置換した後固く密封し、インキュベーターに入
れ、50、60、70、80℃で2日間保った。その
後、加熱後の可溶化液を0.45μmのメンブランフィ
ルターで濾過し、得られた上清の可溶化率と有機酸生成
率を調べた。対照とし、上記と同じ余剰汚泥に表1に示
す酸添加を行い、同条件で処理した後可溶化率と有機酸
生成率を調べた。なお、可溶化率は島津製作所製TOC
分析計(TOC−5000)で、有機酸生成率は島津製
作所製HPLC(LC−10有機酸分析システム)で測
定した。その結果を図1および図2に示すが、可溶化率
が高くかつ有機酸生成率が良好であるpH調整は、アル
カリ無添加または0.02Nまでの低アルカリ濃度であ
ることがわかる。
Example 1 (1) Effect on solubilization rate and organic acid production rate by adjusting pH of excess sludge treatment To 100 ml of excess sludge generated by activated sludge treatment, alkali-free or sodium hydroxide shown in Table 1 was added. The mixture was added under alkaline conditions to replace the gas phase in an anaerobic glove box, then tightly sealed, placed in an incubator, and kept at 50, 60, 70, 80 ° C. for 2 days. Then, the solubilized solution after heating was filtered with a 0.45 μm membrane filter, and the solubilization rate and the organic acid production rate of the obtained supernatant were examined. As a control, the same excess sludge as above was added with the acids shown in Table 1 and treated under the same conditions, and then the solubilization rate and the organic acid production rate were examined. The solubilization rate is TOC manufactured by Shimadzu Corporation.
The organic acid production rate was measured with an analyzer (TOC-5000) by Shimadzu Corporation HPLC (LC-10 organic acid analysis system). The results are shown in FIGS. 1 and 2, and it can be seen that pH adjustment in which the solubilization rate is high and the organic acid production rate is good is an alkali-free condition or a low alkali concentration up to 0.02N.

【表1】 [Table 1]

【0008】(2)余剰汚泥の可溶化とメタン発酵 本実施例においては、余剰汚泥を可溶化し、固液分離し
て得られた上清のメタン発酵性を調べた。まず、実施例
1の(1)に準じ、0.01Nの水酸化ナトリウムを添
加してアルカリ条件とし、60℃で2日間嫌気静置した
余剰汚泥を固液分離し、可溶化液上清を得た。つぎに、
この上清300mlに嫌気処理水700ml、嫌気汚泥
4gVSSを加え(COD負荷0.5g、pH6.
8)、図3に示す装置により35℃で撹拌し、発生する
気体を0.2N水酸化ナトリウム水溶液に通気後捕集、
5時間後にその体積を測定した。一方対照として、余剰
汚泥に、0.03Nの水酸化ナトリウムを添加してアル
カリ条件としたものを上記と同様に処理し反応させた。
その結果、同じCOD量の酢酸ナトリウムより理論上発
生するメタンの体積(175ml)を基準とした各メタ
ンの回収率は、表2のとおりとなった。
(2) Solubilization of Excess Sludge and Methane Fermentation In this example, the excess sludge was solubilized and the methane fermentation property of the supernatant obtained by solid-liquid separation was examined. First, according to (1) of Example 1, 0.01N sodium hydroxide was added to make alkaline conditions, and excess sludge left to stand anaerobically at 60 ° C. for 2 days was subjected to solid-liquid separation, and the solubilized liquid supernatant was obtained. Obtained. Next,
To 300 ml of this supernatant, 700 ml of anaerobic treated water and 4 g VSS of anaerobic sludge were added (COD load 0.5 g, pH 6.
8), agitated at 35 ° C. by the device shown in FIG.
The volume was measured after 5 hours. On the other hand, as a control, excess sludge added with 0.03 N sodium hydroxide under alkaline conditions was treated and reacted in the same manner as above.
As a result, the recovery rate of each methane based on the theoretically generated methane volume (175 ml) from sodium acetate having the same COD amount is shown in Table 2.

【表2】 [Table 2]

【0009】(3)可溶化液のUASB処理 実施例1の(1)の方法に準じ、余剰汚泥に、0.01
Nの水酸化ナトリウムを添加し、60℃で嫌気条件で2
日間静置し固液分離した上清を、表3に示す条件で、図
4に示す装置を用いてUASB処理を行った。
(3) UASB treatment of solubilized liquid According to the method of (1) of Example 1, 0.01 was added to excess sludge.
Add sodium hydroxide (N) at 60 ° C under anaerobic condition 2
The supernatant obtained by allowing to stand for a day and solid-liquid separation was subjected to UASB treatment under the conditions shown in Table 3 using the apparatus shown in FIG.

【表3】反応槽容積 500ml 原水TOC 350−500mg/L 流速 2.2L/d TOC負荷 1.5−2.2kg/L/d 温度 35℃ HRT 5.5h TOC負荷2.2kg/L/dでの4日間の平均のTO
C除去率は88%であった。 図1の元データ 条件:嫌気状態で2日間静置 数字は可溶化率(%)を表す。
[Table 3] Reaction tank volume 500 ml Raw water TOC 350-500 mg / L Flow rate 2.2 L / d TOC load 1.5-2.2 kg / L / d Temperature 35 ° C. HRT 5.5 h TOC load 2.2 kg / L / d Average TO for 4 days
The C removal rate was 88%. Original data of FIG. 1 Conditions: anaerobic state, standing for 2 days Numbers represent solubilization rate (%).

【表4】 図2の元データ 条件:図1の場合と同様 数字は有機酸生成率(%)を表す。[Table 4] Original data of FIG. 2 Conditions: The same as in the case of FIG. 1 The numbers represent the organic acid production rate (%).

【表5】 [Table 5]

【0010】[0010]

【発明の効果】本発明の実施により、従来よりも少量
のアルカリ溶液で、短時間(1〜5日)に余剰汚泥を
可溶化し、さらに前記条件で生成された可溶化液の有
機酸生成率を高め、UASB高速メタン発酵を組み合わ
せることにより、全体として少ないアルカリ量で効率良
く余剰汚泥を処理できる。
By carrying out the present invention, excess sludge is solubilized in a short time (1 to 5 days) with a smaller amount of alkaline solution than before, and organic acid is produced in the solubilized solution produced under the above conditions. By increasing the rate and combining UASB high-speed methane fermentation, excess sludge can be efficiently treated with a small amount of alkali as a whole.

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

【図1】バッチ方式における可溶化率に対するpH、温
度の影響(2日目)を示す図である。
FIG. 1 is a diagram showing the influence of pH and temperature on the solubilization rate in a batch system (second day).

【図2】有機酸生成率に対するpH、温度の影響を示す
図である。
FIG. 2 is a diagram showing the influence of pH and temperature on the organic acid production rate.

【図3】実施例1(2)のメタン発酵操作を示す概要図
である。
FIG. 3 is a schematic diagram showing a methane fermentation operation of Example 1 (2).

【図4】UASBを用いた可溶化液のメタン発酵操作を
示す概要図である。
FIG. 4 is a schematic diagram showing a methane fermentation operation of a solubilized solution using UASB.

【符号の説明】[Explanation of symbols]

A HCl、0.03N(pH2.4) B HCl、0.02N(pH3.6) C HCl、0.01N(pH6.1) D pH無調整(pH7.7) E NaOH、0.01N(pH10.1) F NaOH、0.02N(pH11.3) G NaOH、0.03N(pH11.7) A HCl, 0.03N (pH 2.4) B HCl, 0.02N (pH 3.6) C HCl, 0.01N (pH 6.1) D No pH adjustment (pH 7.7) E NaOH, 0.01N (pH 10) .1) F NaOH, 0.02N (pH 11.3) G NaOH, 0.03N (pH 11.7)

───────────────────────────────────────────────────── フロントページの続き (72)発明者 岩渕 千賀子 東京都大田区大森北2−13−1 アサヒビ ール株式会社酒類開発研究所内 (72)発明者 今林 誠二 東京都大田区大森北2−13−1 アサヒビ ール株式会社酒類開発研究所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Chikako Iwabuchi 2-13-1, Omorikita, Ota-ku, Tokyo Asahi Biru Co., Ltd. Alcoholic Beverage Development Laboratory (72) Inventor Seiji Imabayashi 2-Omorikita, Ota-ku, Tokyo 13-1 Asahi Biru Co., Ltd. Liquor Development Laboratory

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 アルカリ無添加あるいは0.02N以下
のアルカリ濃度でアルカリ条件とした余剰汚泥を、嫌気
条件で加温処理して得られた可溶化液を上向流嫌気性汚
泥床法(Upflow Anaerobic Slud
ge Blanket Process、以下、UAS
B法ともいう。)により高速メタン発酵処理することを
特徴とする余剰汚泥の処理方法。
1. An upflow anaerobic sludge bed method (Upflow) is carried out using a solubilized liquid obtained by heating excess sludge that has been alkali-free with an alkali concentration of 0.02 N or less under an anaerobic condition. Anaeroic Slud
ge Blanket Process, UAS
Also called B method. ) Is used for high-speed methane fermentation treatment.
JP17165595A 1995-06-15 1995-06-15 Excess sludge treatment method Expired - Fee Related JP3391941B2 (en)

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JP17165595A JP3391941B2 (en) 1995-06-15 1995-06-15 Excess sludge treatment method

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JP3391941B2 JP3391941B2 (en) 2003-03-31

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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8728811B2 (en) 2002-03-25 2014-05-20 Takara Bio Inc. Process for producing cytotoxic lymphocyte

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8728811B2 (en) 2002-03-25 2014-05-20 Takara Bio Inc. Process for producing cytotoxic lymphocyte

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