JPS60187399A - Thermal treatment of sludge - Google Patents

Thermal treatment of sludge

Info

Publication number
JPS60187399A
JPS60187399A JP4217484A JP4217484A JPS60187399A JP S60187399 A JPS60187399 A JP S60187399A JP 4217484 A JP4217484 A JP 4217484A JP 4217484 A JP4217484 A JP 4217484A JP S60187399 A JPS60187399 A JP S60187399A
Authority
JP
Japan
Prior art keywords
sludge
heat
treatment
treated
heat treatment
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
JP4217484A
Other languages
Japanese (ja)
Other versions
JPH0148836B2 (en
Inventor
Hiroshi Shimizu
清水 洽
Shinji Oba
真治 大庭
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.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP4217484A priority Critical patent/JPS60187399A/en
Publication of JPS60187399A publication Critical patent/JPS60187399A/en
Publication of JPH0148836B2 publication Critical patent/JPH0148836B2/ja
Granted legal-status Critical Current

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  • Treatment Of Sludge (AREA)

Abstract

PURPOSE:To reduce the amt. of air to blow in for the aeration and to reduce sharply the cost of treatment by adding activated clay or a similar substance in the treatment of sludge, and regulating the reaction temp. to 110-165 deg.C. CONSTITUTION:The sludge 2 which is preheated by a heat exchanger 4 is supplied into the lower part of a reactor 5, heated to 165 deg.C by the steam 6 blown into the lower part, and simultaneously pressurized by compressed air 7 at about 10kg/cm<2> pressure which is blown into the lower part. Activated clay or a smiliar substance 8 is also supplied into the reactor 5, and added when the sludge 2 is thermally treated. Then the heat of the sludge 2 is recovered by the heat exchanger 4, and the sludge is cooled to ordinary temp. and sent to a concentration vessel 11. The sludge 2, settled and separated in the concentration vessel 11, is dehydrated with a filter press 12. The liquid 10 separated from the thermal treatment is treated with activated sludge in a circulation-type aeration vessel for many hours.

Description

【発明の詳細な説明】 本発明は、下水や廃水の処理によって発生した汚泥を調
質するための、汚泥の熱処理方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for heat treatment of sludge for refining sludge generated by treatment of sewage and wastewater.

一般に下水や廃水の処理によって発生した汚泥は、いっ
たん汚泥貯溜槽に貯溜した後、熱変換器で予熱して反応
器に供給し、反応器内に吹込んだ蒸気によって刀口温す
ると共に、反応器内に吹込んだ圧縮空気によって加圧し
、熱処理反応によって汚泥の沈降分離性および脱水性を
改善すると共に、悪臭成分をも酸化分解するようにして
いる。
Generally, sludge generated from the treatment of sewage and wastewater is stored in a sludge storage tank, then preheated with a heat converter and supplied to a reactor. It is pressurized by compressed air blown into the tank, and a heat treatment reaction improves the settling and dewatering properties of the sludge, and also oxidizes and decomposes malodorous components.

ところが、反応温度が200’C程度の高温熱処理を行
うと、汚泥から高濃度の有機物が溶出して液側に移行し
、これが熱処理分離液として排出されるため、その熱処
理分離液を活性汚泥法で処理しにくいという欠点があっ
た。そこで最近では、反応温度を下げて165℃程度の
低温熱処理を行い、熱処理分離液中の有機物濃度の低減
化を図ることも行われているが、熱処理分離液にはフミ
ン酸やフルボ酸類似物質等の難分解性物質が溶出成分と
して含まれている た高い色度を有し、これを活性汚泥
法で処理するには、ばつ気処理のために多量の吹込み空
気量を必要とし、処理コストが高くなるという欠点があ
った。
However, when high-temperature heat treatment is performed at a reaction temperature of about 200'C, high-concentration organic matter is eluted from the sludge and transferred to the liquid side, which is discharged as heat-treated separated liquid. The disadvantage was that it was difficult to process. Therefore, recently, attempts have been made to lower the reaction temperature and perform low-temperature heat treatment at around 165°C in order to reduce the concentration of organic substances in the heat-treated separated liquid. It contains difficult-to-decompose substances such as eluted substances and has a high chromaticity.To treat this with the activated sludge method, a large amount of blown air is required for aeration treatment. The disadvantage was that the cost was high.

本発明は、上記従来の欠点に鑑みて提案されたもので、
予熱された汚泥が供給される反応器内に蒸気と圧縮空気
を吹込んで汚泥の調質を行うようにした汚泥の熱処理方
法において、汚泥の熱処理反応時に活性白土又はその類
似物質を添加すると共に、反応温度が110℃〜165
℃となるようにしたことを特徴とするものである。
The present invention was proposed in view of the above-mentioned conventional drawbacks, and
In a sludge heat treatment method in which sludge is tempered by blowing steam and compressed air into a reactor to which preheated sludge is supplied, activated clay or a similar substance is added during the sludge heat treatment reaction, and Reaction temperature is 110℃~165℃
℃.

本発明の汚泥の熱処理方法によれば、汚泥から溶出した
難分解性物質を、汚泥の熱処理反応時に添加した活性白
土又はその類似物質に吸着させて汚泥と共に排出させる
ことができるから、熱処理分離液の色度を低下させるこ
とができる。
According to the sludge heat treatment method of the present invention, the refractory substances eluted from the sludge can be adsorbed to activated clay or a similar substance added during the sludge heat treatment reaction, and can be discharged together with the sludge. chromaticity can be reduced.

また、熱処理分離液を単独で処理し、水処理系に返送す
るに際し、単独で活性汚泥処理をするとき、ばつ気処理
のために必要とする吹込み空気量を著しく低減すること
ができるから、処理コストを大巾に削減することができ
、また水処理系への返送負荷を低減できる等多くの利点
が生じ、下水や廃水の処理によって発生した汚泥を調質
する上で、きわめて有効である。
In addition, when the heat-treated separated liquid is treated alone and returned to the water treatment system, the amount of blown air required for aeration treatment can be significantly reduced when activated sludge treatment is performed alone. It has many advantages such as significantly reducing treatment costs and reducing the return load to the water treatment system, and is extremely effective in refining sludge generated from sewage and wastewater treatment. .

以下、本発明の実施例を図面を参照して具体的に説明す
る。
Embodiments of the present invention will be specifically described below with reference to the drawings.

図面は本発明の汚泥の熱処理方法の1実施例を示す工程
図である。
The drawings are process diagrams showing one embodiment of the sludge heat treatment method of the present invention.

図中1は汚泥貯溜槽で、下水や廃水の処理によって発生
した汚泥2は、いったん汚泥貯溜槽1に貯溜された後、
ポンプ3により熱交換器4に供給され、ここで予熱され
た後反応器5の下部に供給され反応器5に供給された汚
泥2は、・反応器5の下部に吹込まれている蒸気6によ
って165℃程度まで加温されるとともに、反応器5の
下部に吹込まれている10Kq/crA程度の圧縮突気
7によって加圧され、反応器5内で低温熱処理されるが
、反応器5内には別に活性白土又はその類似物質8が供
給され、汚泥2の熱処理反応時に添加されるようになっ
ている。反応器5から排出される排ガス9は、図示しな
いスクラバーに導かれて除湿冷却された後、脱臭塔へ送
られて脱臭処理されることになる。反応器5で低温熱処
理された汚泥2は熱交換器4に導かれて熱回収され、常
温まで冷却されて濃縮槽11に送られる。濃縮槽11に
おいて沈降分離された汚泥2は、フィルタープレス12
により脱水処理され、また、濃縮槽11において汚泥2
と分離された熱処理分離液10は、図示しない循環式長
時間ばつ気処理槽において活性汚泥処理され、その後水
処理系に返送される。
In the figure, 1 is a sludge storage tank, and sludge 2 generated from the treatment of sewage and wastewater is once stored in the sludge storage tank 1.
The sludge 2 is supplied to the heat exchanger 4 by the pump 3, preheated there, and then supplied to the lower part of the reactor 5. The sludge 2 is It is heated to about 165°C and pressurized by compressed air 7 of about 10 Kq/crA blown into the lower part of the reactor 5, and is subjected to low-temperature heat treatment in the reactor 5. Activated clay or a similar substance 8 is separately supplied and added during the heat treatment reaction of the sludge 2. The exhaust gas 9 discharged from the reactor 5 is guided to a scrubber (not shown), dehumidified and cooled, and then sent to a deodorizing tower where it is deodorized. The sludge 2 subjected to low-temperature heat treatment in the reactor 5 is led to a heat exchanger 4 where heat is recovered, cooled to room temperature, and sent to a thickening tank 11. The sludge 2 sedimented and separated in the thickening tank 11 is passed through the filter press 12.
The sludge 2 is dehydrated in the thickening tank 11.
The heat-treated separated liquid 10 is subjected to activated sludge treatment in a circulation type long-time aeration treatment tank (not shown), and then returned to the water treatment system.

上記工程よりなる本発明の汚泥の熱処理方法においては
、汚泥は低温熱処理されるので、汚泥から高濃度の有機
物の溶出は最小限に軽減される。また、汚泥から溶出し
たフミン酸やフルボ酸類似物質等の難分解性物質は、汚
泥の熱処理反応時に添加される活性白土又はその類似物
質に吸着されるから、熱処理分離液の色度を低下させる
ことができる。そして、熱処理分離液には難分解性物質
が低減されているので、熱処理分離液をばつ気処理する
ために必要とする吹込み突気量を著しく低減することが
でき、活性汚泥の処理コストを大巾に削減することがで
きる。
In the sludge heat treatment method of the present invention comprising the above steps, the sludge is subjected to low-temperature heat treatment, so that the elution of high-concentration organic matter from the sludge is minimized. In addition, persistent substances such as humic acid and fulvic acid-like substances eluted from the sludge are adsorbed by activated clay or similar substances added during the heat treatment reaction of the sludge, reducing the chromaticity of the heat-treated separated liquid. be able to. In addition, since the heat-treated separated liquid contains less refractory substances, the amount of blown air required to aerate the heat-treated separated liquid can be significantly reduced, reducing activated sludge treatment costs. It can be reduced to a large extent.

次に、上記工程よりなる本発明の汚泥の熱処理方法の有
効性を確認するために、汚泥の熱処理反応時に活性白土
を添加しない場合と、添加r P ) した場合における熱処理分離液の性状と、その熱処理分
離液を循環式長時間ばつ気処理した処理水の性状を分析
したところ、次表に示すような分析結果を得ることがで
きる。
Next, in order to confirm the effectiveness of the sludge heat treatment method of the present invention comprising the above steps, we will examine the properties of the heat-treated separated liquid when activated clay is not added during the sludge heat treatment reaction and when activated clay is added, When the properties of the treated water obtained by subjecting the heat-treated separated liquid to long-term circulation treatment were analyzed, the analysis results shown in the following table were obtained.

表−■は活性白土を添加しないで汚泥を反応温度165
℃程度で従来の熱処理をしたmAの・熱処理分離液と、
その熱処理分離液を循環式長時間ばつ気処理した処理水
の分析値を示し、ばつ気処理に要した吹込み空気量は、
熱処理分離液1ゴ当り略32ONm’であった。
Table - ■ shows the reaction temperature of sludge at 165 without adding activated clay.
A heat-treated separated liquid of mA that has been conventionally heat-treated at about ℃,
The analysis value of the treated water obtained by circulating the heat-treated separated liquid for a long time is shown, and the amount of blown air required for the aeration treatment is as follows:
It was approximately 32 ONm' per heat-treated separated liquid.

表−■ (従来・・・・・・活性白土無垢7111 )(6) 表−■は活性白土を10チ(重量)添加して汚泥を反応
WA度165℃程度で本発明の方法により熱処理した場
合の熱処理分離液と、その熱処理分離液を循環式長時間
ばつ気処理した処理水の分析値を示し、ばつ気処理に要
した吹込み空気量は、熱処理分離液1d当り略96Nd
であった。
Table -■ (Conventional...Activated clay pure 7111) (6) Table -■ shows that 10 inches (by weight) of activated clay was added and the sludge was heat-treated by the method of the present invention at a reaction WA degree of about 165°C. The analytical values of the heat-treated separated liquid and the treated water obtained by circulating the heat-treated separated liquid for a long time are shown.
Met.

表−■ C本発明・・・・・・活性白土10チ(重量)添加)こ
の分析値から明らかなように、汚泥の熱処理反応時に活
性白土を添加すると、活性白土を添加しない場合と比較
して熱処理分離液のSS(7) やBOD 、 CODMn、 T N (トータル窒素
)。
Table - ■C Invention: Addition of 10 g of activated clay SS (7), BOD, CODMn, and TN (total nitrogen) of the heat-treated separated liquid.

T−PCトータルリン)の濃度及び色度はいずれも大巾
に低減しており、熱処理によって汚泥から溶出した難分
解性物質等が活性白土に効果的に吸着して除去されたこ
とが解る。
Both the concentration and chromaticity of T-PC (total phosphorus) were significantly reduced, indicating that the refractory substances eluted from the sludge by the heat treatment were effectively adsorbed to the activated clay and removed.

このように、本発明の汚泥の熱処理方法によれば、熱処
理分離液には難分解性物質が低減されているので、熱処
理分離液をばつ気処理するに要する吹込み空気量は従来
の約1/3となり、。
As described above, according to the sludge heat treatment method of the present invention, the amount of refractory substances in the heat-treated separated liquid is reduced, so the amount of blown air required to atomize the heat-treated separated liquid is approximately 1 /3.

活性汚泥の処理コストを大巾に削減することができるこ
とになる。
This means that the cost of processing activated sludge can be significantly reduced.

なお、本発明の方法によって熱処理された汚泥の脱水性
は、比抵抗で107〜108(515−2/f )のオ
ーダーにあり、反応温度が110℃〜165℃の範囲内
であれば、汚泥の熱処理反応時に活性白土又はその類似
物質を添加する効果が十分にあることが解った。又添加
する活性白土又はその類似物質の量は、熱処理する汚泥
に対し、5〜10%(重量)程度の小量で十分であった
1゜以上説明したように、本発明によれば、汚泥(8) を熱処理してできる熱処理分離液を活性汚泥法で容易に
処理することができ、その処理コストを大巾に削減する
ことができる等大きな利点を有し、下水や廃水の処理に
よって発生した汚泥を調質する上できわめて有効な汚泥
の熱処理方法を提供し得るものである。
The dewaterability of the sludge heat-treated by the method of the present invention is on the order of 107 to 108 (515-2/f) in terms of specific resistance, and if the reaction temperature is within the range of 110°C to 165°C, the sludge It was found that the addition of activated clay or a similar substance during the heat treatment reaction is sufficiently effective. In addition, the amount of activated clay or similar substances to be added is sufficient to be as small as 5 to 10% (by weight) of the sludge to be heat treated.As explained above, according to the present invention, sludge (8) The heat-treated separated liquid produced by heat-treating water can be easily treated using the activated sludge method, which has great advantages such as the ability to drastically reduce the treatment cost. The present invention provides a method for heat treatment of sludge that is extremely effective in refining sludge.

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

図面は本発明の汚泥の熱処理方法の1実施例を示す工程
図である。 1・・・・・・汚泥貯溜槽 2・・・・・・汚泥3・・
・・・・ポンプ 4・・・・・・熱交換器5・・・・・
・反応器 6・・・・・・蒸気7・・・・・・圧縮空気 8・・・・・・活性白土又はその類似物質9・・・・・
・排ガス 10・・・熱処理分離液11・・・濃縮槽 
12・・・フィルタープレス特許出願人 久保田鉄工株
式会社
The drawings are process diagrams showing one embodiment of the sludge heat treatment method of the present invention. 1...Sludge storage tank 2...Sludge 3...
... Pump 4 ... Heat exchanger 5 ...
・Reactor 6... Steam 7... Compressed air 8... Activated clay or similar substance 9...
・Exhaust gas 10...Heat-treated separated liquid 11...Concentration tank
12... Filter press patent applicant Kubota Iron Works Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 予熱された汚泥が供給される反応器内に蒸気と圧縮空気
を吹込んで汚泥の調質を行うようにした汚泥の熱処理方
法において、汚泥の熱処理反応時に、活性白土又はその
類似物質を添加すると共に、反応温度が110℃〜16
5℃となるようにしたことを特徴とする汚泥の熱処理方
法。
In a sludge heat treatment method in which sludge is tempered by blowing steam and compressed air into a reactor into which preheated sludge is supplied, activated clay or a similar substance is added during the sludge heat treatment reaction. , reaction temperature is 110℃~16
A method for heat treatment of sludge, characterized in that the temperature is 5°C.
JP4217484A 1984-03-07 1984-03-07 Thermal treatment of sludge Granted JPS60187399A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4217484A JPS60187399A (en) 1984-03-07 1984-03-07 Thermal treatment of sludge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4217484A JPS60187399A (en) 1984-03-07 1984-03-07 Thermal treatment of sludge

Publications (2)

Publication Number Publication Date
JPS60187399A true JPS60187399A (en) 1985-09-24
JPH0148836B2 JPH0148836B2 (en) 1989-10-20

Family

ID=12628608

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4217484A Granted JPS60187399A (en) 1984-03-07 1984-03-07 Thermal treatment of sludge

Country Status (1)

Country Link
JP (1) JPS60187399A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100767810B1 (en) 2007-06-15 2007-10-18 주식회사 나노엔텍 Sludge treatment method
CN104003593A (en) * 2014-06-14 2014-08-27 济南米铎碳新能源科技有限公司 Sludge harmless treatment method
CN111774009A (en) * 2020-07-14 2020-10-16 西安交通大学 Hydrothermal dehydration treatment reaction device for high-water-content organic matter and operation method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100767810B1 (en) 2007-06-15 2007-10-18 주식회사 나노엔텍 Sludge treatment method
CN104003593A (en) * 2014-06-14 2014-08-27 济南米铎碳新能源科技有限公司 Sludge harmless treatment method
CN104003593B (en) * 2014-06-14 2016-05-04 济南米铎碳新能源科技有限公司 Sludge harmless treatment method
CN111774009A (en) * 2020-07-14 2020-10-16 西安交通大学 Hydrothermal dehydration treatment reaction device for high-water-content organic matter and operation method thereof

Also Published As

Publication number Publication date
JPH0148836B2 (en) 1989-10-20

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