JPS596985A - Treatment of waste water with activated sludge - Google Patents

Treatment of waste water with activated sludge

Info

Publication number
JPS596985A
JPS596985A JP57118171A JP11817182A JPS596985A JP S596985 A JPS596985 A JP S596985A JP 57118171 A JP57118171 A JP 57118171A JP 11817182 A JP11817182 A JP 11817182A JP S596985 A JPS596985 A JP S596985A
Authority
JP
Japan
Prior art keywords
sludge
tank
aeration tank
waste water
aeration
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP57118171A
Other languages
Japanese (ja)
Inventor
Shuhei Kuzuhara
葛原 修平
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 JP57118171A priority Critical patent/JPS596985A/en
Publication of JPS596985A publication Critical patent/JPS596985A/en
Pending legal-status Critical Current

Links

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
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Activated Sludge Processes (AREA)
  • Treatment Of Sludge (AREA)

Abstract

PURPOSE:To effectively use the thermal energy of high-temp. compressed air, while inhibiting the rising of the temp. of a liquid in an aeration tank, by bringing the high-temp. compressed air sent out through an aerating blower into contact with dehydrated sludge to cool it, and then injecting it into the aeration tank. CONSTITUTION:Waste water 1 is collected in a conditioning tank 2, wherein pretreatments, e.g. making its flow amount and concentration uniform, the adjustment of its pH and the diffusion of volatile BOD substance, are performed. Thereafter, the predetermined amount of said waste water is continuously supplied to an aeration tank. The waste water is mixed with activated sludge in the aeration tank 3 while agitating the waste water by aeration and continuously introduced to a precipitation tank 4. Activated sludge is separated therein by precipitation, while a supernatant liquid is let overflow, pasteurized 5 and then drained as treated water 6. The activated sludge precipitated in the precipitation tank 4 is returned to the aeration tank 3 to hold the concentration of sludge in it. An amount corresponding to the propagation of sludge in the tank is withdrawn as excess sludge 7 outside the system, reformed into dehydrated sludge 10 and then disposed by drying and burning 23.

Description

【発明の詳細な説明】 この発明は、廃水の活性汚泥処理法に関するものである
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an activated sludge treatment method for wastewater.

廃水の活性汚泥処理法に8ける曝気槽を効率よく運転す
るには、槽内の温度を年間を通し20〜30℃に管理す
ることが理想である。
In order to efficiently operate the aeration tank in wastewater activated sludge treatment method 8, it is ideal to control the temperature inside the tank at 20 to 30°C throughout the year.

ところで、曝気槽【こ吹き込まれる圧縮空気(j、曝気
ブロワ−によって空気を圧縮する場合に発生する圧縮熱
と摩擦熱とによって、高温になってむする。従来、曝気
槽には、曝気ブロワ−から送出される高温の圧縮空気を
そのまま吹き込んでしするが、特に夏期になると、廃液
自体の反応熱と高温の空気とによって、曝気槽内の液温
が35〜38℃に上昇し、曝気槽を効率よく運転するこ
とができなかった。
By the way, when compressed air (j) is blown into an aeration tank, it becomes high temperature due to the compression heat and frictional heat generated when the air is compressed by an aeration blower. However, especially in the summer, the temperature of the liquid in the aeration tank rises to 35-38℃ due to the reaction heat of the waste liquid itself and the high temperature air, causing the aeration tank to overflow. could not drive efficiently.

そこで、この発明は、高温の圧縮空気を脱水汚泥に接触
させて圧縮空気の温度を下げた後に、曝気槽、内に吹き
込むことによって、曝気槽内の液温上昇を防止すると共
に、高温の圧縮空気が有する熱エネルギーの有効利用を
図ることを目的とする。
Therefore, this invention prevents the temperature of the liquid in the aeration tank from rising, and also prevents the liquid temperature from rising in the aeration tank by lowering the temperature of the compressed air by bringing it into contact with dehydrated sludge and then blowing it into the aeration tank. The purpose is to effectively utilize the thermal energy contained in the air.

以下、この発明を添付図面に基づいて説明する。Hereinafter, the present invention will be explained based on the accompanying drawings.

第1図は、この全明番こ係る廃水の活性汚泥処理法の処
理工程を示している。
FIG. 1 shows the processing steps of this wastewater activated sludge treatment method.

まず、活性汚泥処理法の基本的な処理工程を説明する。First, the basic processing steps of the activated sludge treatment method will be explained.

廃水1を調整槽2に集め、この調整槽2に?いて、流入
量の均一化、濃度の均一化、PH調節、B 01)揮発
性物質の飛散等の前処理を行なった後、その一定量を連
続的に曝気槽3へ給液する。この曝気槽3で、活性汚泥
と廃水を通気攪拌しながら混合させ、その混合液を連続
的に沈殿槽4に導き、活性汚泥を沈降分離し、上澄液を
γ益流させ、滅菌消毒5した後に処理水6として放流す
る。上記沈殿槽4において沈降した活性汚泥は曝気槽3
に返送して曝気槽内の活性汚泥濃度を保持する。曝気槽
3内で汚泥増殖量に相当する量は余剰汚泥7として系外
に引き抜き、汚泥貯留槽8に集めた後、脱水濾過機9に
より脱水汚泥10とし、乾燥、焼却23して処分する。
Collect wastewater 1 in adjustment tank 2, and put it in this adjustment tank 2? After performing pre-treatments such as equalizing the inflow amount, equalizing the concentration, adjusting the pH, and scattering volatile substances, a certain amount of the liquid is continuously supplied to the aeration tank 3. In this aeration tank 3, the activated sludge and wastewater are mixed while being aerated and stirred, and the mixed liquid is continuously led to the settling tank 4, where the activated sludge is sedimented and separated, and the supernatant liquid is allowed to flow, and sterilized and disinfected. After that, it is discharged as treated water 6. The activated sludge settled in the settling tank 4 is transferred to the aeration tank 3.
The activated sludge concentration in the aeration tank is maintained. An amount corresponding to the amount of sludge multiplied in the aeration tank 3 is pulled out of the system as surplus sludge 7, collected in a sludge storage tank 8, and then converted into dewatered sludge 10 by a dewatering filter 9, dried, and incinerated 23 for disposal.

この発明の特徴とするところは、上記脱水汚泥10の乾
燥に、曝気槽3に吹き込まれる圧縮空気11の熱エネル
ギーを利用することにある。即ち、曝気ブロワ−12か
ら送出される高温の圧縮空気11を脱水(′Fi泥10
に接触させ、7j27Mの圧縮空気11が有する熱量を
脱水汚泥に吸収させることによって、脱水汚泥10の乾
燥と圧縮空気11の冷却を行なうものである。
The feature of this invention is that the thermal energy of the compressed air 11 blown into the aeration tank 3 is used to dry the dehydrated sludge 10. That is, the high temperature compressed air 11 sent out from the aeration blower 12 is dehydrated ('Fi mud 10
The dehydrated sludge 10 is dried and the compressed air 11 is cooled by making the dehydrated sludge absorb the heat of the compressed air 11 of 7j27M.

次に、上記圧縮空気11と脱水汚泥10とを効率的に接
触せしめ、圧縮空気11の冷却を行なう熱交換装置13
の構造について説明する。即ち、第2図乃至第4図に示
すように、ケーシング14内にらせん状の羽根15をも
った軸16を設番」、これを回転させることによってケ
ーシング14の一端(こ設けた汚泥投入口17から投入
した脱水汚泥10を他端に推し進めるようになっている
。上記軸16の軸心には、空気通路1Bが形成されてお
り、この空気通路1Bは軸16の外周面に突設された多
数の放出口19に連通している。また、曝気ブロワ−1
2から送出方れた高温の圧縮空気11は、脱水汚泥10
の排出側からケーシング14内と空気通路18に吹き込
まれ、脱水汚泥10の投入側から排出されるようになっ
ている。第2図中、20は空気供給口を示し、21は空
気排出口を示している。このように高温の圧縮空気11
をケーシング14内に吹き込むことによって、脱水汚泥
10との接触が極めて良好に行なわれ、ケーシング14
の一端から投入された脱水汚泥10は、ケーシング14
の他端の排出口22から排出される間に乾燥処理される
。一方、高温の圧縮空気11は、その熱を脱水汚泥10
に奪われるので、脱水汚泥100投入側から排出される
間に冷却される。
Next, a heat exchange device 13 that cools the compressed air 11 by bringing the compressed air 11 into contact with the dehydrated sludge 10 efficiently.
We will explain the structure of That is, as shown in FIGS. 2 to 4, a shaft 16 having a spiral blade 15 is installed inside the casing 14, and by rotating the shaft 16, one end of the casing 14 (the provided sludge inlet) is installed. The dehydrated sludge 10 introduced from the shaft 17 is pushed to the other end.An air passage 1B is formed in the axial center of the shaft 16, and this air passage 1B is provided protruding from the outer peripheral surface of the shaft 16. The aeration blower 1 also communicates with a large number of outlets 19.
The high-temperature compressed air 11 sent from the dehydrated sludge 10
It is blown into the casing 14 and the air passage 18 from the discharge side of the dehydrated sludge 10, and is discharged from the input side of the dehydrated sludge 10. In FIG. 2, 20 indicates an air supply port, and 21 indicates an air discharge port. In this way, high temperature compressed air 11
By blowing into the casing 14, contact with the dehydrated sludge 10 is achieved extremely well, and the casing 14
The dehydrated sludge 10 introduced from one end is transferred to the casing 14.
It is dried while being discharged from the discharge port 22 at the other end. On the other hand, the high temperature compressed air 11 transfers its heat to the dehydrated sludge 10.
The dehydrated sludge 100 is cooled while being discharged from the input side.

上記熱交換装置13によって冷却された圧縮空気11は
、上記曝気槽3に吹き込まれるようになっている。
The compressed air 11 cooled by the heat exchange device 13 is blown into the aeration tank 3.

なお、冬期等に8いて、曝気槽3内の温度上昇が問題と
ならす、却って曝気槽3の加温を必要とする場合には、
上記熱交換装置13によって高温の圧縮空気を冷却せず
にそのまま曝気槽3に吹き込むようにすれはよい。
In addition, if the temperature rise in the aeration tank 3 becomes a problem during the winter season, or if the aeration tank 3 needs to be heated,
It is preferable to blow the high-temperature compressed air directly into the aeration tank 3 without cooling it by the heat exchange device 13.

この発明は、以上のように構成され、以下に列挙する効
果がある。
The present invention is configured as described above, and has the effects listed below.

(1)  曝気ブロワ−から送出される高温の圧縮空気
は、脱水汚泥と接触させることによって冷却された後、
曝気槽内に送り込まれるため、曝気槽内の液温を上昇さ
せない。したがって、夏期に8いても曝気槽内の液温を
下ける冷却装置が不要もしくは小さなものになり、処理
コストの低減が図れる。
(1) After the high temperature compressed air sent out from the aeration blower is cooled by contacting with dehydrated sludge,
Since it is sent into the aeration tank, it does not increase the liquid temperature in the aeration tank. Therefore, even in the summer, a cooling device for lowering the temperature of the liquid in the aeration tank becomes unnecessary or small, and processing costs can be reduced.

(2)  曝気ブロワ−から送出される高温の圧縮空気
を脱水汚泥に接触させることによって、脱水汚泥の含水
率を下げることができるので、脱水汚泥の乾燥拳焼却用
燃料の削減になると共に、汚泥乾燥焼却設備の小型化も
図れる。
(2) By bringing the high-temperature compressed air sent from the aeration blower into contact with the dehydrated sludge, the moisture content of the dehydrated sludge can be lowered, which not only reduces the amount of fuel used to incinerate the dehydrated sludge, but also reduces the amount of sludge. Drying and incineration equipment can also be downsized.

(3)曝気用の空気は脱水汚泥と直接接触させることに
より臭気を含んだ空気となるが、この空気は曝気槽に吹
き込まれるので曝気槽て生物脱臭が行なわれ、特別な脱
臭設備を必要としflい。
(3) When the air for aeration comes into direct contact with dehydrated sludge, it becomes odor-laden air, but since this air is blown into the aeration tank, biological deodorization takes place in the aeration tank, and special deodorization equipment is not required. Fl.

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

第1図はこの発明の活性汚泥処理法の処理工程図であり
、第2図は熱交換装置の斜視図、第3図は同部分切欠き
正面図、第4図は第3図のA−A線方向の断面図である
。 3・・曝気槽、10・・・脱水汚泥、11・・・圧縮空
気、12・・曝気ブロワ− 特許出願人  久保田鉄工株式会社 同 代理人  鎌 1)文 二 第1図 ¥2図 A 491
Fig. 1 is a treatment process diagram of the activated sludge treatment method of the present invention, Fig. 2 is a perspective view of the heat exchange device, Fig. 3 is a cutaway front view of the same part, and Fig. 4 is A--A in Fig. 3. FIG. 3 is a cross-sectional view taken along the A line. 3... Aeration tank, 10... Dehydrated sludge, 11... Compressed air, 12... Aeration blower Patent applicant: Kubota Iron Works Co., Ltd. Agent: Kama 1) Text 2 Figure 1 ¥2 Figure A 491

Claims (1)

【特許請求の範囲】[Claims] 曝気ブロワ−から送出される高温の圧縮空気を脱水汚泥
に接触させて冷却した後に曝気槽内(こ吹き込むことを
特徴とする廃水の活性汚泥処理法。
A wastewater activated sludge treatment method characterized in that high-temperature compressed air sent from an aeration blower is brought into contact with dehydrated sludge, cooled, and then blown into an aeration tank.
JP57118171A 1982-07-05 1982-07-05 Treatment of waste water with activated sludge Pending JPS596985A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57118171A JPS596985A (en) 1982-07-05 1982-07-05 Treatment of waste water with activated sludge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57118171A JPS596985A (en) 1982-07-05 1982-07-05 Treatment of waste water with activated sludge

Publications (1)

Publication Number Publication Date
JPS596985A true JPS596985A (en) 1984-01-14

Family

ID=14729873

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57118171A Pending JPS596985A (en) 1982-07-05 1982-07-05 Treatment of waste water with activated sludge

Country Status (1)

Country Link
JP (1) JPS596985A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60144995U (en) * 1984-03-07 1985-09-26 荏原インフイルコ株式会社 Biological treatment equipment
JPS60202800A (en) * 1984-03-26 1985-10-14 Ebara Infilco Co Ltd Treatment of water-containing material
JPS60202799A (en) * 1984-03-23 1985-10-14 Ebara Infilco Co Ltd Treatment of organic sludge
JPS60227897A (en) * 1984-04-27 1985-11-13 Ebara Infilco Co Ltd Treatment or organic sludge
JPH07136692A (en) * 1993-11-18 1995-05-30 Ishigaki Mech Ind Co Sludge treatment method
KR101347831B1 (en) * 2013-07-08 2014-01-08 주식회사 에이치에스피 Sludge agitator apparatus
WO2015022709A1 (en) * 2013-08-12 2015-02-19 Hera S.P.A. Process for aerobic sludge treatment
JP2016172200A (en) * 2015-03-16 2016-09-29 メタウォーター株式会社 Energy-saving-type sludge treatment system

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5575989A (en) * 1978-12-04 1980-06-07 Mitsubishi Heavy Ind Ltd Sewerage sludge composting apparatus

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5575989A (en) * 1978-12-04 1980-06-07 Mitsubishi Heavy Ind Ltd Sewerage sludge composting apparatus

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60144995U (en) * 1984-03-07 1985-09-26 荏原インフイルコ株式会社 Biological treatment equipment
JPS60202799A (en) * 1984-03-23 1985-10-14 Ebara Infilco Co Ltd Treatment of organic sludge
JPH0311840B2 (en) * 1984-03-23 1991-02-18 Ebara Infilco
JPS60202800A (en) * 1984-03-26 1985-10-14 Ebara Infilco Co Ltd Treatment of water-containing material
JPH0375240B2 (en) * 1984-03-26 1991-11-29
JPS60227897A (en) * 1984-04-27 1985-11-13 Ebara Infilco Co Ltd Treatment or organic sludge
JPH07136692A (en) * 1993-11-18 1995-05-30 Ishigaki Mech Ind Co Sludge treatment method
KR101347831B1 (en) * 2013-07-08 2014-01-08 주식회사 에이치에스피 Sludge agitator apparatus
WO2015022709A1 (en) * 2013-08-12 2015-02-19 Hera S.P.A. Process for aerobic sludge treatment
JP2016172200A (en) * 2015-03-16 2016-09-29 メタウォーター株式会社 Energy-saving-type sludge treatment system

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