JPH047277B2 - - Google Patents

Info

Publication number
JPH047277B2
JPH047277B2 JP59024640A JP2464084A JPH047277B2 JP H047277 B2 JPH047277 B2 JP H047277B2 JP 59024640 A JP59024640 A JP 59024640A JP 2464084 A JP2464084 A JP 2464084A JP H047277 B2 JPH047277 B2 JP H047277B2
Authority
JP
Japan
Prior art keywords
aeration
liquid
section
plate
solid
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 - Lifetime
Application number
JP59024640A
Other languages
Japanese (ja)
Other versions
JPS60168594A (en
Inventor
Mikio Kitagawa
Fumitaka Yoshimura
Atsushi Nunome
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.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries 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 Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP59024640A priority Critical patent/JPS60168594A/en
Publication of JPS60168594A publication Critical patent/JPS60168594A/en
Publication of JPH047277B2 publication Critical patent/JPH047277B2/ja
Granted 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

  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Description

【発明の詳細な説明】 〔発明の技術分野〕 この発明は水処理等に使用される曝気装置に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to an aeration device used for water treatment and the like.

〔従来技術〕[Prior art]

活性汚泥処理では原水と活性汚泥を曝気槽で混
合曝気して有機物を分解するが、汚泥と処理水の
分離は沈殿槽における固液分離により行うのが一
般的である。沈殿槽としては曝気槽と完全に分離
して設置し、汚汚をポンプで返送するものがある
が、この沈殿槽は平面的に曝気槽の外側に配置さ
れるため、処理装置全体の設置面積に占める沈殿
槽の割合が大きい。
In activated sludge treatment, raw water and activated sludge are mixed and aerated in an aeration tank to decompose organic matter, but sludge and treated water are generally separated by solid-liquid separation in a settling tank. Some sedimentation tanks are installed completely separate from the aeration tank, and the dirt is returned using a pump, but since this sedimentation tank is placed two-dimensionally outside the aeration tank, the installation area of the entire treatment equipment is reduced. Sedimentation tanks account for a large proportion of the total.

このような点を改善するために、固液分離部を
曝気部の側部に設けて一体化した曝気装置が提案
されているが、この装置では曝気部の旋回流で汚
泥返送を行うので、汚泥返送の行われる部分では
曝気を行うことはできず、このため全面曝気方式
を採用するとができず、設置面積が大きくなり、
省エネルギ的な運転ができない欠点があつた。
In order to improve these points, an aeration system has been proposed in which the solid-liquid separation section is installed on the side of the aeration section, but in this device, the sludge is returned by the swirling flow in the aeration section. Aeration cannot be performed in the area where sludge is returned, so a full-scale aeration method cannot be used, and the installation area becomes large.
The drawback was that energy-saving operation was not possible.

〔発明の目的〕[Purpose of the invention]

この発明は上記欠点を改善するためのもので、
曝気槽の上部に2つの仕切板を設けて、上昇部お
よび下降部からなる混合液部と固液分離部に区画
するとともに、固液分離部の下部から混合液部に
伸びる整流板を設けることにより、曝気槽を全面
曝気方式とすることが可能で、設置面積が小さ
く、省エネルギ的な曝気装置を提供するとを目的
としている。
This invention is intended to improve the above drawbacks,
Two partition plates are provided at the top of the aeration tank to divide it into a mixed liquid section consisting of an ascending section and a descending section, and a solid-liquid separation section, and a rectifying plate extending from the bottom of the solid-liquid separation section to the mixed liquid section is provided. The purpose of this invention is to provide an energy-saving aeration device that allows the aeration tank to be of a full-surface aeration system, has a small installation area, and is energy-saving.

〔発明の構成〕[Structure of the invention]

この発明は、底面に散気装置を有する曝気槽
と、この曝気槽の液面上から液中に伸びかつ曝気
槽上部を混合液部および固液分離部に区画する第
1の仕切板と、上端が混合液部の液面下に位置し
下部が第1の仕切板の先端と間隔を保つた下向き
の傾斜部となつて固液分離部の下部まで伸びかつ
混合液部を上昇部および下降部に区画する第2の
仕切板と、第2の仕切板と交差する方向に下向き
に傾斜しかつ第2の仕切板の下端と間隔を保つて
固液分離部の下部から混合液部に伸びる整流板と
を備えたことを特徴とする曝気装置である。
This invention includes: an aeration tank having an aeration device on the bottom; a first partition plate extending from above the liquid level of the aeration tank into the liquid and dividing the upper part of the aeration tank into a mixed liquid section and a solid-liquid separation section; The upper end is located below the liquid level of the mixed liquid part, and the lower part is a downwardly inclined part that maintains a distance from the tip of the first partition plate, and extends to the lower part of the solid-liquid separation part, and allows the mixed liquid part to rise and fall. a second partition plate that extends from the lower part of the solid-liquid separation part to the mixed liquid part, slanting downward in a direction intersecting the second partition plate and keeping a distance from the lower end of the second partition plate; This is an aeration device characterized by comprising a current plate.

〔発明の実施例〕[Embodiments of the invention]

以下、この発明を図面の実施例により説明す
る。図面はこの発明の一実施例による曝気装置の
垂直断面図である。図面において、1は直方体状
の上部開放容器からなる曝気槽で、底面の全域に
散気装置2が均一に設けられている。曝気槽1の
上部には液面上から液中に伸びる第1の仕切板3
が設けられ、この仕切板3により曝気槽1の上部
は混合液部4および固液分離部5に区画されてい
る。
Hereinafter, the present invention will be explained with reference to embodiments of the drawings. The drawing is a vertical sectional view of an aeration device according to an embodiment of the present invention. In the drawings, reference numeral 1 denotes an aeration tank consisting of a rectangular parallelepiped-shaped container with an open top, and an aeration device 2 is uniformly provided over the entire bottom surface. At the top of the aeration tank 1, there is a first partition plate 3 extending from above the liquid level into the liquid.
The upper part of the aeration tank 1 is divided by the partition plate 3 into a mixed liquid section 4 and a solid-liquid separation section 5.

混合液部4の液面下には第2の仕切板6が設け
られ、その下部は下向きの傾斜部6aとなり、仕
切板3の下端と間隔を保つて、その下端は固液分
離部5の下部まで伸びている。この仕切板6によ
り混合液部4は上昇部7および下降部8に区画さ
れている。傾斜部6aの傾斜角αは45°以上とさ
れ、第1および第2の仕切板3,6下部における
開口部9の断面積は上昇部7の断面積より大きく
されている。
A second partition plate 6 is provided below the liquid level of the mixed liquid part 4, and its lower part becomes a downwardly inclined part 6a, keeping a distance from the lower end of the partition plate 3. It extends to the bottom. The mixed liquid section 4 is divided into an ascending section 7 and a descending section 8 by the partition plate 6 . The inclination angle α of the inclined portion 6a is set to 45° or more, and the cross-sectional area of the opening 9 at the lower part of the first and second partition plates 3, 6 is larger than the cross-sectional area of the rising portion 7.

固液分離部5の下部には、曝気槽1の一方の側
壁1aから、仕切板6の傾斜部6a交差する方向
に下向きに傾斜した整流板10が、仕切板6の下
端と間隔を保つて混合液部4に伸びている。整流
板10の傾斜角βは45°以上とされ、仕切板6と
の間の開口部11は上昇部7の断面積より大きく
されている。整流板10の下部は逆方向に傾斜し
た傾斜部10aとなつて側壁1aに伸び、その下
側は曝気部12となつている。傾斜部10aの傾
斜角γは15°以上とされている。13は曝気部1
2に連結する原液管、14は固液分離部5に連結
する処理液管、15は散気装置2に連結する給気
管、16は曝気槽1の底部に設けられた排泥ピツ
ト、17は排泥管である。
At the bottom of the solid-liquid separator 5, a rectifying plate 10 is installed, which is inclined downward from one side wall 1a of the aeration tank 1 in a direction that intersects the inclined part 6a of the partition plate 6, while maintaining a distance from the lower end of the partition plate 6. It extends to the mixed liquid part 4. The inclination angle β of the current plate 10 is set to 45° or more, and the opening 11 between the rectifying plate 10 and the partition plate 6 is made larger than the cross-sectional area of the rising portion 7. The lower part of the current plate 10 forms an inclined part 10a that is inclined in the opposite direction and extends to the side wall 1a, and the lower side thereof forms an aeration part 12. The slope angle γ of the slope portion 10a is set to be 15° or more. 13 is aeration section 1
2, 14 is a treated liquid pipe connected to solid-liquid separation section 5, 15 is an air supply pipe connected to aeration device 2, 16 is a sludge pit provided at the bottom of aeration tank 1, and 17 is a It is a sludge drainage pipe.

以上の構成において、原液管13から廃水等の
原液を供給し、給気管15から空気(酸素)を供
給して散気装置2か散気を行うと、原液は曝気部
12内の活性汚泥と混合され曝気される。曝気部
12の混合液は混合液部4から上昇部7を通つて
上昇し、この間空気中の酸素により有機物の分解
が行われる。混合液部4の上部で空気を分離した
混合液は下降部8を下降し、一部は固液分離部5
を上昇し、大部分は固液分離部5の下部から整流
板10に沿つて混合液部4に循環し、曝気を受け
る。
In the above configuration, when a undiluted solution such as waste water is supplied from the undiluted solution pipe 13 and air (oxygen) is supplied from the air supply pipe 15 and aeration is performed by the aeration device 2, the undiluted solution is mixed with activated sludge in the aeration section 12. Mixed and aerated. The mixed liquid in the aeration part 12 rises from the mixed liquid part 4 through the rising part 7, and during this time, organic matter is decomposed by oxygen in the air. The mixed liquid from which air has been separated at the upper part of the mixed liquid section 4 descends through the descending section 8, and a part of the liquid flows into the solid-liquid separation section 5.
Most of the liquid is circulated from the lower part of the solid-liquid separation section 5 to the mixed liquid section 4 along the baffle plate 10, where it is aerated.

固液分離部5にはスラツジブランケツト5aが
形成され、下降部8から一部づつ流入する混合液
がスラツジブランケツト5aを上昇する間に汚泥
固形分がスラツジブランケツト5aに捕捉され、
分離液が処理液として処理液管14から取出され
る。開口部9の断面積が上昇部7の断面積より大
きい場合、スラツジブランケツト5aの乱れは少
なく、固液分離性は向上する。スラツジブランケ
ツト5aは一部が返送汚泥として、混合液ととも
に開口部11から混合液部4に流入するが、開口
部11が上昇部7の断面積より大きい場合、汚泥
の流入がスムースに行われる。固液分離部5に傾
斜板18を設けると、固分離効果は高くなる。余
剰汚泥は曝気槽1の底部に設けられた排泥ピツト
16に濃縮され、排泥管17から排泥される。
A sludge blanket 5a is formed in the solid-liquid separation section 5, and while the mixed liquid flowing in portions from the descending section 8 rises through the sludge blanket 5a, the sludge solids are captured in the sludge blanket 5a. ,
The separated liquid is taken out from the processing liquid pipe 14 as a processing liquid. When the cross-sectional area of the opening 9 is larger than the cross-sectional area of the rising portion 7, the sludge blanket 5a is less disturbed and solid-liquid separation is improved. A portion of the sludge blanket 5a flows into the mixed liquid section 4 from the opening 11 together with the mixed liquid as returned sludge, but if the opening 11 is larger than the cross-sectional area of the rising part 7, the sludge flows smoothly. be exposed. Providing the inclined plate 18 in the solid-liquid separation section 5 increases the solid separation effect. Excess sludge is concentrated in a sludge pit 16 provided at the bottom of the aeration tank 1, and is drained from a sludge pipe 17.

なお、図示していないが、固液分離部5の下
方、すなわちスラツジブランケツト5aに開口す
る排泥管を設けて、適当量排泥し、スラツジブラ
ンケツト槽を最適な位置に維持させるようにす
る。
Although not shown, a sludge draining pipe that opens below the solid-liquid separation section 5, that is, into the sludge blanket 5a, is provided to drain an appropriate amount of sludge and maintain the sludge blanket tank at an optimal position. Do it like this.

上記の曝気装置では、散気装置2から散気され
る空気は整流板10により混合液部4に流入し、
固液分離部5へ流入しないので、スラツジブラン
ケツト5aの乱れはなく、曝気部12の上方に固
液分離部5を配置した場合でも、十分固液分離を
行うことができる。このため曝気槽1を全面曝気
方式とすることができ、設置面積を小さくして省
エネルギ的な運転を行うことができる。整流板1
0の傾斜部10aがないときは整流板10の上部
が空気の固液分離部5への流入を遮り、上記と同
様の効果が得られる。
In the above aeration device, the air diffused from the aeration device 2 flows into the mixed liquid section 4 through the rectifying plate 10,
Since it does not flow into the solid-liquid separation section 5, the sludge blanket 5a is not disturbed, and even when the solid-liquid separation section 5 is disposed above the aeration section 12, solid-liquid separation can be performed sufficiently. Therefore, the aeration tank 1 can be of a full-surface aeration type, and the installation area can be reduced to achieve energy-saving operation. Current plate 1
When there is no inclined portion 10a of 0, the upper part of the current plate 10 blocks air from flowing into the solid-liquid separation section 5, and the same effect as described above can be obtained.

なお、以上の実施例では曝気槽1として直方体
のものを示したが、円筒形その他の形状のもので
もよく、円筒形の場合、図面の1aを中心軸とし
て固液分離部5を中央に設けてもよく、また1b
を中心軸として上昇部7を中央に設けてもよい。
曝気部12としては、内部に充填材を設置または
投入し、それらに汚泥を付着させ、固定床または
流動床として曝気を行うこともできる。さらに曝
気部12にDOメータを設置し、DOに応じた通
気量に調整することもできる。原液管13の位置
も変更可能であり、例えば混合液部4の上部13
aであつてもよい。
In the above embodiments, a rectangular parallelepiped aeration tank 1 is shown, but it may be cylindrical or other shape. In the case of a cylindrical shape, the solid-liquid separation section 5 is provided in the center with the center axis 1a in the drawing. Also 1b
The rising portion 7 may be provided in the center with the center axis being the center axis.
The aeration section 12 can also be aerated by installing or charging fillers inside and adhering sludge to them to form a fixed bed or a fluidized bed. Furthermore, a DO meter can be installed in the aeration section 12 to adjust the amount of ventilation according to the DO. The position of the stock solution tube 13 can also be changed, for example, the upper part 13 of the mixed liquid section 4
It may be a.

〔発明の効果〕〔Effect of the invention〕

本発明によれば、曝気槽の上部に2つの仕切板
を設けて、上昇部および下降部からなる混合液部
と固液分離部に区画するとともに、固液分離部の
下部から混合液部に伸びる整流板を設けるように
したので、曝気槽を全面曝気方式とすることが可
能で、設置面積が小さくて省エネルギ的な運転を
行うことができる。
According to the present invention, two partition plates are provided in the upper part of the aeration tank to divide it into a mixed liquid part and a solid-liquid separation part consisting of an ascending part and a descending part, and also to separate the mixed liquid part from the lower part of the solid-liquid separating part. Since the extending baffle plate is provided, the aeration tank can be of a full-surface aeration type, and the installation area is small and energy-saving operation can be performed.

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

図面は実施例の断面図であり、1は曝気槽、2
は散気装置、3,6は仕切板、4は混合液部、5
は固液分離部、7は上昇部、8は下降部、10は
整流板、12は曝気部、13は原液管、14は処
理液管である。
The drawing is a cross-sectional view of the embodiment, where 1 is an aeration tank, 2 is
is an aeration device, 3 and 6 are partition plates, 4 is a mixed liquid section, 5
1 is a solid-liquid separation section, 7 is a rising section, 8 is a descending section, 10 is a rectifying plate, 12 is an aeration section, 13 is a stock solution pipe, and 14 is a processing liquid pipe.

Claims (1)

【特許請求の範囲】 1 底面に散気装置を有する曝気槽と、この曝気
槽の液面上から液中に伸びかつ曝気槽上部を混合
液部および固液分離部に区画する第1の仕切板
と、上端が混合液部の液面下に位置し下部が第1
の仕切板の先端と間隔を保つた下向きの傾斜部と
なつて固液分離部の下部まで伸びつ混合液部を上
昇部および下降部に区画する第2の仕切板と、第
2の仕切板と交差する方向に下向きに傾斜しかつ
第2の仕切板の下端と間隔を保つて固液分離部の
下部から混合液部に伸びる整流板とを備えたこと
を特徴とする曝気装置。 2 第2の仕切板の傾斜部および整流板の傾斜角
が45°以上である特許請求の範囲第1項記載の曝
気装置。 3 第1および第2の仕切板間ならびに第2の仕
切板と整流板間に形成される開口部の断面積が上
昇部の断面積より大きい特許請求の範囲第1項ま
たは第2項記載の曝気装置。 4 整流板は下部に逆方向に傾斜した傾斜部を有
する特許請求の範囲第1項ないし第3項のいずれ
かに記載の曝気装置。 5 散気装置が曝気槽の底面全体に均一に配置さ
れた特許請求の範囲第1項ないし第4項のいずれ
かに記載の曝気装置。
[Claims] 1. An aeration tank having an aeration device on the bottom, and a first partition extending from above the liquid level of the aeration tank into the liquid and dividing the upper part of the aeration tank into a mixed liquid section and a solid-liquid separation section. plate, the upper end is located below the liquid level of the mixed liquid part, and the lower part is the first
a second partition plate that forms a downwardly sloped part maintaining a distance from the tip of the partition plate and extends to the bottom of the solid-liquid separation part and divides the mixed liquid part into an ascending part and a descending part; An aeration device comprising: a rectifier plate that is inclined downward in a direction intersecting with the second partition plate and extends from the lower part of the solid-liquid separation part to the mixed liquid part while keeping a distance from the lower end of the second partition plate. 2. The aeration device according to claim 1, wherein the inclined portion of the second partition plate and the angle of inclination of the rectifying plate are 45° or more. 3 The cross-sectional area of the opening formed between the first and second partition plates and between the second partition plate and the current plate is larger than the cross-sectional area of the rising part. Aeration equipment. 4. The aeration device according to any one of claims 1 to 3, wherein the current plate has a sloped part inclined in the opposite direction at the lower part. 5. The aeration device according to any one of claims 1 to 4, wherein the aeration device is uniformly arranged over the entire bottom surface of the aeration tank.
JP59024640A 1984-02-13 1984-02-13 Aeration apparatus Granted JPS60168594A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59024640A JPS60168594A (en) 1984-02-13 1984-02-13 Aeration apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59024640A JPS60168594A (en) 1984-02-13 1984-02-13 Aeration apparatus

Publications (2)

Publication Number Publication Date
JPS60168594A JPS60168594A (en) 1985-09-02
JPH047277B2 true JPH047277B2 (en) 1992-02-10

Family

ID=12143725

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59024640A Granted JPS60168594A (en) 1984-02-13 1984-02-13 Aeration apparatus

Country Status (1)

Country Link
JP (1) JPS60168594A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2521956Y2 (en) * 1992-07-14 1997-01-08 保 藤田 Small parts suction transfer device
WO2002030833A1 (en) * 2000-10-11 2002-04-18 Envitec S.A. Method and apparatus for biological wastewater treatment

Also Published As

Publication number Publication date
JPS60168594A (en) 1985-09-02

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