JPS618198A - Sewage treatment apparatus - Google Patents

Sewage treatment apparatus

Info

Publication number
JPS618198A
JPS618198A JP59129009A JP12900984A JPS618198A JP S618198 A JPS618198 A JP S618198A JP 59129009 A JP59129009 A JP 59129009A JP 12900984 A JP12900984 A JP 12900984A JP S618198 A JPS618198 A JP S618198A
Authority
JP
Japan
Prior art keywords
scum
discharge
skimmer
discharge process
treatment tank
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
JP59129009A
Other languages
Japanese (ja)
Other versions
JPS6350077B2 (en
Inventor
Mitsuyoshi Yamazaki
山崎 満佳
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.)
Nishihara Environment Co Ltd
Original Assignee
Nishihara Environmental Sanitation Research 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 Nishihara Environmental Sanitation Research Corp filed Critical Nishihara Environmental Sanitation Research Corp
Priority to JP59129009A priority Critical patent/JPS618198A/en
Publication of JPS618198A publication Critical patent/JPS618198A/en
Publication of JPS6350077B2 publication Critical patent/JPS6350077B2/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

Abstract

PURPOSE:To effectively and certainly exclude the scum of a batchwise activated sludge treatment tank receiving the variation in a water level, by forming a revolving stream by a jet aerator after the completion of a discharge process and discharging scum by a skimmer. CONSTITUTION:When a discharge process is finished, the surface of a liquid is L.W.L and new sewage is flowed in from an inflow port 1a. At the same time, only the recirculation pump of a jet aerator 4 is operated and scum is revolved and fed by a weak flow speed to be collected in the vicinity of the scum discharge port 3a of a skimmer 3. When a liquid level is raised by successively flowed-in sewage to reach H.W.L, a scum discharge valve 9 is opened and scum is discharged out of a tank 1 along with flowed-in sewage. By this method, scum is surely excluded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明はスカムを効果的に排出除去できる回分式の汚
水処理装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a batch-type sewage treatment device that can effectively discharge and remove scum.

〔従来技術〕[Prior art]

従来、1つの槽内で曝気・沈殿・上澄液の放流を行う回
分式活性汚泥処理装置においては、沈殿工程の後、沈殿
上澄液を排出するが、この時、処理槽内にはスカムが浮
遊している場合が多くある。
Conventionally, in batch-type activated sludge treatment equipment that performs aeration, precipitation, and discharge of supernatant liquid in one tank, the precipitated supernatant liquid is discharged after the sedimentation process, but at this time, scum remains in the treatment tank. are often floating.

そして、上澄液の放流は液面上を上下動する放流管によ
って行うが、この際、通常この放流管を囲11/、fる
スカムバッフルによってスカムの混入を防止している。
The supernatant liquid is discharged by a discharge pipe that moves up and down on the liquid surface, but at this time, this discharge pipe is usually surrounded by a scum baffle to prevent scum from getting mixed in.

しかし、従来のものでは、スカムバッフルが水面上に下
降した時点で、スカムバッフル内にあるスカムはどうし
ても放流管に流入し放流されてしまい、またスカムの分
離、排除を行えないという欠点があった。また、槽内水
位が変化するため独立したスカム排出機構を作るのが難
しかった。
However, with conventional systems, when the scum baffle descends above the water surface, the scum inside the scum baffle inevitably flows into the discharge pipe and is discharged, and the scum cannot be separated or removed. . Additionally, it was difficult to create an independent scum discharge mechanism because the water level in the tank changed.

〔発明の概要〕[Summary of the invention]

この発明は上記欠点を解消するためになされたものであ
って、放流工程終了時にジェットエアレータによって旋
回流を形成し、スカムをスキマーよシ排出するととKよ
って・、スカム排除を効果的に行える汚水処理装置を提
供することを目的とする。
This invention was made in order to eliminate the above-mentioned drawbacks, and by forming a swirling flow using a jet aerator at the end of the discharge process and discharging scum through a skimmer, scum can be effectively removed from waste water. The purpose is to provide processing equipment.

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

以下、この発明の一実施例について図面を参照して説明
する。
An embodiment of the present invention will be described below with reference to the drawings.

第1図、第2図に示すように回分式活性汚泥処理槽1に
は、上澄液排出手段2と、スカム排出用のスキマー3と
、旋回流形成および曝気を行うジェットエアレータ4と
が配置されている。
As shown in FIGS. 1 and 2, the batch activated sludge treatment tank 1 is equipped with a supernatant liquid discharge means 2, a skimmer 3 for discharging scum, and a jet aerator 4 for forming swirl flow and aeration. has been done.

上記上澄液排出手段2は、第2図に示すように、沈殿工
程に続く放流工程時に上澄液を排出するものであって、
軸パイプ5を細心として回動可能に連結された排出バイ
ブロと、この排出バイブロの自由端に取付けられ、溢流
ロアaが開口された溢流管7と、フロート8とで構成さ
れている。従って、溢流管Tが水面部をり、W、 Lま
で下降している状態では、処理槽1内の上澄液は溢流ロ
アaよシ溢流管T内へ流入し、軸バイブロを経て外部へ
放流される。また、図示しない回動手段によって溢流管
7がH,W、Lの液面よシ高い位置になるように回動さ
れた状態では、処理槽1内の液体の放流は行われない。
As shown in FIG. 2, the supernatant liquid discharge means 2 discharges the supernatant liquid during the discharge process following the precipitation process,
It consists of a discharge vibro rotatably connected to a shaft pipe 5, an overflow pipe 7 attached to the free end of the discharge vibro with an overflow lower a opened, and a float 8. Therefore, when the overflow pipe T crosses the water surface and descends to W and L, the supernatant liquid in the treatment tank 1 flows through the overflow lower a and into the overflow pipe T, causing the axial vibro to flow. Afterwards, it is discharged outside. In addition, when the overflow pipe 7 is rotated by a rotating means (not shown) so that it is at a position higher than the liquid levels of H, W, and L, the liquid in the processing tank 1 is not discharged.

ここで、上記スカム排出用のスキマー3は、L、W、L
より所定距離上方のM、W、L近傍に配置され、スカム
排出口3mが開口されている。そして、第1図に示すよ
うに、放流工程終了後の所定時間にのみ開放されるスカ
ム排出弁9が接続されている。
Here, the skimmer 3 for scum discharge is L, W, L.
It is arranged near M, W, and L at a predetermined distance above the scum discharge port 3m. As shown in FIG. 1, a scum discharge valve 9 is connected which is opened only at a predetermined time after the discharge process is completed.

上記ジェットエアレータ4は、処理槽1内で矢印方向の
旋回流を形成すると共に曝気工程時に曝気を行うもので
あって、循環ポンプ10と、切換制御する曝気プロア1
1とが接続されている。ここで、曝気工程時では、循環
ポンプ10および曝気ブロア11の双方を運転し、気液
混合液を噴出する。しかし、放流工程終了後の所定時間
において、スカムを排出する時には循環ポンプ10のみ
を作動させ、矢印方向の#回流のみを形成させる。
The jet aerator 4 forms a swirling flow in the direction of the arrow in the treatment tank 1 and performs aeration during the aeration process, and is connected to a circulation pump 10 and an aeration prower 1 that is controlled by switching.
1 is connected. Here, during the aeration process, both the circulation pump 10 and the aeration blower 11 are operated to blow out the gas-liquid mixture. However, during a predetermined period of time after the completion of the discharge process, only the circulation pump 10 is operated to discharge the scum, and only the circulation # in the direction of the arrow is formed.

この所定時間はタイマで設定しても、槽内水位で設定し
てもよい。
This predetermined time may be set by a timer or by the water level in the tank.

〔作 用〕[For production]

次に、この考案の作用について説明する。 Next, the operation of this invention will be explained.

処理槽1内では、ジェットエアレータ4からの気液混合
液の噴射によって矢印方向の旋回流が形成させながら流
入する汚水の曝気処理を行う曝気工程と、空気の吹込み
を中止して液体中の活性汚泥を沈殿させる沈殿工程と、
上澄液排出装置2を下降させて、上澄液を排出する放流
工程を1サイクルとする操作を繰返し、連続的もしくは
任意的に流入口11から供給される流入汚水を活性汚泥
処理する。また、処理槽1内の汚泥は適当な時期を選ん
で引抜かれる。
In the treatment tank 1, there is an aeration process in which a swirling flow is formed in the direction of the arrow by jetting the gas-liquid mixture from the jet aerator 4, and aeration is performed on the inflowing wastewater. a sedimentation step to precipitate activated sludge;
The operation of lowering the supernatant liquid discharge device 2 and discharging the supernatant liquid as one cycle is repeated, and activated sludge treatment is performed on the inflowing sewage supplied from the inlet 11 continuously or optionally. Further, the sludge in the treatment tank 1 is extracted at an appropriate time.

ここで、放流工程が終了した時、液面はL 、W、Lで
おると共に流入口1aから新たな汚水が流入してくる。
Here, when the discharge process is completed, the liquid level reaches L, W, and L, and new sewage flows in from the inlet 1a.

これとほぼ同時に、ジェットエアレータ4の循環ポンプ
10のみが作動し、弱い流速によって、スカムを矢印方
向に旋回搬送し、第2図に示すようにスキマー3のスカ
ム排出口3a近傍に集める。そして順次、流入して(る
汚水によって、水位が徐々に上昇していき、液面がM、
W、Lに達すると、図示しない制御装置によって制御さ
れたスカム排出弁9が閉状態から開状態となり、スカム
は流入汚水と共に処理槽1外へ排出される。そして、所
定時間(例えば3〜5分程度)経過後、スカム排出弁9
は閉じられ、スカム排出が終了すると共に、新たに曝気
工程が開始される。なお、スカム排出弁は、放流管がL
 、W、Lに達し、放流管の下降空停止される時の信号
で開いてもよい。こうすれば、M、W、Lの検知は必要
ない。また、スカムの放流は毎回行わず必要に応じて行
ってもよい。
Almost at the same time, only the circulation pump 10 of the jet aerator 4 is operated, and the scum is conveyed in a circular direction in the direction of the arrow by a weak flow velocity, and is collected near the scum discharge port 3a of the skimmer 3 as shown in FIG. Then, the water level gradually rises due to the inflow of sewage, and the liquid level becomes M.
When W and L are reached, the scum discharge valve 9 controlled by a control device (not shown) changes from the closed state to the open state, and the scum is discharged to the outside of the treatment tank 1 together with the inflowing sewage. Then, after a predetermined period of time (for example, about 3 to 5 minutes) has passed, the scum discharge valve 9
is closed, scum discharge is completed, and a new aeration process is started. Note that the scum discharge valve has a discharge pipe L.
, W, and L, and the discharge pipe may be opened by a signal when the downward movement of the discharge pipe is stopped. If this is done, there is no need to detect M, W, and L. Further, the scum may not be discharged every time, but may be discharged as needed.

〔発明の効果〕〔Effect of the invention〕

以上のように、この発明によれば、放流工程終了後にジ
ェットエアレータの発生する液流によって旋回流を形成
し、スカムをスキマーよシ排出することによって、水位
が変動する回分式活性汚泥処理槽のスカム排除を効果的
に確実に行える等の極めて優れた効果がある。
As described above, according to the present invention, a swirl flow is formed by the liquid flow generated by the jet aerator after the discharge process is completed, and the scum is discharged through the skimmer, thereby improving the batch type activated sludge treatment tank in which the water level fluctuates. It has extremely excellent effects such as being able to effectively and reliably eliminate scum.

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

第1図はこの発明の一実施例の平面図、第2図は同縦断
面図を示す。 1・・・回分式活性汚泥処理槽、2・・・上澄液排出手
段、3・・・スキマー、4・・・ジェットエアレータ。 図Ha ノ;了’L!:’(7勺1°r: f、r ’
; )!−7.t1. )第り図 第2図 手続補正書(自%)
FIG. 1 is a plan view of an embodiment of the present invention, and FIG. 2 is a longitudinal sectional view thereof. DESCRIPTION OF SYMBOLS 1... Batch type activated sludge treatment tank, 2... Supernatant liquid discharge means, 3... Skimmer, 4... Jet aerator. Figure Ha ノ; 了'L! :'(7勺1°r: f, r'
;)! -7. t1. ) Figure 2 Procedure amendment (own%)

Claims (1)

【特許請求の範囲】[Claims] 曝気工程、沈殿工程および放流工程を繰返す回分式活性
汚泥処理槽と、この処理槽内に上下動自在に配置され、
上記放流工程時にL.W.Lまで下降しながら上澄液を
排出する上澄液排出手段と、上記処理槽内のL.W.L
より所定距離上方に設置され、上記放流工程終了後、所
定時間にわたつて開口されるスカム排出用のスキマーと
、上記処理槽内に配置され、曝気工程時に気液混合液の
噴出による曝気を行うと共に、上記放流工程終了後所定
時間にわたつて液のみの噴出による旋回流によつてスカ
ムを上記スキマーに向けて移動させるジェットエアレー
タとを備えた汚水処理装置。
A batch-type activated sludge treatment tank that repeats the aeration process, precipitation process, and discharge process, and is arranged so that it can move up and down within this treatment tank.
During the above discharge process, L. W. a supernatant liquid discharging means for discharging the supernatant liquid while descending to the L.L. in the processing tank; W. L
a skimmer for discharging scum, which is installed a predetermined distance above and opened for a predetermined period of time after the completion of the discharge process; and a skimmer, which is placed in the treatment tank, and performs aeration by jetting out a gas-liquid mixture during the aeration process. and a jet aerator that moves the scum toward the skimmer by a swirling flow caused by jetting only the liquid over a predetermined period of time after the completion of the discharge process.
JP59129009A 1984-06-22 1984-06-22 Sewage treatment apparatus Granted JPS618198A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59129009A JPS618198A (en) 1984-06-22 1984-06-22 Sewage treatment apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59129009A JPS618198A (en) 1984-06-22 1984-06-22 Sewage treatment apparatus

Publications (2)

Publication Number Publication Date
JPS618198A true JPS618198A (en) 1986-01-14
JPS6350077B2 JPS6350077B2 (en) 1988-10-06

Family

ID=14998903

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59129009A Granted JPS618198A (en) 1984-06-22 1984-06-22 Sewage treatment apparatus

Country Status (1)

Country Link
JP (1) JPS618198A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6175895U (en) * 1984-10-23 1986-05-22
JPH06158576A (en) * 1992-09-02 1994-06-07 Beloit Technol Inc Method and apparatus for fixing end part of head box flow pipe on end plate

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6175895U (en) * 1984-10-23 1986-05-22
JPS6330547Y2 (en) * 1984-10-23 1988-08-16
JPH06158576A (en) * 1992-09-02 1994-06-07 Beloit Technol Inc Method and apparatus for fixing end part of head box flow pipe on end plate

Also Published As

Publication number Publication date
JPS6350077B2 (en) 1988-10-06

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