JP2779684B2 - Scum removal device - Google Patents

Scum removal device

Info

Publication number
JP2779684B2
JP2779684B2 JP7024790A JP7024790A JP2779684B2 JP 2779684 B2 JP2779684 B2 JP 2779684B2 JP 7024790 A JP7024790 A JP 7024790A JP 7024790 A JP7024790 A JP 7024790A JP 2779684 B2 JP2779684 B2 JP 2779684B2
Authority
JP
Japan
Prior art keywords
scum
water
circulating
plate
channel
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 - Fee Related
Application number
JP7024790A
Other languages
Japanese (ja)
Other versions
JPH03270790A (en
Inventor
栄二 嶋田
耕市 水田
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.)
Hitachi Kiden Kogyo Ltd
Original Assignee
Hitachi Kiden Kogyo 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 Hitachi Kiden Kogyo Ltd filed Critical Hitachi Kiden Kogyo Ltd
Priority to JP7024790A priority Critical patent/JP2779684B2/en
Publication of JPH03270790A publication Critical patent/JPH03270790A/en
Application granted granted Critical
Publication of JP2779684B2 publication Critical patent/JP2779684B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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)
  • Removal Of Floating Material (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、循環水路形曝気処理槽において、生物処理
終了時、水面に浮遊するスカムを効率よく除去するため
のスカム除去装置に関するものである。
Description: TECHNICAL FIELD The present invention relates to a scum removal device for efficiently removing scum floating on the water surface at the end of biological treatment in a circulating water channel type aeration tank. .

〔従来の技術〕[Conventional technology]

循環水路形曝気処理槽においては、曝気工程において
水路を循環する水流により、混合撹拌されている。
In the circulation channel type aeration tank, mixing and stirring are performed by a water flow circulating in the channel in the aeration step.

そして、所定時間経過後、曝気工程終了時に曝気装置
を停止して沈澱工程に移り、水流を停止させた後、上澄
液として排水するようにしている。
After a lapse of a predetermined time, the aeration apparatus is stopped at the end of the aeration step, and the process proceeds to the precipitation step. After the water flow is stopped, the water is drained as a supernatant.

〔発明が解決しようとする課題〕[Problems to be solved by the invention]

したがって、上記方式では曝気工程から沈澱工程へ移
っても、水路内の水はその慣性力により水流が完全に停
止するまで30〜60分程度かかり、この水流が停止するま
で上澄水を排水できない。
Therefore, in the above method, even if the process proceeds from the aeration process to the precipitation process, it takes about 30 to 60 minutes for the water in the water channel to completely stop the water flow due to its inertia, and the supernatant water cannot be drained until the water flow stops.

また、この上澄水の廃水時においても水面に浮遊する
スカムが処理水と共に排出される欠点がある。
There is also a drawback that the scum floating on the water surface is discharged together with the treated water even at the time of waste water of the supernatant water.

これを防ぐため、上澄水排出部に阻流板を設置する方
法も考えられているが、この阻流板にて処理槽にスカム
が蓄積する欠点がある。
In order to prevent this, a method of installing a baffle plate in the supernatant water discharge section has been considered, but there is a disadvantage that scum accumulates in the treatment tank with this baffle plate.

本発明は、沈澱工程で浮上するスカムを水流の慣性力
を利用して集め、スカムを排出除去し、上澄水と個別的
に排出することができるスカム除去装置を提供すること
を目的とする。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a scum removing device capable of collecting scum floating in a sedimentation step by using inertia of a water stream, discharging and removing the scum, and discharging the scum separately from the supernatant water.

〔課題を解決するための手段〕[Means for solving the problem]

本発明は上記目的を達成するためになしたもので、循
環水路形曝気処理槽の上部位置に、循環水路を循環する
水流に対して斜めに、前記循環水路を横切るように板状
体を配設するとともに、処理槽の外壁に、板状体にて集
めたスカムを処理槽外へ排出するためのスカム排出部を
形成したことを特徴とする。
The present invention has been made to achieve the above object, and a plate-like body is disposed at an upper position of a circulating water channel-type aeration tank so as to cross the circulating water channel at an angle to a water flow circulating in the circulating water channel. In addition, a scum discharging portion for discharging scum collected in a plate-like body to the outside of the processing tank is formed on an outer wall of the processing tank.

〔作 用〕(Operation)

曝気工程から沈澱工程へ移っても循環水路内には慣性
力により水流が停止するまでに30〜60分程度かかる。
Even if the process is shifted from the aeration process to the precipitation process, it takes about 30 to 60 minutes for the water flow to stop in the circulation channel due to inertia.

この慣性力を利用し、水流により水面に浮遊するスカ
ムを、循環水路を循環する水流に対して斜めに、循環水
路を横切るように配設した板状体にて集め、処理槽の外
壁に形成したスカム排出部から、処理槽外へ排出する。
Utilizing this inertial force, the scum floating on the water surface due to the water flow is collected on a plate-shaped body arranged diagonally to the water flow circulating in the circulation channel and across the circulation channel, and formed on the outer wall of the treatment tank. The scum is discharged from the scum discharge section to the outside of the processing tank.

このため、水流が完全に停止するまで待つことなく、
上澄水の排水が行える。
Therefore, without waiting for the water flow to stop completely,
Drain the supernatant water.

〔実施例〕〔Example〕

以下、本発明は図示の実施例に基づいて説明する。 Hereinafter, the present invention will be described based on illustrated embodiments.

図において1は長円形、円形その他の形状をしてお
り、かつ内部に循環水路2を形成する循環水路形曝気処
理槽で、この処理槽1は所要の深さ、大きさを有してい
る。
In FIG. 1, reference numeral 1 denotes a circulating channel aeration tank having an oval, circular or other shape and having a circulating channel 2 formed therein. The processing tank 1 has a required depth and size. .

3はこの処理槽内で循環水路2に設けた曝気装置で、
この曝気装置3は、処理槽1の大きさに応じた1台又は
複数台が設置され、これにより水路内にて処理水を撹拌
曝気を行いつつ水流を発生せしめ、所要速度をもつ循環
水流とするようにしている。
3 is an aeration device provided in the circulation channel 2 in this treatment tank,
One or a plurality of the aeration devices 3 are installed according to the size of the processing tank 1, thereby generating a water flow while stirring and aerating the treated water in the water channel, and providing a circulating water flow having a required speed. I am trying to do it.

この処理槽1内には予め定めた高水位まで処理水を給
水することができるようにされている。
The treatment tank 1 can be supplied with treated water up to a predetermined high water level.

また、高水位の水面位置、すなわち、処理槽1の上部
位置に、循環水路2を循環する水流に対して斜めに、循
環水路2を横切るように板状体4を配設する。
Further, the plate-like body 4 is disposed at a high water level position, that is, at an upper position of the treatment tank 1 so as to cross the circulation water channel 2 obliquely to a water flow circulating in the circulation water channel 2.

この板状体4は単なる細長い平板状のものでもよい
が、L字形、樋形断面を有するものでもよい。
The plate-like body 4 may be a simple elongated flat plate, or may have an L-shaped or gutter-shaped cross section.

また、この板状体4を配設した位置近傍の上流側の処
理槽1の外壁に、板状体4にて集めたスカムを処理槽1
外へ排出するためのバルブ、可動堰、ゲート等のスカム
排出部5を形成する。このバルブ、可動堰、ゲート等の
スカム排出部5は、スカムを処理水と共に、処理槽1外
へ選択的に排出することができるように構成する。
Further, the scum collected by the plate-like body 4 is placed on the outer wall of the processing tank 1 on the upstream side near the position where the plate-like body 4 is disposed.
A scum discharging portion 5 such as a valve, a movable weir, and a gate for discharging to the outside is formed. The scum discharge unit 5 such as a valve, a movable weir, and a gate is configured so that scum can be selectively discharged to the outside of the processing tank 1 together with the processing water.

このスカム除去装置において、処理槽1に低水位から
高水位まで処理水が流入し、流入中あるいは流入後に曝
気装置3を運転し、曝気撹拌を行って好気性生物処理を
行う。
In this scum removal device, treated water flows into the treatment tank 1 from a low water level to a high water level, and the aeration device 3 is operated during or after the inflow to perform aerobic stirring to perform aerobic biological treatment.

この曝気装置の運転により、処理槽1内に循環流が発
生するが、曝気装置3の停止後、沈澱工程に入っても、
慣性力により循環流は30分〜1時間持続する。
By the operation of the aeration device, a circulating flow is generated in the treatment tank 1. However, even after the aeration device 3 is stopped and the sedimentation process is started,
The circulating flow lasts 30 minutes to 1 hour due to inertia.

ところで、曝気装置3を停止することにより、スカム
は水面に浮上し、この循環流によって板状体4まで流れ
つき、板状体4が循環水路2を循環する水流に対して斜
めに、循環水路2を横切るように配設されているため、
循環水路2の外壁方向に移動する。
By the way, when the aeration device 3 is stopped, the scum floats on the water surface and flows to the plate-shaped body 4 by the circulating flow. Because it is arranged across 2
It moves toward the outer wall of the circulation channel 2.

スカムが外壁部に集まった頃に、スカム排出部5を開
放すれば、スカムは少量の水と共に処理槽1外に排出さ
れる。
When the scum discharge unit 5 is opened when the scum is collected on the outer wall, the scum is discharged out of the treatment tank 1 together with a small amount of water.

なお、板状体4に、第4図に示すような断面の樋状の
ものを用いた場合には、スカムは樋状の板状体4に収納
されるため、きわめて少量の水により効率よくスカムを
排出することが可能となる。
When a gutter-shaped member having a cross section as shown in FIG. 4 is used as the plate-shaped member 4, the scum is stored in the gutter-shaped plate-shaped member 4, so that the scum can be efficiently used with a very small amount of water. Scum can be discharged.

〔発明の効果〕〔The invention's effect〕

本発明のスカム除去装置によれば、水面に浮遊するス
カムを、スカム掻寄機等の駆動源を要する機器を用いる
ことなく、循環水路を循環する処理水の水流を利用し
て、循環水路を循環する水流に対して斜めに、循環水路
を横切るように配設した板状体にて、処理槽の外壁部に
効率よく集め、処理槽の外壁に形成したスカム排出部か
ら、処理槽外へ排出することができ、これにより、設備
の構築コスト及びランニングコストを低廉にしながら、
上澄水として排出される処理水中にスカムを混入するこ
とがなく、清澄な処理水を得ることができるとともに、
処理槽内にスカムが蓄積することがなく、生物処理効率
が低下することを防止することができる。
According to the scum removal device of the present invention, the scum floating on the water surface, without using equipment that requires a drive source such as a scum scraper, utilizing the flow of the treated water circulating in the circulating water channel, the circulating water channel With a plate-shaped body arranged diagonally to the circulating water flow and across the circulation water channel, it efficiently collects on the outer wall of the processing tank, and goes out of the processing tank from the scum discharge part formed on the outer wall of the processing tank. Can be discharged, thereby reducing the construction cost and running cost of the equipment,
Without mixing scum into the treated water discharged as supernatant water, clear treated water can be obtained,
It is possible to prevent scum from accumulating in the treatment tank and prevent the biological treatment efficiency from decreasing.

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

第1図は処理槽が長円形をした実施例のスカム除去装置
の平面図、第2図は処理槽が円形をした実施例のスカム
除去装置の平面図、第3図は図2のA線における断面
図、第4図は図2のB−B線における断面図である。 1は処理槽、2は循環水路、3は曝気装置、4は板状
体、5はスカム排出部である。
FIG. 1 is a plan view of an embodiment of a scum removing apparatus in which a processing tank has an oval shape, FIG. 2 is a plan view of an embodiment of a scum removing apparatus in which a processing tank has a circular shape, and FIG. 3 is a line A in FIG. FIG. 4 is a sectional view taken along line BB of FIG. 1 is a treatment tank, 2 is a circulation channel, 3 is an aerator, 4 is a plate-like body, 5 is a scum discharge part.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】循環水路形曝気処理槽の上部位置に、循環
水路を循環する水流に対して斜めに、前記循環水路を横
切るように板状体を配設するとともに、処理槽の外壁
に、板状体にて集めたスカムを処理槽外へ排出するため
のスカム排出部を形成したことを特徴とするスカム除去
装置。
1. A plate-like body is disposed at an upper position of a circulating water channel type aeration treatment tank obliquely with respect to a water flow circulating through the circulating water channel so as to cross the circulating water channel, and on an outer wall of the processing tank, A scum removing device for forming a scum discharge section for discharging scum collected in a plate-like body out of a processing tank.
JP7024790A 1990-03-20 1990-03-20 Scum removal device Expired - Fee Related JP2779684B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7024790A JP2779684B2 (en) 1990-03-20 1990-03-20 Scum removal device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7024790A JP2779684B2 (en) 1990-03-20 1990-03-20 Scum removal device

Publications (2)

Publication Number Publication Date
JPH03270790A JPH03270790A (en) 1991-12-02
JP2779684B2 true JP2779684B2 (en) 1998-07-23

Family

ID=13426047

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7024790A Expired - Fee Related JP2779684B2 (en) 1990-03-20 1990-03-20 Scum removal device

Country Status (1)

Country Link
JP (1) JP2779684B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0645698U (en) * 1992-11-26 1994-06-21 株式会社西原環境衛生研究所 Sludge treatment device in circulation channel
EP2319809A1 (en) * 2009-11-05 2011-05-11 WTE Wassertechnik GmbH Scum guard and sewage system with scum guard for reducing activated sludge in inflow for secondary sedimentation
JP6482125B2 (en) * 2015-07-15 2019-03-13 住友重機械エンバイロメント株式会社 Biological treatment equipment, vertical axis aeration stirrer

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5993798U (en) * 1982-12-13 1984-06-26 株式会社西原環境衛生研究所 Sewage treatment equipment

Also Published As

Publication number Publication date
JPH03270790A (en) 1991-12-02

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