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JPH0688032B2 - Clear water discharge device in wastewater treatment - Google Patents
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JPH0688032B2 - Clear water discharge device in wastewater treatment - Google Patents

Clear water discharge device in wastewater treatment

Info

Publication number
JPH0688032B2
JPH0688032B2 JP63175357A JP17535788A JPH0688032B2 JP H0688032 B2 JPH0688032 B2 JP H0688032B2 JP 63175357 A JP63175357 A JP 63175357A JP 17535788 A JP17535788 A JP 17535788A JP H0688032 B2 JPH0688032 B2 JP H0688032B2
Authority
JP
Japan
Prior art keywords
water
trough
discharge device
wastewater treatment
clear water
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
JP63175357A
Other languages
Japanese (ja)
Other versions
JPH0226695A (en
Inventor
一 伊藤
輝久 吉田
Original Assignee
日立機電工業株式会社
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 日立機電工業株式会社 filed Critical 日立機電工業株式会社
Priority to JP63175357A priority Critical patent/JPH0688032B2/en
Publication of JPH0226695A publication Critical patent/JPH0226695A/en
Publication of JPH0688032B2 publication Critical patent/JPH0688032B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は下水、その他の廃水を回分式活性汚泥法にて処
理する装置において、その後処理の上澄水を浮遊スカム
や汚泥界面の汚泥を流出することなく確実に排出する廃
水処理における上澄水排出装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to an apparatus for treating sewage and other wastewater by a batch type activated sludge method, in which after-treatment supernatant water is discharged as floating scum or sludge at the sludge interface. The present invention relates to a supernatant water discharge device in wastewater treatment that reliably discharges the wastewater.

〔従来の技術〕[Conventional technology]

下水・工場廃水・その他の廃水を処理する方法として回
分式活性汚泥法がある。これは一つの処理槽内に供給さ
れる廃水、すなわち原水を一定量流入せしめ、これを曝
気して微生物による活性処理を行なった後、原水中に浮
遊する固形物(主として汚泥)を沈澱させ、次いで上澄
水(処理水)と沈澱汚泥とを分離して個別的に排出し、
この原水流入→曝気→沈澱→放流(排水)の工程を繰り
返して行なうものである。そして常に変動する水位に対
して追従するようにして上澄水を排出する装置としては
実開昭60−104204号公報、実開昭59−7092号公報に開示
されたものが知られている。
The batch activated sludge method is a method for treating sewage, industrial wastewater, and other wastewater. This is a wastewater supplied into one treatment tank, that is, a certain amount of raw water is allowed to flow in, and after aeration and active treatment by microorganisms, solid substances (mainly sludge) floating in the raw water are precipitated, Next, supernatant water (treated water) and sedimented sludge are separated and discharged individually,
This process of inflowing raw water → aeration → precipitation → discharge (drainage) is repeated. As devices for discharging the supernatant water so as to follow the constantly changing water level, those disclosed in Japanese Utility Model Publication Nos. 60-104204 and 59-7092 are known.

前者は、フロートに設けた昇降装置にて排水管の吸引口
を昇降し、フロートと吸引口間を開閉させて上澄水を流
入させるものであり、後者は排水パイプに取り付けたフ
ロートタンクにエアを吸入・排水して、排水パイプ全体
を水面上下に昇降させものである。
The former is to raise and lower the suction port of the drain pipe with the lifting device installed on the float, and to open and close the space between the float and the suction port to allow the clear water to flow in, and the latter is to feed air to the float tank attached to the drain pipe. It inhales and drains, and raises and lowers the entire drainage pipe above and below the water surface.

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

前者は吸引口とフロート間のシール部分から汚水・スカ
ムが流入する恐れがあり、後者は排水パイプ全体をフロ
ートタンクの空気吸入排出でフロート全体を昇降するた
め、装置として大がかりとなってしまう欠点があった。
The former may cause sewage and scum to flow from the seal between the suction port and the float, while the latter raises and lowers the entire float by sucking in and out the air from the float tank, which is a major drawback. there were.

本発明は、処理後の上澄水を浮遊スカムや汚泥界面の流
出させることなく確実に排出することができる簡易な廃
水処理における上澄水排出装置を提供することを目的と
する。
An object of the present invention is to provide a supernatant water discharge device in a simple wastewater treatment that can reliably discharge the treated supernatant water without flowing out of floating scum or sludge interface.

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

上記目的を達成するため、本発明は、処理槽内の水位変
動に対し追従して昇降するようにフロートを曝気機及び
伸縮式の排水管を接続した帽函状の集水トラフに設けた
廃水処理における上澄水排出装置において、集水トラフ
の下部にはトラフ外径寸法と同等以上の大きさの水流ガ
イド板を設け、トラフ内への上澄水の流入が横方向から
となるようガイドするようにしたことを要旨とする。
In order to achieve the above object, the present invention is a wastewater provided with a float in a cap box-shaped water collection trough connected to an aerator and a telescopic drainage pipe so as to move up and down in response to fluctuations in water level in a treatment tank. In the supernatant water discharge device for treatment, a water flow guide plate with a size equal to or larger than the outer diameter of the trough is provided at the bottom of the collection trough to guide the inflow of the supernatant water into the trough from the lateral direction. The summary is what you did.

〔作 用〕[Work]

越流管の越流堰部が水面上少なくとも5〜10cmとなるよ
う固定し、上部から帽函状の集水トラフで覆い、集水ト
ラフの外周板は水面下少なくとも10〜15cmの位置まで浸
漬させ、サイフォンを形成して排水する。
Fix the overflow weir of the overflow pipe so that it is at least 5-10 cm above the water surface, cover it with a cap box-shaped water collection trough from above, and dip the outer peripheral plate of the water collection trough to at least 10-15 cm below the water surface. To form a siphon and drain it.

集水トラフの下部にはトラフ外径寸法と同等以上の大き
さの水流ガイド板を設け、トラフ内への上澄水の流入が
横方向からとなるようガイドする。
A water flow guide plate having a size equal to or larger than the outer diameter of the trough is provided at the lower part of the collection trough to guide the inflow of the clear water into the trough from the lateral direction.

〔実施例〕〔Example〕

以下本発明を図示の実施例にもとづいて説明する。 The present invention will be described below with reference to the illustrated embodiments.

図において1は回分式活性汚泥法にて廃水を処理する処
理層で、この所要容積を有する処理層1内に水位変動に
追従して昇降する曝気装置2を設ける。この曝気装置2
は水位変動に対して昇降する1乃至複数個のフロート3,
3,3を曝気装置のフレーム4に固定し、このフレーム4
に曝気機5とフロート全体の重心位置もしくは重心位置
近傍になるようにして帽函状の集水トラフ6とを設け、
このフロート3にて曝気装置2の全体は水位変動しても
常に水面上に浮遊するようになす。
In the figure, 1 is a treatment layer for treating wastewater by the batch activated sludge method, and an aeration device 2 which moves up and down in response to fluctuations in water level is provided in the treatment layer 1 having this required volume. This aeration device 2
Is one or more floats 3, which rises and falls in response to fluctuations in water level,
3 and 3 are fixed to the frame 4 of the aerator, and this frame 4
Is provided with an aerator 5 and a cap box-shaped water collecting trough 6 which is located at or near the center of gravity of the entire float,
With the float 3, the entire aeration device 2 is always floated on the water surface even if the water level changes.

この曝気機5は各種のものが採用され、図示のものに限
定されることはない。図示の曝気機5は自吸式のもの
で、中空状の筒状カバー51内に駆動軸52を貫通させ、カ
バー外で、かつ常に水面下所定位置にある撹拌羽根53を
上記軸端に固定し、この軸の一端水面上にモータ54を設
け、このモータにて撹拌羽根53を回動させ、廃水を撹拌
する時、撹拌液中に生じる負圧を利用してカバー内ある
いは中空状の駆動軸52内を経て水面上の空気もしくはガ
スを吸引し液中に吹き込むものである。フレーム4に設
けるフロート3は、その材質、形状、設置個数に制限さ
れるものでなく曝気機5を備えた曝気装置2が水面上に
安定し浮上しているようになす。
Various types of aeration machines 5 are adopted, and the aeration machine 5 is not limited to the illustrated one. The illustrated aerator 5 is a self-priming type, in which a drive shaft 52 is penetrated into a hollow cylindrical cover 51, and a stirring blade 53 outside the cover and always at a predetermined position below the water surface is fixed to the shaft end. Then, a motor 54 is provided on one end of the water surface of this shaft, and when the stirring blade 53 is rotated by this motor to stir the waste water, the negative pressure generated in the stirring liquid is used to drive the inside of the cover or the hollow shape. Air or gas on the water surface is sucked through the shaft 52 and blown into the liquid. The float 3 provided on the frame 4 is not limited to its material, shape, and number of installations, and the aeration device 2 including the aerator 5 is made to stably float above the water surface.

また処理層1の上部には架台Fを設け、この架台Fと槽
底間に1又は複数本のガイドロッドG,Gを架設し、この
ガイドロッドGに前記曝気装置2のフレーム4の一部例
えばフレーム4に突設したホルダーHを嵌挿支持させ、
曝気装置2が変動水位に追従して昇降しても処理槽1内
の所定位置にて支持されるようになす。
Further, a gantry F is provided on the upper part of the treatment layer 1, and one or a plurality of guide rods G, G are erected between the gantry F and the bottom of the tank, and the guide rod G is part of the frame 4 of the aeration device 2. For example, by inserting and supporting a holder H protruding from the frame 4,
Even if the aeration device 2 moves up and down following the fluctuating water level, it is supported at a predetermined position in the processing tank 1.

集水トラフ6は帽函状をしており、伸縮屈伸可能なフレ
キシブルチューブ状の排水管7の上部に配設し、この排
水管7の下端は処理槽1の外部へ排水可能なように配設
された固定式の排水管8に接続される。帽函状の集水ト
ラフ6内には伸縮式排水管7の上端に一体に設けた直管
状の越流管9を挿入し、かつこの越流管9の越流堰部が
水面上少なくとも5〜10cmとなるようステーSを介して
上記集水トラフ6に固定され、この集水トラフ6と液流
管9及び集水トラフ6とフレーム4とはそれぞれ固定さ
れる。そしてこの集水トラフ6はコップを上下逆にした
帽函状で、その外周板下端は水面下10〜15cm程度浸漬す
るように固定し、これにより上澄水の排水は集水トラフ
6の外周板下端縁を越流し、集水トラフ6内にてしかも
水面より5〜10cm上位にて開口した越流管上端より排水
管内へ排水され、水面なスカムが浮いていても水面から
10cm以下の水深から集水してスカムを巻き込まないよう
にするものである。
The water collecting trough 6 has a cap box shape, and is arranged on the upper part of a flexible tube-shaped drain pipe 7 that can be expanded and contracted, and the lower end of this drain pipe 7 is arranged so that it can be discharged to the outside of the treatment tank 1. It is connected to the fixed drainage pipe 8 provided. A straight tubular overflow pipe 9 integrally provided at the upper end of the telescopic drainage pipe 7 is inserted into the cap box-shaped water collection trough 6, and the overflow weir portion of the overflow pipe 9 is at least 5 on the water surface. It is fixed to the water collection trough 6 via the stay S so as to be about 10 cm, and the water collection trough 6, the liquid flow pipe 9, and the water collection trough 6 and the frame 4 are fixed, respectively. The water collecting trough 6 has a cap box shape with an upside down cup, and the lower end of the outer peripheral plate is fixed so as to be immersed about 10 to 15 cm below the water surface. Over the lower edge, drained into the drainage pipe from the upper end of the overflow pipe that opens in the water collection trough 6 and 5 to 10 cm above the water surface, even if the scum floating on the water surface
It collects water from a depth of 10 cm or less to prevent the scum from getting caught.

また伸縮式排水管7は水位変動に追従して伸縮するが、
この場合円滑にかつ正確に行えるようにガイド装置10が
備えられる。
Also, the telescopic drainage pipe 7 expands and contracts following the water level fluctuation,
In this case, the guide device 10 is provided so that it can be smoothly and accurately performed.

さらに上記集水トラフ6の下部にはトラフ外径寸法と同
等もしくはそれ以上の大きさを有する水流ガイド板11を
ほぼ水平になるようにして越流管9又は排水管7の外周
に設けて一体とする。このとき水流ガイド板11と集水ト
ラフ外周板下端縁との間は上澄水が排水時流水できる適
当な間隔が設けられる。
Further, a water flow guide plate 11 having a size equal to or larger than the outer diameter of the trough is provided in the lower part of the water collecting trough 6 so as to be substantially horizontal and is provided integrally with the outer circumference of the overflow pipe 9 or the drain pipe 7. And At this time, an appropriate gap is provided between the water flow guide plate 11 and the lower edge of the outer peripheral plate of the water collecting trough so that the supernatant water can flow during drainage.

また前記集水トラフ6には上澄水排水時、該トラフ内を
負圧にしてトラフ内水位を処理槽内水位より上昇させ、
越流管9よりサイフォン現象にて越流排水するための排
水制御回路12が設けられる。
When the supernatant water is drained to the water collection trough 6, a negative pressure is applied to the trough to raise the water level in the trough above the water level in the treatment tank.
A drain control circuit 12 is provided for draining overflow from the overflow pipe 9 by siphoning.

次に上述の如く構成したる装置の作動について説明す
る。
Next, the operation of the device configured as described above will be described.

処理槽内に流入せしめた廃水(原水)を回分式活性汚泥
法にて処理するには、まず曝気機5を運転し、撹拌羽根
53の回動にて原水中に生じる負圧を利用し空気を微細化
して水中に吹き込みつつ撹拌して所望の曝気を行なう。
このとき越流管9の液流堰部が水面上5〜10cmとなるよ
うにして、しかもその上部から帽函状の集水トラフ6を
覆うようにしているので、曝気工程では浮遊する汚泥が
越流管内に流れ込むのを防止できる。すなわち処理水に
汚泥が混入するのを防止できる。
To treat the wastewater (raw water) that has flowed into the treatment tank by the batch activated sludge method, first operate the aerator 5 and stirrer blades.
The negative pressure generated in the raw water by the rotation of 53 is used to atomize the air, and the air is blown into the water while stirring to achieve the desired aeration.
At this time, the overflow weir of the overflow pipe 9 is set to 5 to 10 cm above the water surface, and the cap trough-shaped water collecting trough 6 is covered from above, so that floating sludge is generated in the aeration process. It can be prevented from flowing into the overflow pipe. That is, it is possible to prevent the sludge from mixing into the treated water.

回分式活性汚泥法の処理が終了し、汚泥分を沈澱させた
後、上澄水を排水する場合、集水トラフ内を排気するこ
とにより負圧にすると、トラフ内の水位は上昇し、越流
管上端より越流し、排水されると共にサイフォン現象に
より連続的に排水される。
When the batch activated sludge process has been completed and the sludge has been settled and the supernatant water is drained, if the negative pressure is created by exhausting the water inside the collection trough, the water level in the trough will rise and the overflow will occur. It overflows from the upper end of the pipe and is drained as well as continuously drained by the siphon phenomenon.

この上澄水の排水工程において排水にともない水位の低
下に追従して水面上に浮遊している曝気装置2も低下す
る。そして汚泥の界面位置に達し、汚泥界面が水流ガイ
ド板下方の近傍となってもこの水流ガイド板11により排
水時の汚泥の巻き上げ、巻き込みを防止し、上澄水のみ
の排水が行なえる。
In the process of draining the clear water, the aeration device 2 floating on the water surface also follows the drop of the water level with the drainage. Then, even when the sludge interface position is reached and the sludge interface is near the lower part of the water flow guide plate, the water flow guide plate 11 prevents the sludge from being rolled up and entrained during drainage, and only the supernatant water can be drained.

さらには排水時、水面にスカムが浮遊していても水面か
ら10cm以下の水深から集水排水しているのでスカムを巻
き込むことがない。
Furthermore, when draining water, even if scum floats on the water surface, the water is collected and drained from a depth of 10 cm or less from the water surface, so the scum will not be involved.

〔発明の効果〕〔The invention's effect〕

本発明によるときは、越流管の上部を帽函状の集水トラ
フで覆い、サイフォンを形成して排水するようになして
いるため、曝気工程において、浮遊する汚泥が越流管に
流入するおそれがない。
According to the present invention, the upper part of the overflow pipe is covered with a cap box-shaped water collecting trough to form a siphon so as to drain water. Therefore, in the aeration process, floating sludge flows into the overflow pipe. There is no fear.

また、集水トラフの下部にはトラフ外径寸法と同等以上
の大きさの水流ガイド板を設け、トラフ内への上澄水の
流入が横方向からとなるようガイドしているので、汚泥
の界面が水流ガイド下部の近傍にあっても排水時に汚泥
の巻き上げ、巻き込みを防止できる。
In addition, a water flow guide plate with a size equal to or larger than the outer diameter of the trough is provided at the bottom of the water collection trough to guide the inflow of clear water into the trough from the lateral direction. Even if is near the lower part of the water flow guide, it is possible to prevent the sludge from being rolled up and caught during drainage.

さらに集水トラフの外周板を浸漬させているので、水面
にスカムが浮いていても水面のスカムの巻き込みを防止
できる。
Further, since the outer peripheral plate of the water collecting trough is immersed, even if the scum floats on the water surface, it is possible to prevent the scum from being caught on the water surface.

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

図面は本発明の実施例を示し、第1図は縦断正面図、第
2図は縦断側面図、第3図は平面図、第4図は集水トラ
フの説明図、第5図は同横断面図である。 1は処理槽、2は曝気装置、3はフロート、4はフレー
ム、5は曝気機、6は集水トラフ、7は排水管、11は水
流ガイド板、12は排水制御回路。
Drawing shows an embodiment of the present invention, Fig. 1 is a vertical sectional front view, Fig. 2 is a vertical sectional side view, Fig. 3 is a plan view, Fig. 4 is an explanatory view of a water collecting trough, and Fig. 5 is the same cross section. It is a side view. 1 is a treatment tank, 2 is an aeration device, 3 is a float, 4 is a frame, 5 is an aerator, 6 is a water collecting trough, 7 is a drain pipe, 11 is a water flow guide plate, and 12 is a drainage control circuit.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】処理槽内の水位変動に対し追従して昇降す
るようにフロートを曝気機及び伸縮式の排水管を接続し
た帽函状の集水トラフに設けた廃水処理における上澄水
排出装置において、集水トラフの下部にはトラフ外径寸
法と同等以上の大きさの水流ガイド板を設け、トラフ内
への上澄水の流入が横方向からとなるようガイドするよ
うになしたことを特徴とする廃水処理における上澄水排
出装置。
1. A supernatant discharge device for wastewater treatment in a cap water collecting trough provided with a float connected to an aerator and a telescopic drainage pipe so that the float moves up and down in response to fluctuations in water level in the treatment tank. At the bottom of the water collecting trough, a water flow guide plate with a size equal to or larger than the outer diameter of the trough is provided to guide the inflow of clear water into the trough from the lateral direction. Clear water discharge device for wastewater treatment.
JP63175357A 1988-07-13 1988-07-13 Clear water discharge device in wastewater treatment Expired - Lifetime JPH0688032B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63175357A JPH0688032B2 (en) 1988-07-13 1988-07-13 Clear water discharge device in wastewater treatment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63175357A JPH0688032B2 (en) 1988-07-13 1988-07-13 Clear water discharge device in wastewater treatment

Publications (2)

Publication Number Publication Date
JPH0226695A JPH0226695A (en) 1990-01-29
JPH0688032B2 true JPH0688032B2 (en) 1994-11-09

Family

ID=15994659

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63175357A Expired - Lifetime JPH0688032B2 (en) 1988-07-13 1988-07-13 Clear water discharge device in wastewater treatment

Country Status (1)

Country Link
JP (1) JPH0688032B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6183500U (en) * 1984-11-05 1986-06-02
JPH0188706U (en) * 1987-12-01 1989-06-12

Also Published As

Publication number Publication date
JPH0226695A (en) 1990-01-29

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