JPH07171591A - Aeration device and operation thereof - Google Patents

Aeration device and operation thereof

Info

Publication number
JPH07171591A
JPH07171591A JP2713792A JP2713792A JPH07171591A JP H07171591 A JPH07171591 A JP H07171591A JP 2713792 A JP2713792 A JP 2713792A JP 2713792 A JP2713792 A JP 2713792A JP H07171591 A JPH07171591 A JP H07171591A
Authority
JP
Japan
Prior art keywords
aerator
screw
aeration
stirring
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.)
Granted
Application number
JP2713792A
Other languages
Japanese (ja)
Other versions
JP2966993B2 (en
Inventor
Akira Yoneda
晃 米田
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 JP2713792A priority Critical patent/JP2966993B2/en
Publication of JPH07171591A publication Critical patent/JPH07171591A/en
Application granted granted Critical
Publication of JP2966993B2 publication Critical patent/JP2966993B2/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

  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Abstract

PURPOSE:To enable both of aerobic stirring and anaerobic stirring without lowering stirring efficiency by forming a distributing plate preventing surface waves generated on the surface of the water and selecting the normal and reverse rotations of an aerator. CONSTITUTION:At the time of aeration, the screw 23 of an aerator 2 is normally rotated to perform aeration and an ascending stream is generated to generate a circulating stream in an aeration tank. The ascending stream is diffused in the direction opposite to the aerator 2 along the surface of the water by the distributing plate 3 disposed at the upper water surface position of the aerator 2. Therefore, air bubbles discharged into sewage are circulated within the tank while carried by stirring streams and the generation of surface waves is prevented and aerating stirring efficiency is enhanced. At the time of anaerobic operation, the screw 23 is reversely rotated to generate a descending stream to perform only the stirring of sewage in the tank. By this constitution, both of aerobic stirring and anaerobic stirring can be performed without lowering stirring efficiency.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は正逆回転の可能な自吸式
曝気機と整流板を用いて曝気機の運転制御により好気撹
拌と嫌気撹拌とを選択的に行って効率的な汚水の処理を
行うようになした曝気装置及びその運転方法に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention uses a self-priming aerator capable of forward and reverse rotation and a rectifying plate to selectively perform aerobic and anaerobic agitation by controlling the operation of the aerator for efficient sewage treatment. The present invention relates to an aeration device adapted to carry out the above process and its operating method.

【0002】[0002]

【従来の技術】汚水を処理する場合、曝気槽内にて好気
(曝気)撹拌と嫌気撹拌とを交互に行うことが硝化脱窒
を行うに有効であることが周知となっている。しかし従
来、曝気槽に設置される撹拌機または曝気機は好気運転
時においても嫌気運転時においてもスクリューの回転方
向は同一となるようにしている。
2. Description of the Related Art When treating sewage, it is well known that alternating aerobic (aeration) stirring and anaerobic stirring in an aeration tank is effective for nitrifying and denitrifying. However, conventionally, the agitator or aerator installed in the aeration tank has the same screw rotation direction during aerobic and anaerobic operation.

【0003】[0003]

【発明が解決しようとする課題】好気・嫌気運転ともス
クリューの回転方向が同一方向である場合、しかも一般
に好気運転時、スクリューにより汚水の撹拌水流は下向
流となっている。曝気による気泡はスクリューの回動に
て下向水流に混合されるが、この気泡には浮力が作用
し、そのエアリフト力は0.3m/秒となる。この気泡
のエアリフト力はスクュー推力方向(下向水流)と相反
するものとなり、下向水流速を弱めるので、このエアリ
フト力に打ち勝つ下向流速を得る必要があり、一般に1
〜2m/秒の流速を得るよう曝気機に撹拌している。こ
のため多大な出力の損失となるだけではなく、深層曝気
槽では槽底部まで十分に撹拌曝気を行うことができな
い。
When the screw rotates in the same direction in both aerobic and anaerobic operation, and generally during aerobic operation, the agitated water flow of the sewage is downward due to the screw. The air bubbles caused by aeration are mixed with the downward flow of water by the rotation of the screw, but buoyancy acts on the air bubbles, resulting in an air lift force of 0.3 m / sec. The air lift force of this bubble is in opposition to the direction of the thrust force (downward water flow) and weakens the downward water flow velocity. Therefore, it is necessary to obtain a downward flow velocity that overcomes this air lift force.
The aerator is agitated to obtain a flow rate of ~ 2 m / sec. For this reason, not only a large loss of output occurs, but also in the deep aeration tank, it is not possible to sufficiently perform aeration with stirring up to the bottom of the tank.

【0004】さらにスクリューの回動を上向流が発生す
る方向にするならば、曝気機上方の水面に波(表面波)
が発生し、この表面波の抵抗も加算され、撹拌効力が悪
化する。
Further, if the rotation of the screw is set in the direction in which the upward flow is generated, a wave (surface wave) is generated on the water surface above the aerator.
Occurs, the resistance of this surface wave is also added, and the stirring effect deteriorates.

【0005】本発明は曝気機の設置位置を所定位置と
し、スクリューの回転方向を制御し、かつ整流板を用い
ることによって撹拌効率を低下させることなく、好気・
嫌気、両撹拌を行うことを目的とする。
According to the present invention, the aerator is installed at a predetermined position, the rotation direction of the screw is controlled, and a straightening plate is used to reduce agitation efficiency without agitation.
Anaerobic, aiming to carry out both stirring.

【0006】[0006]

【課題を解決するための手段】本発明は上記目的を達成
するためになしたもので、所要の大きさ・容量を有する
曝気槽の一側内面に沿って垂直方向に設ける曝気機と、
この曝気機の上方に配設され、かつスクリューの回動に
より水面に発生する表面波を防止する整流板とよりな
り、曝気機の正逆転を選択可能とすると共に、曝気運転
時、スクリューにより上向流を発生するようになしたこ
とを要旨とする。
SUMMARY OF THE INVENTION The present invention has been made to achieve the above object, and includes an aerator which has a required size and capacity and which is provided vertically along one inner surface of one side of an aeration tank.
It is arranged above this aerator and consists of a straightening plate that prevents surface waves generated on the water surface by the rotation of the screw, making it possible to select forward and reverse rotation of the aerator, and to raise it by the screw during aeration operation. The point is that a countercurrent is generated.

【0007】[0007]

【作用】自吸式の曝気機を正転させることにより、曝気
されると共に上向流が発生して槽内には循環水流が発生
する。曝気機の上方水面位置に設けた整流板により上向
流を水面に沿って反曝気機側に向かって、かつ拡散され
る。このため汚水中に放出された気泡は撹拌水流に乗っ
て槽内を循環し、かつ表面波の発生が未然に防止され、
曝気撹拌効率が向上する。さらに曝機運転時、気泡によ
るエアリフト力と同方向の上向流が発生するように撹拌
するので、この気泡のエアリフト力による損失も解消さ
れ、動力の損失が防止できるものとなる。
When the self-priming aerator is rotated in the normal direction, it is aerated and an upward flow is generated to generate a circulating water flow in the tank. An upflow is diffused along the water surface toward the side opposite to the aerator by a straightening plate provided above the water surface of the aerator. For this reason, the bubbles released into the dirty water ride on the stirring water flow and circulate in the tank, and the generation of surface waves is prevented in advance.
Aeration and stirring efficiency is improved. Furthermore, during the aeration operation, since the stirring is performed so that an upward flow in the same direction as the air lift force due to the bubbles is generated, the loss due to the air lift force of the bubbles is eliminated, and the loss of power can be prevented.

【0008】[0008]

【実施例】以下、本発明曝気装置及びその運転方法を図
示の実施例に基づいて説明する。図において1は矩形、
その他の所望の形状と大きさ・深さを有する曝気槽で、
この曝気槽1の一側内面に沿ってほぼ垂直方向に曝気機
2を配設する。この曝気機2は一台のみを使用する場
合、矩形曝気槽においては図示のように一側内面のほぼ
中央部に配設されるとともに、スクリューの回動にて上
向流を発生させて好気運転する際、気泡が汚水中に可及
的に長く溜まるようにするために、スクリュー位置を水
面下より予め定めた深度となるように設定する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The aeration apparatus of the present invention and its operating method will be described below with reference to the illustrated embodiments. In the figure, 1 is a rectangle,
Aeration tank with other desired shape, size and depth,
An aerator 2 is arranged substantially vertically along the inner surface of one side of the aeration tank 1. When only one aerator 2 is used, it is arranged in the rectangular aeration tank at approximately the center of the inner surface on one side, as shown in the figure, and the upward rotation is generated by the rotation of the screw. In the air operation, the screw position is set to a predetermined depth below the surface of the water so that the bubbles can be accumulated in the dirty water as long as possible.

【0009】さらに曝気機2は大きな曝気槽においては
一台以上を使用し、均一な撹拌が効率的に行えるように
して、その設置数が定められると共に、正逆回転可能と
し、同室の曝気機2を用いて好気撹拌と嫌気撹拌とを選
択できるようになす。
Further, one or more aerators 2 are used in a large aerator tank so that uniform agitation can be efficiently performed, and the number of the aerators installed is determined, and the aerators can be rotated in the normal and reverse directions. 2 is used so that aerobic stirring and anaerobic stirring can be selected.

【0010】曝気機2はモータ21にて駆動される所要
長の中空軸22の下端にスクリュー23を固定し、この
スクリュー23の正転回動時、撹拌される汚水は上向流
が発生するように、かつ逆転時には下向流が発生するよ
うにしてスクリュー形状が適当に定められ、正転時、ス
クリュー端水域に発生する負圧にて中空軸の水面上方に
ある吸気口より吸気し、中空軸内を流下し、スクリュー
端の吐出口より水中へ放気し、曝気するようになす。こ
の場合、水中の負圧のみで自吸するが、加圧空気を供給
することも可能である。
The aerator 2 has a screw 23 fixed to the lower end of a hollow shaft 22 of a required length which is driven by a motor 21. When the screw 23 is rotated in the normal direction, the agitated wastewater causes an upward flow. In addition, the screw shape is appropriately determined so that a downward flow is generated at the time of reverse rotation, and at the time of normal rotation, the negative pressure generated in the screw end water region sucks in from the intake port above the water surface of the hollow shaft, It is made to flow down in the shaft and to be aerated by discharging air into the water from the discharge port at the end of the screw. In this case, self-priming is performed only with negative pressure in water, but it is also possible to supply pressurized air.

【0011】また曝気機2の上方位置で水面位置に整流
板3を配設する。この整流板3は図1、図3に詳示する
如くスクリューの回動にて発生する多数の気泡を混合し
た上向流が槽の水面近くで水平方向への流れに、かつス
ムーズに転向するように凹面円弧形状に屈曲され、槽内
壁側端が深く、そして先端が水平近傍で槽壁より離間す
るようにし、かつ上向流が自然と水平流となって槽全体
に拡散されるように導くものである。
A rectifying plate 3 is arranged above the aerator 2 at the water surface. As shown in detail in FIGS. 1 and 3, the flow straightening plate 3 smoothly turns the upward flow, which is a mixture of a large number of bubbles generated by the rotation of the screw, into a horizontal flow near the water surface of the tank. As shown in the figure, it is bent into a concave arc shape so that the inner wall side end is deep and the tip is separated from the tank wall in the horizontal vicinity, and the upward flow naturally becomes a horizontal flow and diffuses throughout the tank. It is a guide.

【0012】整流板3の大きさは上記目的を達成するも
のであれば、限定されるものではないが、図示の実施例
では幅よりも長さを大としたものである。
The size of the current plate 3 is not limited as long as it achieves the above object, but in the illustrated embodiment, the length is larger than the width.

【0013】したがって上述の如く構成する曝気装置を
もって好気撹拌を行うにはスクリューを正回転するよう
に曝気機を駆動する。これにより図1に示す場合におい
てスクリュー端の上端水域にはスクリュー推力にて負圧
が発生し、かつ汚水は撹拌されつつ、スクリュー羽根の
形状にしたがって上向流が発生し、かつこれに水中に吸
引放出された気泡が混合される。そしてこのエアリフト
力、スクリュー推力とによって上向流が強化されて上昇
し、上部の整流板に衝突すると、この板の湾曲面に沿っ
て自然にその流れ方向を水平に転じられると共に、四方
へ拡散される。そして反曝気槽側壁面に達すると、図示
のように次に水の流れ方向は水平より下方に転じ、下向
流となり、さらに槽底に沿って曝気機下方位置へ達し、
このように槽内の上部と下部が循環するようになる。こ
の下向流域では大きな気泡は水平方向に流下する際、大
気中へ放出されるが、微細気泡は水中に混合され、下向
流及び循環流に乗って槽内全体を循環され、深い槽底部
でも十分な撹拌と曝気が行われる。
Therefore, in order to perform aerobic agitation with the aeration device configured as described above, the aerator is driven so as to rotate the screw forward. As a result, in the case shown in FIG. 1, a negative pressure is generated by the screw thrust in the upper water area at the screw end, and the sewage is agitated, and an upward flow is generated according to the shape of the screw blades, and it is submerged in water. The bubbles that are sucked and discharged are mixed. Then, the upward flow is strengthened by the air lift force and the screw thrust and rises, and when it collides with the upper straightening plate, it naturally changes its flow direction horizontally along the curved surface of this plate and spreads in all directions. To be done. Then, when it reaches the side wall surface of the anti-aeration tank, as shown in the figure, the flow direction of water next turns downward from horizontal and becomes a downward flow, and further reaches the aerator lower position along the tank bottom,
In this way, the upper and lower parts of the tank circulate. In this downward flow area, large air bubbles are released into the atmosphere when flowing down horizontally, but fine air bubbles are mixed in water and circulated in the downward flow and circulating flow throughout the tank, resulting in a deep tank bottom. However, sufficient agitation and aeration are performed.

【0014】また嫌気撹拌とする場合はスクリューを逆
回転するように制御すれば吸気されないので、汚水の撹
拌のみが行われ、スクリュー推力により下向流が発生
し、槽底に達した流れは槽底に沿って流れの向きを変
え、次に反曝気機側壁に沿って上向流、そして水面で水
平流となり、曝気機上部に達し、このようにして汚水の
循環のみが行われる。
Further, in the case of anaerobic stirring, if the screw is controlled so as to rotate in the reverse direction, it will not be sucked in, so only the sewage will be stirred, and a downward flow will be generated by the screw thrust, and the flow that has reached the tank bottom will be The flow is redirected along the bottom, then upwards along the side wall of the anti-aerator and then horizontal at the surface of the water, reaching the upper part of the aerator, thus only circulating wastewater.

【0015】[0015]

【発明の効果】本発明によるときは所要の大きさ・容量
を有する曝気槽の一側内面に沿って垂直方向に設ける曝
気機と、この曝気機の上方に配設され、かつスクリュー
の回動により水面に発生する表面波を防止する整流板と
よりなり、曝気機の正逆転を選択可能とすると共に、曝
気運転時、スクリューにより上向流を発生するようにし
ているので、同一の曝気機の好気・嫌気、両撹拌が行
え、表面波の発生を抑制し、動力の損失を最小限とし、
かつ深い槽において全体的に均一な撹拌と曝気が行える
利点を有する。
According to the present invention, an aerator which is vertically provided along the inner surface of one side of the aeration tank having a required size and capacity, and the rotation of the screw which is arranged above the aerator. It consists of a straightening plate that prevents surface waves generated on the water surface by making it possible to select forward or reverse rotation of the aerator, and at the time of aeration operation, the screw generates an upward flow, so the same aerator Both aerobic and anaerobic, both agitation can be performed, surface wave generation is suppressed, power loss is minimized,
Moreover, there is an advantage that uniform agitation and aeration can be performed in a deep tank.

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

【図1】本発明曝気装置の断面図で、好気撹拌時を示
す。
FIG. 1 is a cross-sectional view of an aeration apparatus of the present invention, showing aerobically stirring.

【図2】同断面図で、嫌気撹拌時を示す。FIG. 2 is a cross-sectional view showing the state during anaerobic stirring.

【図3】同平面図である。FIG. 3 is a plan view of the same.

【図4】整流板を使用しない実施例の説明図である。FIG. 4 is an explanatory diagram of an embodiment that does not use a current plate.

【符号の説明】[Explanation of symbols]

1 曝気槽 2 曝気機 23 スクリュー 3 整流板 1 aeration tank 2 aerator 23 screw 3 straightening plate

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 所要の大きさ・容量を有する曝気槽の一
側内面に沿って垂直方向に設ける曝気機と、この曝気機
の上方に配設され、かつスクリューの回動により水面に
発生する表面波を防止する整流板とよりなり、曝気機の
正逆転を選択可能とすると共に、曝気運転時、スクリュ
ーにより上向流を発生するようになしたことを特徴とす
る曝気装置。
1. An aerator having a required size and capacity provided vertically along one inner surface of an aeration tank, and an aerator disposed above the aerator and generated on the water surface by the rotation of a screw. An aeration device comprising a rectifying plate for preventing surface waves, which allows the forward and reverse rotation of the aerator to be selected, and an upward flow is generated by a screw during aeration operation.
【請求項2】 曝気槽の一側内面に正逆回転可能な曝気
機と、この曝気機上方水面位置に整流板とを設け、曝気
時、曝気機を正回転させてスクリューの回転にて発生す
るスクリュー端水域の負圧にて空気を自吸し、スクリュ
ーにて発生する上向流水中に放気せしめて曝気しつつ、
整流板の作用にて表面波の発生を防止して循環水流を効
率的に利用して槽内全体の曝気撹拌を行うと共に、嫌気
運転時、曝気機を正回転させて下向水流を発生させて槽
内の汚水の撹拌のみを行うようになしたことを特徴とす
る曝気装置の運転方法。
2. An aerator capable of rotating in the normal and reverse directions on an inner surface of one side of the aeration tank and a rectifying plate at a water surface position above the aerator, and when the aeration is performed, the aerator is normally rotated to generate by rotation of a screw. While sucking air by the negative pressure of the screw end water area to aerate by aerating the upward flowing water generated by the screw,
The function of the rectifying plate prevents the generation of surface waves and efficiently uses the circulating water flow to aerate and agitate the entire tank, and during anaerobic operation, the aerator is rotated forward to generate a downward water flow. The method of operating an aeration device is characterized in that only the waste water in the tank is stirred.
JP2713792A 1992-01-17 1992-01-17 Aeration apparatus and operation method thereof Expired - Fee Related JP2966993B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2713792A JP2966993B2 (en) 1992-01-17 1992-01-17 Aeration apparatus and operation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2713792A JP2966993B2 (en) 1992-01-17 1992-01-17 Aeration apparatus and operation method thereof

Publications (2)

Publication Number Publication Date
JPH07171591A true JPH07171591A (en) 1995-07-11
JP2966993B2 JP2966993B2 (en) 1999-10-25

Family

ID=12212667

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2713792A Expired - Fee Related JP2966993B2 (en) 1992-01-17 1992-01-17 Aeration apparatus and operation method thereof

Country Status (1)

Country Link
JP (1) JP2966993B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008284421A (en) * 2007-05-15 2008-11-27 Jfe Engineering Kk Agitation reaction tank having rectangular shape
JP2009000582A (en) * 2007-06-19 2009-01-08 Jfe Engineering Kk Endless channel
JP2012152748A (en) * 2012-04-10 2012-08-16 Kobelco Eco-Solutions Co Ltd Biological treatment method and biological treatment apparatus
CN104261560A (en) * 2014-09-17 2015-01-07 天津金禹天环保科技有限公司 River course sewage purification system
JP2015024369A (en) * 2013-07-26 2015-02-05 株式会社クボタ Aerobic-cum-anaerobic reaction tank and operation method of the same
JP2015054255A (en) * 2013-09-10 2015-03-23 株式会社クボタ Reaction tank for aerobic-anaerobic use and method for driving the same
CN115304162A (en) * 2022-08-17 2022-11-08 武汉东碧环保科技有限公司 Rural domestic sewage treatment device and sewage treatment method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008284421A (en) * 2007-05-15 2008-11-27 Jfe Engineering Kk Agitation reaction tank having rectangular shape
JP2009000582A (en) * 2007-06-19 2009-01-08 Jfe Engineering Kk Endless channel
JP2012152748A (en) * 2012-04-10 2012-08-16 Kobelco Eco-Solutions Co Ltd Biological treatment method and biological treatment apparatus
JP2015024369A (en) * 2013-07-26 2015-02-05 株式会社クボタ Aerobic-cum-anaerobic reaction tank and operation method of the same
JP2015054255A (en) * 2013-09-10 2015-03-23 株式会社クボタ Reaction tank for aerobic-anaerobic use and method for driving the same
CN104261560A (en) * 2014-09-17 2015-01-07 天津金禹天环保科技有限公司 River course sewage purification system
CN115304162A (en) * 2022-08-17 2022-11-08 武汉东碧环保科技有限公司 Rural domestic sewage treatment device and sewage treatment method
CN115304162B (en) * 2022-08-17 2023-06-02 武汉东碧环保科技有限公司 Rural domestic sewage treatment device and sewage treatment method

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