JPH02245291A - Operation of aerator - Google Patents

Operation of aerator

Info

Publication number
JPH02245291A
JPH02245291A JP1065170A JP6517089A JPH02245291A JP H02245291 A JPH02245291 A JP H02245291A JP 1065170 A JP1065170 A JP 1065170A JP 6517089 A JP6517089 A JP 6517089A JP H02245291 A JPH02245291 A JP H02245291A
Authority
JP
Japan
Prior art keywords
scum
aeration
sewage
water level
crushing
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
JP1065170A
Other languages
Japanese (ja)
Other versions
JPH0585237B2 (en
Inventor
Iwao Fujii
藤井 巌
Atsuo Hirai
平井 敦夫
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 JP1065170A priority Critical patent/JPH02245291A/en
Publication of JPH02245291A publication Critical patent/JPH02245291A/en
Publication of JPH0585237B2 publication Critical patent/JPH0585237B2/ja
Granted legal-status Critical Current

Links

Classifications

    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00—Technologies for wastewater treatment
    • Y02W10/10—Biological treatment of water, waste water, or sewage

Landscapes

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

Abstract

PURPOSE:To carry out efficient operation in the aerator, in which sewage is agitated and aerated, by detecting the amt. of scum on the water surface and water level to control the air supply and selecting between the scum crushing priority operation and aeration priority operation. CONSTITUTION:The aerator 2 is set on a rack 3 at the bottom of a sewage storage pit 1. The aerator 2 is formed by an impeller 22 to be driven by a submergible motor 21, an air pipe 23 and a flow straightening cylinder 28. The rotating shaft of the motor 21 is hollowed, air is sucked from the air pipe 23 opened over the water surface at all times and discharged into the cylinder 28 to aerate the sewage sucked from a suction port 29, and the sewage is discharged from a discharge port 30 and circulated in the pit 1. While less than a specified amt. of scum is present on the sewage surface, aeration priority operation is continued, and the water is discharged by a pump (not shown in the figure). When the water level is lowered below a specified value or the scum amt. is increased, aeration is stopped, the scum is strongly sucked into the cylinder 28, and scum crushing priority operation is carried out. Consequently, aeration and scum crushing are carried out efficiently and continuously.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明はスカム未検知の場合において曝気を、スカム検
知においては曝気装置への通気停止等を行なって浮遊ス
カムを吸引破砕し、汚水の効率的曝気とスカム除去を行
なう方法に間するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention performs aeration when scum is not detected, and stops ventilation to the aeration device when scum is detected to suction and crush floating scum, thereby increasing the efficiency of wastewater. This is a method for performing targeted aeration and scum removal.

〔従来の技術〕[Conventional technology]

ビルの地下層に設けた汚廃水を一時的に貯留し、曝気処
理しつつポンプアップして排水するビルビットやポンプ
井においては汚水を攪拌曝気する装置が設置されている
。そしてこの曝気装置は連続的に曝気運転している。
Equipment for agitating and aerating the wastewater is installed in building bits and pump wells where wastewater is temporarily stored in the basement of buildings and pumped up and drained while being aerated. This aeration device is in continuous aeration operation.

〔発明が解決しようとする!!!1) モータにて回転駆動される羽根にて汚水を吸い込み、羽
根の先端又は吐出管の一部に発生する負圧を利用して通
気管から空気を導入、曝気すると共に、汚水面上に浮遊
するスカムも吸い込んでこれを破砕するようにしている
。
[Invention tries to solve! ! ! 1) Sewage is sucked in by a blade rotated by a motor, and air is introduced from the ventilation pipe using the negative pressure generated at the tip of the blade or part of the discharge pipe to aerate and float on the surface of the wastewater. It also sucks up the scum and crushes it.

従ってスカム吸引に必要な曝気装置ケーシング内への表
面汚水流入速度を一定限度以上にする必要がある。しか
し高水位の時には、この必要以上の流入速度を得ること
が困難である。又水面全域のスカムを線機に吸い込むた
めにはビット内壁等を利用してビット内に旋回流を発生
させ、スカムをスカム吸入口近傍に導く必要がある。し
かし通気量を制限せずに行なう曝気運転時においてはビ
ット内に発生する旋回流が不十分なためコーナ部にスカ
ムが滞留し、成長する欠点がある。
Therefore, it is necessary to increase the flow rate of surface wastewater into the aerator casing, which is necessary for scum suction, to be above a certain limit. However, when the water level is high, it is difficult to obtain an inflow velocity higher than necessary. In addition, in order to suck scum from all over the water surface into the line machine, it is necessary to generate a swirling flow within the bit using the inner wall of the bit, etc., and guide the scum to the vicinity of the scum suction port. However, during aeration operation without restricting the amount of ventilation, there is a drawback that scum accumulates and grows in the corners because the swirling flow generated within the bit is insufficient.

本発明ではこの浮遊スカムの発生の有無を検知して同一
の曝気装置の運転を曝気重点運転とスカム破砕重点運転
とに選択的に切り換えて行ない、上述の如き欠点を解決
することを目的とする。
The present invention aims to solve the above-mentioned drawbacks by detecting the presence or absence of floating scum and selectively switching the operation of the same aeration device between an aeration intensive operation and a scum crushing intensive operation. .

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

曝気装置に浮遊スカムを破砕する能力を備え、かつ汚水
面上にスカムの所定量以上の発生を検知したとき、通気
を制限して曝気重点運転を停止すると共に、浮遊スカム
を吸引して破砕するスカム破砕重点運転に選択的に切り
換える。
The aeration equipment is equipped with the ability to crush floating scum, and when it detects that more than a predetermined amount of scum has occurred on the wastewater surface, it restricts ventilation and stops the aeration intensive operation, and also suctions and crushes the floating scum. Selectively switch to scum crushing focused operation.

〔実施例〕〔Example〕

以下本発明曝気装置の運転方法を図示の実施例にもとづ
いて説明する。
The method of operating the aeration system of the present invention will be explained below based on the illustrated embodiment.

図において1はビルビット、ポンプ井なと汚水を処理す
るために一時的に貯留する槽(以下汚水処理槽という)
で、この汚水処理槽lの底祁に曝気v4置2を直接設置
するかもしくは架台3を介して設置する。
In the figure, 1 is a building bit, a pump well, and a tank that temporarily stores wastewater for treatment (hereinafter referred to as a sewage treatment tank).
At the bottom of this sewage treatment tank 1, an aeration unit 2 is installed either directly or via a pedestal 3.

この曝気装置2は各種機構のものを採用することができ
るが、図示の実施例では第2図に示すように水中モータ
21と、攪拌羽根22と、モータ軸の反出力側に設けた
通気管23と、整流筒28とよりなっている。
This aeration device 2 can adopt various types of mechanisms, but in the illustrated embodiment, as shown in FIG. 23 and a rectifying tube 28.

水中モータ21は油圧式、電動式その他の動力源にて駆
動されるもので、この水中モータ21の中空状のモータ
軸24に同様に中空状の攪拌羽根軸25を直結固定する
。攪拌羽根22は中空状の軸25の外周に螺旋状その他
曝気に適した形状を有する攪拌羽根本体26を一体に設
けて形成する。
The underwater motor 21 is driven by a hydraulic, electric or other power source, and a similarly hollow stirring blade shaft 25 is directly connected and fixed to a hollow motor shaft 24 of the underwater motor 21. The stirring blade 22 is formed by integrally providing a stirring blade base body 26 having a spiral shape or other shape suitable for aeration around the outer periphery of a hollow shaft 25.

そして前記水中モータ21のモータ軸24には所要の断
面積を有する通気孔27を穿設した中空状とし、該モー
タ軸内を通気可能とすると共に、この水中モータ軸24
の反出力側すなわち反攪拌羽根側に通気管23を連設し
、通気管23の先端を常に水面より上方位置にあるよう
に配設し、この通気管23を経てモータ軸の通気孔27
と導通させ、かつこのモータ軸内より攪拌羽根軸内を通
気可能とするものである。また前記攪拌羽根22は整流
1!I2B (ドラフトチューブ)内に収納し、この!
1流筒28は上端をラッパ状に拡開した吸込口29とし
、撹拌羽根の長軸方向に開口した吹出口30を形成し、
攪拌羽根の回動にて吸込口29より汚水を整流筒を吸引
し、羽根にて微細化され、水中に攪拌放出される。勿論
該羽根にて水も攪拌され、これにより曝気が行なわれる
。この時、汚水は整流筒28の吸込口29より吸い込ま
れ、吹出口より吐出され、汚水は槽内を循環する。
The motor shaft 24 of the underwater motor 21 is made hollow with a ventilation hole 27 having a required cross-sectional area, so that the inside of the motor shaft can be ventilated, and the underwater motor shaft 24
A ventilation pipe 23 is connected to the opposite output side, that is, the side opposite to the stirring blade, and the tip of the ventilation pipe 23 is always located above the water surface.
This allows the stirring blade shaft to be ventilated from the inside of the motor shaft. Further, the stirring blade 22 has rectification 1! Stored in I2B (draft tube), this!
The first flow cylinder 28 has a suction port 29 widened in a trumpet shape at the upper end, and a blowout port 30 opened in the longitudinal direction of the stirring blade.
As the agitating blade rotates, wastewater is sucked into the rectifying cylinder through the suction port 29, atomized by the blade, and stirred and discharged into the water. Of course, the water is also stirred by the blades, and aeration is thereby performed. At this time, the sewage is sucked in through the suction port 29 of the straightening tube 28 and discharged from the outlet, and the sewage circulates within the tank.

このrs気重点運転は汚水面にスカムが予め定めた以上
発生していない時、曝気装置2の運転により上述のよう
に行なわれる。この曝気重点運転時、通気パルプは間か
れ、汚水中に空気が自吸されて曝気が1テなわれる。こ
の曝気重点運転を所定時間待なった後、曝気重点運転を
停止して排水ポンプを駆動して曝気後の汚水を排水せし
めるか、曝気重点運転と排水とを併用する。
This RS air intensive operation is carried out as described above by operating the aeration device 2 when scum is not generated on the waste water surface more than a predetermined amount. During this aeration-intensive operation, the aeration pulp is removed, air is self-suctioned into the wastewater, and aeration is produced once. After waiting for this intensive aeration operation for a predetermined time, the intensive aeration operation is stopped and the drainage pump is driven to drain the aerated wastewater, or the aeration intensive operation and drainage are used together.

そして水面上に発生するスカム量が予め定めた量以上に
達したことを検知すると曝気装置への通気は制限され、
曝気機内へのスカム吸引力は増加し、ビット内旋回流も
増大するので固形化し始めた浮遊スカムは整流筒内に吸
引され、攪拌羽根にて破砕され、汚水と共に再び槽内に
吐出され水中にQfiし、ポンプに吸い込まれ槽外に排
出される。このように通気を制限して曝気装rIjL−
を運転すると曝気重点運転からスカム破砕重点運転へ切
り換えられるものである。
When it is detected that the amount of scum generated on the water surface has reached a predetermined amount or more, the ventilation to the aeration device is restricted.
As the scum suction force into the aerator increases and the swirling flow inside the bit also increases, the floating scum that has begun to solidify is sucked into the straightening cylinder, crushed by the stirring blades, and discharged into the tank together with the wastewater again into the water. Qfi and is sucked into the pump and discharged outside the tank. By restricting ventilation in this way, the aeration system rIjL-
When operated, it switches from aeration focused operation to scum crushing focused operation.

又、スカム吸引破砕の他の方法としてピット内水位を低
水位に保つことによりスカム吸引機能を高める方法もあ
る。即ち水面に浮いたスカムを効率よく吸引するために
はうすが生じる水位とすることが必要であるが、図3に
示すように渦の発生確率は通気の停止で高くなる他、低
水位でも高くなり従って通気を継続したままでの低水位
の維持でも、スカムの吸引機能を高めることは可能であ
る。通気停止と低水位維持が効率的であることは勿論の
ことである。尚、低水位の維持は排水ポンプの低水位検
知後の頻繁な運転で可能である。
In addition, as another method of suctioning and crushing scum, there is a method of increasing the scum suction function by keeping the water level in the pit at a low level. In other words, in order to efficiently suck up the scum floating on the water surface, it is necessary to set the water level to a level where a thin vortex occurs, but as shown in Figure 3, the probability of vortex generation increases when ventilation is stopped, and it also increases even at low water levels. Therefore, it is possible to improve the scum suction function even by maintaining a low water level while continuing ventilation. Of course, stopping ventilation and maintaining a low water level are efficient. Note that maintaining a low water level is possible by frequently operating the drainage pump after detecting a low water level.

又、水位それ自体の変更維持に代えて、曝気装置を昇降
させ、液面直下に配することによりみかけの水位を低く
することも可能である。
Furthermore, instead of changing and maintaining the water level itself, it is also possible to lower the apparent water level by raising and lowering the aeration device and placing it just below the liquid level.

またこのスカム発生検知手段としては直接的にテレビカ
メラ4.光センサ−5等を用いて行なう方法がある。こ
の方法を第4図に示す、このテレビカメラ4を用いる場
合、スカム面積が設定量を越えた時、あるスカム面積と
層表面積との比が設定値を越えた時をスカム検知とする
ことができる。
Also, as means for detecting the occurrence of scum, a television camera 4. There is a method using an optical sensor 5 or the like. This method is shown in FIG. 4. When using this television camera 4, scum detection can be performed when the scum area exceeds a set amount or when the ratio of a certain scum area to a layer surface area exceeds a set value. can.

また光センサ−5を用いる場合、汚水面による反射光量
が設定値より下がった場合、スカム発生検知を行なうも
ので、この場合光センサ−5は1乃至2以上用いる。
Further, when using the optical sensor 5, when the amount of light reflected by the dirty water surface falls below a set value, scum generation is detected, and in this case, one or more optical sensors 5 are used.

またスカム検知法の別の方法としてはスカム発生を間接
的に行なうものがある。これはスカム発生量は時間に比
例する場合が多く、時間経過をもフてスカムの一定量発
生と見ることができる。この原理を応用して予めスカム
発生時閉を定め曝気装置の曝気重点運転とスカム破砕重
点運転とを時間的に交互に切り換えるもので、この−例
を第5図に示す、この図において、Aは曝気運転を、B
はスカム破砕運転を示す、なおこのスカム破砕運転切換
タイミングは検知より時間管理の後でも良く、又検知後
のポンプ起動と連動させても良い。
Another scum detection method involves indirectly detecting scum. This is because the amount of scum generated is often proportional to time, and it can be considered that the amount of scum generated is a constant amount depending on the passage of time. By applying this principle, it is decided in advance to close when scum is generated, and the aeration equipment is switched alternately between the aeration intensive operation and the scum crushing intensive operation, and an example of this is shown in Fig. 5. B is for aeration operation.
indicates the scum crushing operation, and this scum crushing operation switching timing may be after time management rather than detection, or may be linked to pump activation after detection.

なお本発明による曝気装置としては第2図に示す構造の
他に、第6図番・図に示す装置においても同様の作用効
果を有するもので、その構造は限定されるものではない
。
In addition to the structure shown in FIG. 2, the aeration device according to the present invention has similar functions and effects in the device shown in FIG. 6, and its structure is not limited.

以上述べる実施例では、スカム量を検知してスカム破砕
運転への切り替え行なうものであったが、スカム破砕を
効果的に行なうためには一層位との連動が望ましく、更
には水位が低いときにのみスカム破砕運転への切り替え
を行なうことも充分に可能である。
In the embodiment described above, the scum amount is detected and the operation is switched to scum crushing operation, but in order to effectively crush the scum, it is desirable to link the operation with the first layer, and furthermore, when the water level is low, It is also fully possible to switch only to scum crushing operation.

〔発明の効果〕〔Effect of the invention〕

本発明曝気装置の運転方法は曝気装置に浮遊スカムを破
砕する能力を備え、かつ汚水面上にスカムの所定量以上
の発生を検知したとき、通気を停止して曝気重点運転を
停止すると共に、浮遊スカムを吸引して破砕するスカム
破砕重点運転にスカム発生の検知により選択的に切り換
えるようになしているため、ピット内にスカムの残留を
なくして汚水の曝気排水を行なえるので、連続的な運転
を安全に行なうことができ、かつ従来の如く定期的に行
なうスカム分の排出作業を省くことができる利点がある
。
The method of operating the aeration device of the present invention includes providing the aeration device with the ability to crush floating scum, and when detecting the occurrence of scum on the surface of wastewater in excess of a predetermined amount, stopping the aeration and stopping the aeration focused operation, Since the system selectively switches to scum crushing focused operation, which suctions and crushes floating scum, upon detection of scum generation, it is possible to eliminate residual scum in the pit and perform aerated drainage of sewage, resulting in continuous operation. It has the advantage that operation can be carried out safely and that the work of discharging scum, which is carried out periodically as in the past, can be omitted.

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

第1図は本発明曝気方法を示す一実施例の概略説明図、
第2図は曝気装置の断面図、第3図は水深と渦発生確率
との関係を示すグラフ図、第4図はスカム発生検知の異
なりたる実施例図、第5図は時間によるスカム発生を検
知する方法のグラフ図、第6図は曝気装置の異なりたる
実施例図である。 1はビット、2は曝気装置、22は攪拌羽根、23は通
気管、4はテレビカメラ、5は光センサー 特許出願人  日立機電工業株式会社 第1図 第6図 (A) (C) うT゛
FIG. 1 is a schematic explanatory diagram of an embodiment showing the aeration method of the present invention;
Figure 2 is a cross-sectional view of the aeration system, Figure 3 is a graph showing the relationship between water depth and probability of vortex generation, Figure 4 is a diagram showing different embodiments of scum generation detection, and Figure 5 is a graph showing the relationship between scum generation and time. A graphical representation of the method of detection, FIG. 6 shows different embodiments of the aeration device. 1 is a bit, 2 is an aeration device, 22 is a stirring blade, 23 is a ventilation pipe, 4 is a television camera, 5 is an optical sensor Patent applicant Hitachi Kiden Kogyo Co., Ltd. Figure 1 Figure 6 (A) (C) UT゛

Claims (3)

【特許請求の範囲】[Claims] (1)汚水に通気を行ないつつ撹拌して曝気する装置に
おいて、 スカム量検出手段による汚水面上のスカム の一定量検知及び又は水位検知により通気量を制限して
運転するスカム破砕重点運転と、通気量を制限せずに運
転する曝気重点運転とを選択的に行なうことを特徴とす
る曝気装置の運転方法。
(1) In a device that stirs and aerates wastewater while aerating the wastewater, a scum crushing focused operation is performed in which a fixed amount of scum on the surface of the wastewater is detected by a scum amount detection means and/or the aeration amount is limited by water level detection; A method for operating an aeration device, characterized by selectively performing an aeration focused operation in which the aeration amount is not limited.
(2)前記検知により低水位を保ちつつ運転するスカム
破砕重点運転と水位に関係なく運転する曝気重点運転と
を選択的に行なうことを特徴とする請求項1記載の曝気
装置の運転方法。
(2) The method of operating an aeration system according to claim 1, characterized in that, based on the detection, a scum crushing intensive operation is performed while maintaining a low water level, and an aeration intensive operation is operated regardless of the water level.
(3)前記検知により通気量を制限し、且低水位を保ち
つつ運転するスカム破砕重点運転と、通気を制限せず、
水位に関係なく運転する曝気重点運転とを選択的に行な
うことを特徴とする請求項1記載の曝気装置の運転方法
。
(3) A scum crushing focused operation in which the amount of ventilation is limited by the detection and is operated while maintaining a low water level, and a scum crushing operation that does not limit ventilation;
2. The method of operating an aeration system according to claim 1, further comprising selectively performing an aeration focused operation regardless of the water level.
JP1065170A 1989-03-17 1989-03-17 Operation of aerator Granted JPH02245291A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1065170A JPH02245291A (en) 1989-03-17 1989-03-17 Operation of aerator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1065170A JPH02245291A (en) 1989-03-17 1989-03-17 Operation of aerator

Publications (2)

Publication Number Publication Date
JPH02245291A true JPH02245291A (en) 1990-10-01
JPH0585237B2 JPH0585237B2 (en) 1993-12-06

Family

ID=13279149

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1065170A Granted JPH02245291A (en) 1989-03-17 1989-03-17 Operation of aerator

Country Status (1)

Country Link
JP (1) JPH02245291A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2022179679A (en) * 2016-09-28 2022-12-02 アクアインテック株式会社 Transfer device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2022179679A (en) * 2016-09-28 2022-12-02 アクアインテック株式会社 Transfer device

Also Published As

Publication number Publication date
JPH0585237B2 (en) 1993-12-06

Similar Documents

Publication Publication Date Title
US4204801A (en) Sewage pump assembly
JP2011132785A (en) Manhole pump system
JPH0585237B2 (en)
JPS6268590A (en) Aeration apparatus for preventing spoilage of building drain tank
KR20010109241A (en) An underwater pump
JP2004188260A (en) Underwater aeration equipment
JP2005188490A (en) Sand pump
JP3161274B2 (en) Wastewater stirring and aeration equipment
JPS6136475B2 (en)
JPH02245292A (en) How to operate an aeration system
JPH0641678Y2 (en) Aeration device
JP2565833B2 (en) Sewage aeration processing equipment
KR200197730Y1 (en) Aeration apparatus having a self-sucked double impeller
JP3650856B2 (en) Deep water treatment equipment
JP2580374Y2 (en) Scum removal device in sewage tank
JPH08108171A (en) Water tank equipment for removing sand or performing washing by water in water tank
JP2004188261A (en) Underwater aeration equipment
JPS63182097A (en) Aeration method for preventing rot in building drainage tanks, etc.
KR0125582Y1 (en) Submersible Aeration Machine for Sewage Treatment
JP4073664B2 (en) Stirrer in sewage treatment tank
JPS5837518Y2 (en) Eutrophication prevention devices such as reservoirs
JPH0642800Y2 (en) Floating aerator
JP3460053B2 (en) Underwater bubble rig
JP2528647B2 (en) How to start the vertical pump
JP3568241B2 (en) How to install an aerator in the oxidation ditch