JPH0585237B2 - - Google Patents

Info

Publication number
JPH0585237B2
JPH0585237B2 JP1065170A JP6517089A JPH0585237B2 JP H0585237 B2 JPH0585237 B2 JP H0585237B2 JP 1065170 A JP1065170 A JP 1065170A JP 6517089 A JP6517089 A JP 6517089A JP H0585237 B2 JPH0585237 B2 JP H0585237B2
Authority
JP
Japan
Prior art keywords
scum
aeration
water level
amount
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.)
Expired - Lifetime
Application number
JP1065170A
Other languages
Japanese (ja)
Other versions
JPH02245291A (en
Inventor
Iwao Fujii
Atsuo Hirai
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)

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
行なつ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関するものであ
る。
[Detailed Description of the Invention] [Industrial Application Field] The present invention provides a method for aeration in the case where scum is not detected.
In scum detection, the present invention relates to a method for efficiently aerating wastewater and removing scum by suctioning and crushing floating scum by stopping ventilation to the aeration equipment, etc.

〔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ツプして排水するビ
ルピツ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 stirring and aerating the wastewater is installed in building pits and pump wells where wastewater is temporarily stored in the underground layers 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課題〕[Problem to be solved by the invention]

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。
The sewage is sucked in by a blade rotated by a motor, and the negative pressure generated at the tip of the blade or part of the discharge pipe is used to introduce air from the ventilation pipe and aerate it, as well as to remove scum floating on the surface of the sewage. It is also sucked in to crush it.

従つ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
のスカムを該機に吸い込むためにはピツト内壁等
を利用してピツ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ピ
ツ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 the scum from all over the water surface into the machine, it is necessary to generate a swirling flow in the pit using the inner wall of the pit, 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 in the pit 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。
In the present invention, the presence or absence of this floating scum is detected and the operation of the same aeration device is selectively switched between an aeration intensive operation and a scum crushing intensive operation,
The purpose is to solve the above-mentioned drawbacks.

〔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,
When it is detected that more than a predetermined amount of scum is generated on the waste water surface, ventilation is restricted to stop the aeration intensive operation, and the system selectively switches to a scum crushing intensive operation that suctions and crushes floating scum.

〔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はビルピツト、ポンプ井など汚水
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1の底部に曝
気装置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 tank such as a building pit or a pump well that temporarily stores wastewater for treatment (hereinafter referred to as a sewage treatment tank), and an aeration device 2 is installed directly at the bottom of this sewage treatment tank 1, or a mount 3 is installed. Installed via.

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
とよりなつている。
This aeration device 2 can adopt various types of mechanisms, but in the illustrated embodiment, as shown in FIG. 23 and rectifier tube 28
It's getting more and more familiar.

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
は整流筒28(ドラフトチユーブ)内に収納し、
この整流筒28は上端をラツパ状に拡開した吸込
口29とし、攪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 hollow with a ventilation hole 27 having a required cross-sectional area, so that the inside of the motor shaft can be ventilated.
A ventilation pipe 23 is connected to the opposite output side of the underwater motor shaft 24, that is, the side opposite to the stirring blade, and the tip of the ventilation pipe 23 is arranged so as to be always above the water surface. The stirring blade shaft is electrically connected to the ventilation hole 27, and the inside of the stirring blade shaft can be ventilated from the inside of this motor shaft. Further, the stirring blade 22
is stored in the rectifier tube 28 (draft tube),
This straightening cylinder 28 has a suction port 29 which is widened in the shape of a flap at the upper end, and an air outlet 30 that opens in the long axis direction of the stirring blade.
The wastewater is sucked through the rectifying cylinder, atomized by the blades, and then 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.

この曝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、通気バルブは開かれ、汚水中に空気が自吸さ
れて曝気が行なわれる。この曝気重点運転を所定
時間行なつた後、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 aeration focused operation is carried out as described above by operating the aeration device 2 when no more scum is generated on the waste water surface than a predetermined amount. During this aeration intensive operation, the ventilation valve is opened and air is self-suctioned into the wastewater to perform aeration. After carrying out this intensive aeration operation for a predetermined period of time, the intensive aeration operation is stopped and the drainage pump is driven to drain the sewage after aeration, or
Combine intensive aeration operation and drainage.

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、ピツ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
に懸濁し、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置を運転す
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 aerator is restricted, the scum suction force into the aerator increases, and the swirling flow in the pit increases, so that solid The floating scum that has begun to harden is sucked into the straightening cylinder, crushed by the stirring blade, discharged into the tank together with the waste water, suspended in the water, and sucked into the pump and discharged out of the tank. When the aeration device is operated with ventilation restricted in this way, the aeration intensive operation is switched to the scum crushing intensive operation.

又、スカム吸引破砕の他の方法としてピツト内
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ず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
なり従つ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 vortices occur, 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、光センサー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、あるスカム面積と水表面積との比が設
定値を越えた時をスカム検知とすることができ
る。
Further, as means for detecting the occurrence of scum, there is a method of directly using a television camera 4, an optical sensor 5, etc. This method is shown in FIG. When using this television camera 4, scum can be detected when the scum area exceeds a set amount or when the ratio of a certain scum area to the water surface area exceeds a set value.

また光センサー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つた場合、スカム発生
検知を行なうもので、この場合光センサー5は1
乃至2以上用いる。
In addition, when using the optical sensor 5, if the amount of light reflected by the dirty water surface falls below a set value, scum generation is detected; in this case, the optical sensor 5
Use 2 or more.

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
つ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間を定め曝気
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、この一例を第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 can be seen as a constant amount of scum generated over time. Applying this principle, the scum generation time is determined in advance and the aeration equipment is switched alternately between the aeration intensive operation and the scum crushing intensive operation.
As shown in the figure. In this figure, A is the aeration operation, B is
indicates scum crushing operation. Note that 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図各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 devices shown in FIG. 6, and the structure is not limited thereto.

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つた
が、スカム破砕を効果的に行なうためには、水位
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 scum, it is desirable to link the operation with the water level, 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、ピツ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 for operating an aeration device of the present invention includes equipping 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, The scum crushing intensive operation, which suctions and crushes floating scum, is selectively switched to when the occurrence of scum is detected, so that no scum remains in the pit and aeration and drainage of sewage can be performed, resulting in continuous operation. It has the advantage that operation can be carried out safely and that the work of discharging scum that is regularly performed as in the conventional method can be omitted.

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

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はピツト、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。
Fig. 1 is a schematic explanatory diagram of an embodiment of the aeration method of the present invention, Fig. 2 is a cross-sectional view of the aeration device, Fig. 3 is a graph showing the relationship between water depth and eddy generation probability, and Fig. 4 is a scum FIG. 5 is a graph showing a method for detecting scum generation over time, and FIG. 6 is a diagram showing different embodiments of an aeration device. 1 is a pit, 2 is an aeration device, 22 is a stirring blade,
23 is a ventilation pipe, 4 is a TV camera, and 5 is a light sensor.

Claims (1)

【特許請求の範囲】 1 汚水に通気を行ないつつ攪拌して曝気する装
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。 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項記載の曝気装置の運転方法。 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項
記載の曝気装置の運転方法。
[Scope of Claims] 1. A scum crusher that operates with a fixed amount of scum on the surface of sewage detected by a scum amount detection means and/or with a limited aeration amount by water level detection in an apparatus that aerates and aerates wastewater while aerating it. A method for operating an aeration system, characterized by selectively performing focused operation and focused aeration operation in which the aeration amount is not limited. 2. The method of operating an aeration system according to claim 1, wherein the detection selects between a scum crushing focused operation in which the water level is maintained at a low level and an aeration focused operation in which the water level is maintained regardless of the water level. 3. It is characterized by selectively performing a scum crushing intensive operation in which the aeration amount is limited by the detection and operated while maintaining a low water level, and an aeration intensive operation in which the aeration is not restricted and is operated regardless of the water level. A method of operating an aeration device according to claim 1.
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 JPH02245291A (en) 1990-10-01
JPH0585237B2 true 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)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018051461A (en) * 2016-09-28 2018-04-05 アクアインテック株式会社 Transfer device

Also Published As

Publication number Publication date
JPH02245291A (en) 1990-10-01

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