JPH0768105A - Scum discharging method and device therefor - Google Patents

Scum discharging method and device therefor

Info

Publication number
JPH0768105A
JPH0768105A JP24372993A JP24372993A JPH0768105A JP H0768105 A JPH0768105 A JP H0768105A JP 24372993 A JP24372993 A JP 24372993A JP 24372993 A JP24372993 A JP 24372993A JP H0768105 A JPH0768105 A JP H0768105A
Authority
JP
Japan
Prior art keywords
scum
water
tank
discharge
discharging
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.)
Pending
Application number
JP24372993A
Other languages
Japanese (ja)
Inventor
Jiichi Nishimoto
滋一 西本
Hirobumi Tanigawa
博文 谷川
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 Plant Technologies Ltd
Original Assignee
Hitachi Plant Technologies 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 Plant Technologies Ltd filed Critical Hitachi Plant Technologies Ltd
Priority to JP24372993A priority Critical patent/JPH0768105A/en
Publication of JPH0768105A publication Critical patent/JPH0768105A/en
Pending 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)

Abstract

PURPOSE:To discharge the scum on the entire water surface in a single tank in which an org. sewage is treated. CONSTITUTION:A scum discharge device 10 is set in a batch tank 20, and a scum discharge pipe 12 and a supernatant water discharge pipe 14 are connected to the bottom to discharge the scum S and supernatant water in the tank 20. A scum discharge valve 16 to control the discharge of the scum S is provided to the part of the scum discharge pipe 12 projecting outside the tank 20, and two aerating and agitating devices 18 are set at the bottom of the tank 20. The aerating and agitating device 18 is connected to a blower 24 through an air pipe 22 to introduce air into the tank 20 and to aerate and agitate the water. The supernatant water flows out into the discharge pipe 14 through the scum discharge device 10. The upper parts of the scum discharge pipe 12 and supernatant discharge pipe 14 are formed with a bellows pipe and made expansible in accordance with the water level of the tank 20.

Description

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

【0001】[0001]

【産業上の利用分野】本発明はスカム排出装置及びその
方法に係り、特に回分式活性汚泥処理槽に設置されてス
カムを排出するスカム排出装置及びその方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a scum discharging device and method thereof, and more particularly to a scum discharging device installed in a batch type activated sludge treatment tank and discharging scum and a method thereof.

【0002】[0002]

【従来の技術】排水口が水没して上澄水の排出を行う上
澄水排出装置として、例えば、実開昭61−91399
号公報に示されるものがある。この装置は、排出管が槽
内に配設され、その下端が槽内の壁面に回動自在に支持
されている。また、排出管の上部にはトラフが取り付け
られ、このトラフの下部には下部フロートが固定されて
いる。さらに、下部フロートには排気口が形成され、通
気管及びバルブを介してエア源に連通されている。
2. Description of the Related Art As a supernatant water discharge device for discharging supernatant water when a drainage port is submerged, for example, Japanese Utility Model Laid-Open No. 61-91399.
There is one shown in Japanese Patent Publication. In this device, a discharge pipe is arranged in the tank, and the lower end thereof is rotatably supported on a wall surface in the tank. A trough is attached to the upper portion of the discharge pipe, and a lower float is fixed to the lower portion of the trough. Further, an exhaust port is formed in the lower float and communicates with an air source via a ventilation pipe and a valve.

【0003】この装置によれば、下部フロート内のエア
を排気することによって、この装置は浮力を失いその自
重により水没し、トラフ先端が水面下に位置し、上澄水
がトラフに流入して排出管から槽外に排出される。
According to this device, by exhausting the air in the lower float, the device loses its buoyancy and is submerged by its own weight, the tip of the trough is located below the water surface, and the clear water flows into the trough and is discharged. It is discharged from the pipe to the outside of the tank.

【0004】また、エア源から下部フロート内にエアを
供給すると、この装置は、浮力によって浮上し、トラフ
の先端が水面上方に位置し、上澄水の排出が停止され
る。
When air is supplied from the air source into the lower float, the device floats due to buoyancy, the tip of the trough is located above the water surface, and the discharge of the supernatant water is stopped.

【0005】[0005]

【発明が解決しようとする課題】上記上澄水排出装置で
は、トラフ先端から上澄水が排水される構成になってお
り、攪拌時にスカムが水流で集められたとしても、沈殿
工程が終了し、汚水が上澄水と活性汚泥に分けられてか
ら排水工程を開始し、スカムを排出する。
In the above supernatant water discharge device, the supernatant water is drained from the tip of the trough, and even if scum is collected by the water flow at the time of stirring, the precipitation step is completed and the waste water is discharged. Is separated into supernatant water and activated sludge, then the drainage process is started and scum is discharged.

【0006】しかしながら、沈殿工程の終了時には、せ
っかく集められたスカムが拡散してしまい、排出口周辺
部の近辺にあるスカムを排出することができても、槽内
全域に広く拡散するスカムを排出することはできない。
また、上記上澄水排出装置では、別の排出管によってス
カムを排出する構成になっていないので、スカムの排出
と上澄水の排水が別系統で行われず、スカム排出の効率
がよくない。
However, at the end of the precipitation step, the scum collected with great effort diffuses, and even if the scum in the vicinity of the discharge port peripheral area can be discharged, the scum diffused widely throughout the tank is discharged. You cannot do it.
Further, since the above-mentioned supernatant water discharge device is not configured to discharge scum through another discharge pipe, scum discharge and supernatant water discharge are not performed in separate systems, and scum discharge efficiency is poor.

【0007】本発明は上記事実を考慮して、回分式活性
汚泥処理槽の全水面上のスカムを排出できるスカム排出
装置及びその方法を提供することが目的である。
In view of the above facts, it is an object of the present invention to provide a scum discharging device and method for discharging scum on the entire water surface of a batch type activated sludge treatment tank.

【0008】[0008]

【課題を解決するための手段】請求項1に記載のスカム
排出装置は、有機物汚水の処理が行われる単一の槽内に
設置され、上澄水を取水する取水手段と、前記取水手段
と連通され、上澄水を前記槽の外へ排出する上澄水排出
手段と、前記槽の水面上に配置され、水面上に浮遊する
スカムの前記取水手段への侵入を防止する止水手段と、
前記有機物汚水を攪拌して発生した水流によって前記ス
カムを前記止水手段近傍へ掻き寄せる攪拌手段と、前記
止水手段に設けられ、前記攪拌手段によって掻き寄せら
れたスカムを前記槽の外へ排出するためのスカム排出手
段と、を有することを特徴としている。
A scum discharging device according to claim 1 is installed in a single tank in which organic wastewater is treated, and is connected to water intake means for collecting supernatant water and the water intake means. And a supernatant water discharging means for discharging the supernatant water to the outside of the tank, and a water stopping means arranged on the water surface of the tank to prevent the scum floating on the water surface from entering the water intake means,
An agitating means for scraping the scum to the vicinity of the water stopping means by a water flow generated by stirring the organic wastewater, and a scum provided in the water stopping means and discharged by the agitating means to the outside of the tank. And a scum discharging means for doing so.

【0009】請求項2に記載のスカム排出方法は、有機
物汚水の処理が行われる単一の槽内で行われるスカム排
出方法であって、前記有機物汚水を攪拌して発生する水
流を利用してスカム排出手段の近傍にスカムを連続的に
集める攪拌工程と、前記攪拌工程中にスカムを前記槽の
外へ排出するスカム排出工程と、を有することを特徴と
している。
The scum discharging method according to a second aspect of the present invention is a scum discharging method performed in a single tank in which the organic wastewater is treated, wherein a water flow generated by stirring the organic wastewater is used. It is characterized by including a stirring step of continuously collecting scum in the vicinity of the scum discharging means, and a scum discharging step of discharging scum to the outside of the tank during the stirring step.

【0010】[0010]

【作用】本発明に係るスカム排出装置及びその方法によ
れば、有機物汚水の処理が行われる単一の槽内へ有機物
汚水を流入する。次に、汚水の流入を続けたまま、攪拌
手段で槽内の汚水を攪拌する。このとき、攪拌手段によ
って発生した水流によって、水面に浮遊するスカムが止
水手段の近傍に掻き寄せられ、続いてスカム排出手段に
よってスカムが順次槽の外へ排出される。最後に、有機
物汚水から活性汚泥が沈殿されると、上澄水が分離す
る。最後に排水工程では、上澄水排出手段によって上澄
水を槽内から外へ排水する。
According to the scum discharging device and the method therefor of the present invention, the organic wastewater flows into a single tank in which the organic wastewater is treated. Next, the sewage in the tank is agitated by the agitating means while the inflow of sewage is continued. At this time, the scum floating on the water surface is scraped by the water flow generated by the stirring means in the vicinity of the water stopping means, and then the scum is sequentially discharged out of the tank by the scum discharging means. Finally, when activated sludge is precipitated from the organic wastewater, the supernatant water is separated. Finally, in the draining step, the supernatant water is discharged from the inside of the tank by the supernatant water discharging means.

【0011】これによって、沈殿工程の前にスカムを排
出し、しかも、スカム排出工程と排水工程を分離してい
るので、スカムの排出を効率よく行うことができる。
As a result, the scum is discharged before the precipitation step, and the scum discharging step and the draining step are separated, so that the scum can be discharged efficiently.

【0012】[0012]

【実施例】図1には、本発明に係るスカム排出装置10
が使用される回分槽20の断面図が示されている。この
回分槽20の中央には、円盤状のスカム排出装置10が
設置されている(図2参照)。このスカム排出装置10
の底部には、スカム排出管12及び上澄水排水管14が
連結され、それぞれ回分槽20の外部へスカムS及び上
澄水を排出する構成になっている。このスカム排出管1
2の回分槽20外部に突出した部分には、スカムSの排
出量を調整するためのスカム排出弁16が設けられてい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a scum discharging device 10 according to the present invention.
A cross-sectional view of the batch tank 20 in which is used is shown. A disc-shaped scum discharging device 10 is installed at the center of the batch tank 20 (see FIG. 2). This scum discharge device 10
A scum discharge pipe 12 and a supernatant water discharge pipe 14 are connected to the bottom of the scum S, and the scum S and the supernatant water are discharged to the outside of the batch tank 20, respectively. This scum discharge pipe 1
A scum discharge valve 16 for adjusting the discharge amount of the scum S is provided at the portion of the second batch tank 20 projecting outside.

【0013】一方、回分槽20の底部には、2基の曝気
攪拌装置18が設置されている。この曝気攪拌装置18
は、空気管22を介してブロア24と連結され、空気を
回分槽20内へ送気して曝気攪拌するように構成されて
いる。
On the other hand, two aeration stirring devices 18 are installed at the bottom of the batch tank 20. This aeration stirring device 18
Is connected to a blower 24 via an air pipe 22, and is configured to send air into the batch tank 20 to aerate and agitate.

【0014】図2及び図3に示すように、上記スカム排
出装置10の上方には、ガイド支持部26が配置され、
下方へ伸びる一対のガイド28と、上澄水排水管14に
挿通されたガイドパイプ32と、を固定している。ま
た、スカム排出装置10の中央には、上澄水排水せき3
0が設けられている。この上澄水排水せき30には、上
澄水を取水するための取水口30Aが形成されている。
この取水口30Aから取水された上澄水を排水するため
の排水口30Bが形成され、この排水口30B側から上
澄水排水管14側へ下り勾配の傾斜部30Cが形成され
ている。これによって、上澄水排水せき30は、排水口
30Bから溢れ出た上澄水が上澄水排水管14へ流出可
能に構成され、上澄水の取水手段として機能する。
As shown in FIGS. 2 and 3, a guide support portion 26 is arranged above the scum discharging device 10.
A pair of guides 28 extending downward and a guide pipe 32 inserted into the clear water drainage pipe 14 are fixed. In addition, in the center of the scum discharge device 10, the clear water drainage weir 3
0 is provided. The supernatant water drainage dam 30 is formed with an intake port 30A for collecting the supernatant water.
A drain port 30B for draining the supernatant water taken from the intake port 30A is formed, and an inclined portion 30C having a downward slope is formed from the drain port 30B side to the supernatant water drain pipe 14 side. As a result, the supernatant water drainage pipe 30 is configured so that the supernatant water overflowing from the drain port 30B can flow out to the supernatant water drain pipe 14, and functions as a supernatant water intake means.

【0015】この上澄水排水せき30の周囲には、上部
フロート36が設置されている。また、上澄水排水せき
30の下部にも、下部フロート38が設置されている。
これらの上部フロート36と下部フロート38は、内部
に空気が充填されており、上澄水排水せき30を浮力で
持ち上げるように構成されている。これによって、上部
フロート36の側壁36Aが水面よりも突き出すことが
できるので、この側壁36Aは水面上に浮遊するスカム
Sの上澄水排水せき30内への侵入を防止する止水手段
として機能する。なお、上部フロート36と上澄水排水
せき30は、添え板40を介して蝶ナット42とボルト
44で連結されている。
An upper float 36 is installed around the clear water drainage dam 30. Also, a lower float 38 is installed below the supernatant water drainage dam 30.
The upper float 36 and the lower float 38 are filled with air, and are configured to lift the supernatant drainage dam 30 by buoyancy. As a result, the side wall 36A of the upper float 36 can protrude beyond the water surface, and thus the side wall 36A functions as a water stop means for preventing the scum S floating on the water surface from entering the clear water drainage dam 30. The upper float 36 and the clear water drainage dam 30 are connected by a wing nut 42 and a bolt 44 via a support plate 40.

【0016】上部フロート36の外周には、スカム排出
せき46が設けられている。このスカム排出せき46
は、水面より下に配置され水面に浮遊しているスカムが
流入し、スカム排出管12へ排出可能に構成されてい
る。また、このスカム排出管12と上澄水排水管14の
上部は、蛇腹式の配管で構成されており、回分槽20の
水位に応じて伸縮可能である。これによって、スカム排
出装置10は、水位によって上下可能になり、その際ガ
イド28及びガイドパイプ32によって案内されるよう
に構成されている(図3では、想像線で示す位置から実
線で示す位置まで伸縮可能である。)。
A scum discharge dam 46 is provided on the outer circumference of the upper float 36. This scum discharge weir 46
Is arranged below the water surface so that scum floating on the water surface can flow in and be discharged to the scum discharge pipe 12. Further, the upper portions of the scum discharge pipe 12 and the supernatant water discharge pipe 14 are formed of bellows type pipes and can be expanded and contracted according to the water level of the batch tank 20. As a result, the scum discharging device 10 can be moved up and down depending on the water level, and is guided by the guide 28 and the guide pipe 32 at that time (from the position shown by the imaginary line to the position shown by the solid line in FIG. 3). It can be expanded and contracted.)

【0017】上記構成のスカム排出装置10は、以下の
ように動作する。なお、図4には、回分槽20の汚水処
理工程のタイムスケジュールの一例が示されている。
The scum discharging device 10 having the above structure operates as follows. Note that FIG. 4 shows an example of a time schedule of the wastewater treatment process of the batch tank 20.

【0018】先ず、回分槽20へ汚水を流入する(汚水
流入工程)。次に、汚水の流入を続けたまま、曝気攪拌
装置18で回分槽20内の汚水を攪拌し、ブロア24か
らエアを供給し汚水を曝気攪拌処理する(曝気攪拌工
程)。次に、ブロア24からのエアの供給を停止し曝気
攪拌装置18で回分槽20内の汚水を攪拌する(攪拌工
程)。これによって、水面にはスカム排出装置10の方
向へ水流が生じ、水面に浮遊するスカムSはスカム排出
装置10の近傍に押し流される。
First, sewage is made to flow into the batch tank 20 (sewage inflow process). Next, while continuing the inflow of the sewage, the aeration stirring device 18 stirs the sewage in the batch tank 20, and air is supplied from the blower 24 to aerate the sewage (aeration stirring step). Next, the air supply from the blower 24 is stopped and the aeration stirring device 18 stirs the waste water in the batch tank 20 (stirring step). As a result, a water flow is generated on the water surface in the direction of the scum discharging device 10, and the scum S floating on the water surface is washed away near the scum discharging device 10.

【0019】ここで、スカム排出弁16を開けると、ス
カムSは、スカム排出せき46からスカム排出管12へ
流入し、順次回分槽20の外部へ排出される(スカム排
出工程)。このとき、図2に示すように、上澄水排出せ
き26の先端は、水面よりも高くなるように配置する。
When the scum discharge valve 16 is opened, the scum S flows into the scum discharge pipe 12 from the scum discharge dam 46 and is sequentially discharged to the outside of the batch tank 20 (scum discharge step). At this time, as shown in FIG. 2, the tip of the supernatant water discharge weir 26 is arranged to be higher than the water surface.

【0020】スカムSの排出が完了してから、スカム排
出弁16を閉じる。これらの汚水流入工程、曝気攪拌工
程、攪拌工程及びスカム排出工程を4回繰り返してか
ら、汚水の流入を停止する。次に、汚水を沈殿させて上
澄水と活性汚泥とに分離する(沈殿工程)。次に、取水
口30Aから上澄水を取水すると、排水口30Bから溢
れた上澄水が傾斜部30Cを通って上澄水排水管14へ
流入し、回分槽20の外部へ排水される(上澄水排水工
程)。これらの汚水処理工程は、1サイクルが約6時間
で終了し、1サイクルの終了後さらに同一の汚水処理工
程を繰り返すように構成されている。
After the discharge of the scum S is completed, the scum discharge valve 16 is closed. The sewage inflow process, the aeration and agitation process, the agitation process, and the scum discharge process are repeated four times, and then the sewage inflow is stopped. Next, sewage is precipitated and separated into supernatant water and activated sludge (precipitation step). Next, when the supernatant water is taken from the intake port 30A, the supernatant water overflowing from the drain port 30B flows into the supernatant water drain pipe 14 through the inclined portion 30C and is discharged to the outside of the batch tank 20 (the supernatant water drainage). Process). These sewage treatment steps are configured so that one cycle is completed in about 6 hours, and after the completion of one cycle, the same sewage treatment step is repeated.

【0021】このように本実施例にあっては、回分槽2
0内の汚水を曝気攪拌装置18によって曝気攪拌し、回
分槽20の水面に浮遊しているスカムSをスカム排出せ
き46の近傍に掻き寄せる構成にしたので、回分槽20
全域のスカムSを排出することができる。しかも、上澄
水排水管14へスカムSが流入することがないので、ス
カムSの排出と上澄水の排水が分離して行われ、スカム
Sの排出を効率よく行うことができると共に、スカムS
をさらに処理する等の後工程への移行が容易になる。
As described above, in this embodiment, the batch tank 2
The waste water in 0 is aerated and agitated by the aeration and agitation device 18, and the scum S floating on the water surface of the batch tank 20 is scraped near the scum discharge weir 46.
The scum S in the entire area can be discharged. Moreover, since the scum S does not flow into the supernatant water drain pipe 14, the discharge of the scum S and the discharge of the supernatant water are performed separately, and the scum S can be discharged efficiently, and at the same time, the scum S can be discharged.
Can be easily transferred to the subsequent process such as further processing.

【0022】[0022]

【発明の効果】以上説明したように本発明は、攪拌手段
を作動させて生じた水流によって水面上に浮遊するスカ
ムを連続的に集めてからスカムを槽の外へ排出する構成
にしたので、回分槽の全域にわたってスカムを排出でき
ると共に、スカムの排出と上澄水の排水が分離して行わ
れ、スカムの排出を効率よく行うことができる。
As described above, according to the present invention, scum floating on the water surface is continuously collected by the water flow generated by operating the stirring means, and then the scum is discharged out of the tank. The scum can be discharged over the entire area of the batch tank, and the scum can be discharged and the supernatant water can be discharged separately, so that the scum can be discharged efficiently.

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

【図1】本発明に係るスカム排出装置が使用される回分
槽を示す縦断面図である。
FIG. 1 is a vertical sectional view showing a batch tank in which a scum discharging device according to the present invention is used.

【図2】本発明に係るスカム排出装置を示す図3の2−
2線の平面図である。
2 is a view of the scum discharging device according to the present invention shown in FIG.
It is a top view of 2 line.

【図3】本発明に係るスカム排出装置を示す図2の3−
3線の断面図である。
3 is a view of the scum discharging device according to the present invention shown in FIG.
It is sectional drawing of 3 line.

【図4】本発明に係るスカム排出装置が使用される回分
槽の汚水処理工程のタイムスケジュールを示す工程図で
ある。
FIG. 4 is a process diagram showing a time schedule of a sewage treatment process of a batch tank in which the scum discharging device according to the present invention is used.

【符号の説明】 S スカム 10 スカム排出装置 12 スカム排出管(スカム排出手段) 14 上澄水排水管(上澄水排出手段) 16 スカム排出弁(スカム排出手段) 18 曝気攪拌装置(攪拌手段) 20 回分槽(単一の槽) 30 上澄水排水せき(取水手段) 30A 排水口(取水手段) 30B 取水口(取水手段) 30C 傾斜部(取水手段) 36 上部フロート(止水手段) 36A 側壁(止水手段) 46 スカム排出せき(スカム排出手段)[Explanation of symbols] S scum 10 scum discharge device 12 scum discharge pipe (scum discharge means) 14 supernatant drainage pipe (clear water discharge means) 16 scum discharge valve (scum discharge means) 18 aeration stirring device (stirring means) 20 times Tank (single tank) 30 Clear water drainage (water intake means) 30A Drain port (water intake means) 30B Water intake (water intake means) 30C Inclined part (water intake means) 36 Upper float (water stop means) 36A Side wall (water stop) Means) 46 scum discharge weir (scum discharge means)

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 有機物汚水の処理が行われる単一の槽内
に設置され、上澄水を取水する取水手段と、 前記取水手段と連通され、上澄水を前記槽の外へ排出す
る上澄水排出手段と、 前記槽の水面上に配置され、水面上に浮遊するスカムの
前記取水手段への侵入を防止する止水手段と、 前記有機物汚水を攪拌して発生した水流によって前記ス
カムを前記止水手段近傍へ掻き寄せる攪拌手段と、 前記止水手段に設けられ、前記攪拌手段によって掻き寄
せられたスカムを前記槽の外へ排出するためのスカム排
出手段と、 を有することを特徴とするスカム排出装置。
1. A water intake means installed in a single tank in which organic wastewater is treated, for taking supernatant water, and a supernatant water discharge communicating with the water intake means for discharging the supernatant water to the outside of the tank. Means, a water stop means arranged on the water surface of the tank to prevent invasion of scum floating on the water surface into the water intake means, and a water flow generated by stirring the organic wastewater to stop the scum water Scum discharge means for discharging the scum scraped up by the stirring means to the outside of the tank, the scum discharge means being provided for the water stopping means apparatus.
【請求項2】 有機物汚水の処理が行われる単一の槽内
で行われるスカム排出方法であって、 前記有機物汚水を攪拌して発生する水流を利用してスカ
ム排出手段の近傍にスカムを連続的に集める攪拌工程
と、 前記攪拌工程中にスカムを前記槽の外へ排出するスカム
排出工程と、 を有することを特徴とするスカム排出方法。
2. A scum discharging method carried out in a single tank in which organic wastewater is treated, wherein scum is continuously provided in the vicinity of the scum discharging means by utilizing a water flow generated by stirring the organic wastewater. And a scum discharging step of discharging scum to the outside of the tank during the stirring step.
JP24372993A 1993-09-03 1993-09-03 Scum discharging method and device therefor Pending JPH0768105A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24372993A JPH0768105A (en) 1993-09-03 1993-09-03 Scum discharging method and device therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24372993A JPH0768105A (en) 1993-09-03 1993-09-03 Scum discharging method and device therefor

Publications (1)

Publication Number Publication Date
JPH0768105A true JPH0768105A (en) 1995-03-14

Family

ID=17108128

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24372993A Pending JPH0768105A (en) 1993-09-03 1993-09-03 Scum discharging method and device therefor

Country Status (1)

Country Link
JP (1) JPH0768105A (en)

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