JPH049599B2 - - Google Patents
Info
- Publication number
- JPH049599B2 JPH049599B2 JP59038397A JP3839784A JPH049599B2 JP H049599 B2 JPH049599 B2 JP H049599B2 JP 59038397 A JP59038397 A JP 59038397A JP 3839784 A JP3839784 A JP 3839784A JP H049599 B2 JPH049599 B2 JP H049599B2
- Authority
- JP
- Japan
- Prior art keywords
- scum
- supernatant liquid
- discharge
- float
- discharge pipe
- 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
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)
- Removal Of Floating Material (AREA)
Description
この発明は、単一の処理槽内で曝気・沈殿・放
流の工程から成るサイクルを繰返して汚水の活性
汚泥処理を行う汚水処理装置に関し、特に、処理
槽内の水面上に浮遊するスカムを掻き寄せ、上澄
液のみを放流できるようにした汚水処理装置に関
するものである。
The present invention relates to a sewage treatment device that performs activated sludge treatment of sewage by repeating a cycle of aeration, sedimentation, and discharge within a single treatment tank, and in particular, it scrapes scum floating on the water surface in the treatment tank. The present invention relates to a sewage treatment device that allows only the supernatant liquid to be discharged.
一般に単一の処理槽内で汚水の活性汚泥処理を
行うバツチ式活性汚泥処理装置においては、沈殿
工程後に上澄液を排出するが、該排出時におい
て、上記処理槽内にはスカムが浮遊している場合
がある。この場合、放流する上澄液にスカムが混
入するのを防止する必要がある。
そこで、スカム混入防止対策として、上澄液の
放流管をスカムバツフル(フロート)で囲繞する
ことにより、上澄液へのスカム混入を防止てい
る。
Generally, in batch-type activated sludge treatment equipment that performs activated sludge treatment of sewage in a single treatment tank, the supernatant liquid is discharged after the sedimentation process, but at the time of discharge, scum is suspended in the treatment tank. There may be cases where In this case, it is necessary to prevent scum from being mixed into the supernatant liquid to be discharged. Therefore, as a measure to prevent scum from being mixed into the supernatant liquid, the discharge pipe for the supernatant liquid is surrounded by a scum bathful (float) to prevent scum from being mixed into the supernatant liquid.
このような従来のバツチ式活性汚泥処理装置で
は、スカムバツフルが水面上に下降変位した時点
で、放流管とスカムバツフルとの間にあるスカム
が放流管に流入して上澄液がスカム混入状態で放
流されてしまうという課題があつた。
この発明は上記課題を解消するためになされた
もので、上澄液放流に際して、上澄液排出手段の
近傍水域で浮遊するスカムを、その上澄液排出手
段から遠ざける方向に押し除けることによつて、
上記上澄液排出手段からスカム混入のない上澄液
のみを効率よく放流することができる汚水処理装
置を提供することを目的とする。
In such conventional batch-type activated sludge treatment equipment, when the scum baffle moves downward above the water surface, the scum between the discharge pipe and the scum baffle flows into the discharge pipe, and the supernatant liquid is discharged with scum mixed in. I had the problem of being exposed. This invention was made in order to solve the above problem, and when the supernatant liquid is discharged, the scum floating in the water area near the supernatant liquid discharge means is pushed away in the direction away from the supernatant liquid discharge means. Then,
It is an object of the present invention to provide a sewage treatment device capable of efficiently discharging only supernatant liquid without scum contamination from the supernatant liquid discharge means.
この発明に係る汚水処理装置は、曝気工程、沈
殿工程および放流工程を繰返す処理槽内に、上記
放流工程で上澄液を放流する上澄液排出手段と、
この上澄液排出手段に対する接近乃至離間方向に
移動可能で、上記曝気工程後の上記放流工程前
に、上記処理槽内の水面に浸漬浮遊した状態で上
記上澄液排出手段から離間する方向に移動しその
離間方向に水面上のスカムを掻き寄せるスカム掻
き寄せ手段とを配備したものである。
The sewage treatment apparatus according to the present invention includes a supernatant liquid discharge means for discharging the supernatant liquid in the discharge process into a treatment tank that repeats an aeration process, a precipitation process, and a discharge process;
It is movable in the direction toward or away from the supernatant liquid discharge means, and after the aeration process and before the discharge process, it moves in the direction away from the supernatant liquid discharge means while immersed and floating on the water surface in the treatment tank. The device is equipped with a scum scraping means that moves and scrapes up scum on the water surface in the direction of separation.
この発明における汚水処理装置では、上澄液放
流の際、上澄液排出手段の近傍から離間方向にス
カム掻き寄せ手段を移動させることにより、上澄
液排出手段の近傍水域で浮遊していたスカムを該
上澄液排出手段から遠くに離れた水域に押し除け
ることができ、これによつて、上澄液排出手段か
らはスカム混入のない上澄液のみを放流すること
ができる。しかも、上澄液放流時のスカム掻き寄
せ手段は水面に浸漬浮遊しているので、処理槽内
の水位が激しく変動しても、この水位変動にスカ
ム掻き寄せ手段が追従して水面での浸漬浮遊状態
を確実に維持することから、そのスカム掻き寄せ
手段によるスカムの押し除けを確実に行うことが
できる。
In the sewage treatment apparatus according to the present invention, when discharging supernatant liquid, the scum scraping means is moved in a direction away from the vicinity of the supernatant liquid discharging means, thereby removing the scum floating in the water area near the supernatant liquid discharging means. can be pushed away to a water area far away from the supernatant liquid discharge means, thereby allowing only the supernatant liquid without scum to be discharged from the supernatant liquid discharge means. Moreover, since the scum scraping means when discharging the supernatant liquid is immersed and floating on the water surface, even if the water level in the treatment tank fluctuates drastically, the scum scraping means will follow this water level fluctuation and prevent immersion at the water surface. Since the floating state is reliably maintained, the scum can be reliably pushed away by the scum scraping means.
以下、この発明の一実施例を図について説明す
る。
第1図および第2図において、1は曝気・沈
殿・放流の工程から成るサイクルを繰返して汚水
の活性汚泥処理を行う単一の処理槽で、この処理
槽1の底部には、上記曝気工程で汚水に空気を吹
き込むための散気装置2が配置されている。
この散気装置2は、通常、曝気ブロワ(図示せ
ず)で切換制御されるが、この時、例えば気液混
合液を噴出するジエツト式散気装置のように目詰
まりし難いものを用いることが好ましい。
また、上記処理槽1内には、上澄液排出手段と
しての放流管3が昇降揺動可能に配備されてい
る。
この放流管3は沈殿工程に続く放流工程時に上
澄液を排出するもので、軸パイプ4を軸心として
回動機能に連結された排出パイプ5と、この排出
パイプ5の自由端に取付けられ、溢流口6aが開
口された溢流管6とで構成されている。従つて、
溢流管6が水面部を下降する状態では、処理槽1
内の上澄液は溢流口6aより溢流管6内に流入
し、軸パイプ4を経て外部に放流される。また、
図示しない回動手段によつて溢流管6が液面より
高い位置になるように回動された状態では、処理
槽1内の液体の放流は行われない。
この発明では、特に、上記処理槽1内にスカム
掻き寄せ手段7を上記放流管3に対する接近乃至
離間方向(第2図中の矢印イ方向)へ移動可能に
配備したことを特徴とする。
このスカム掻き寄せ手段7は、第1図および第
2図に示すように、処理槽1の水面上に横たわる
状態で上記矢印イ方向に往復移動可能なスカム掻
き寄せ用のフロート8と、このフロート8に取付
けられ、該フロート8の水面上での浮遊時に適当
な水深まで水没するスカム掻き寄せ板9と、上記
フロート8の両端部を昇降自在に支持する支持板
10とを有する図示例構成となつている。
次に動作について説明する。
処理槽1内では、散気装置2の稼働による曝気
工程と、その散気装置2の稼働を中断して処理槽
1内の液体を静止させることにより該液体中の汚
泥を沈殿させる沈殿工程と、放流管3を水面部ま
で下降させて上澄液を排出する放流工程とを1サ
イクルとしてそのサイクルを繰返し、連続的もし
くは任意時期に供給される流入汚水の活性汚泥処
理を行う。なお、処理槽1内の沈殿汚泥は適当な
時期を選んで引き抜かれる。
このような活性汚泥処理サイクルにおいて、曝
気工程終了後の放流工程前には、スカム掻き寄せ
手段7のフロート8を溢流管6近傍の水面上で浮
遊させ、この状態のフロート8を上記溢流管6か
ら遠ざかる水平方向に移動させる。
すると、上記溢流管6の近傍水域でスカムが浮
遊している場合、そのスカムが上記フロート8お
よび該フロート8から垂下したスカム掻き寄せ板
9によつて上記溢流管6から遠ざかる方向に押し
除けられる。これによつて、スカムが溢流管6に
流入するようなことがなくなるので、該溢流管6
を備えた放流管3からはスカム混入のない上澄液
のみが円滑に放流される。また、上記フロート8
は両端部が支持材10に昇降自在に支持されてい
るので、処理槽1内の水位が激しく変動しても上
記フロート8はその水位変動に容易に追従し、こ
のため、処理槽1内の水位が激しく変動しても上
述のようなスカムの掻き除け効果を円滑に遂行で
きる。
第3図、第4図はこの発明の他の実施例を示す
もので、この実施例によるスカム掻き寄せ手段7
は放流管3に回動自在に支持され、該放流管3の
鉛直方向より左方水域に着水(第4図イ参照)す
るスカム掻き寄せ用のフロート11を有してい
る。
このフロート11には、該フロート11に一体
に連なつて垂下するスカム掻き寄せ板13が設け
られている。
また、放流管3には、溢流管6から垂下するス
カム回り込み防止板13が設けられている。
上記の構成によれば、沈殿工程終了後、放流工
程へ移行する際、まず、放流管3が第4図に示す
ように下降を開始する。この際、フロート11は
放流管3に回動自在に支持されているので、第4
図に示すように、水面上を浮力によつて左方(放
流管3から遠ざかる方向)へ移動する。
従つて、放流管3の近傍水域で浮遊していたス
カムは、上記フロート11とスカム掻き寄せ板1
3とによつて、上記放流管3から遠ざかる方向に
押し除けられ、前実施例の場合と同様、放流管3
へのスカムの流入を確実に防止する。なお、放流
管3から垂下するスカム回り込み防止板13によ
つて、放流管3の背部からのスカム流入も防止さ
れる。
第5図および第6図はこの発明の更に別の実施
例を示すもので、この実施例によるスカム掻き寄
せ手段7は、放流管3の両側に固定された一対の
フロート支持腕14と、このフロート支持腕14
に設けられている円弧状の長孔14a(第6図ロ
参照)に両端軸部が移動可能に係合されたフロー
ト15と、このフロート15を上記長孔14aに
沿つて開閉移動させる一対のフロート駆動腕16
とを有している。
このフロート駆動腕16は、第6図に示すよう
に、その一端をフロートに固着し、他端を処理槽
1に固定された基枠17の長孔17aにスライド
可能に係合させた構成となつている。
従つて、例えば、ねじ又はモータ18の回転に
よつてフロート駆動腕16の端部を基枠17の長
孔17aに沿つて移動させれば、第6図(第6図
イはフロート15の閉状態、第6図ロはフロート
15の開状態)に示すように、フロート15の開
閉移動と共に、フロート15と放流管3の相対的
な位置変化が生じ、これによつて、フロート15
の浮力で支持されている放流管3が上下動作す
る。
そこで、曝気工程と沈殿工程時には、第6図イ
に示すように、フロート15を放流管3近傍に変
位保持させた状態で、その放流管3(溢流管6の
溢流口6a)を水面上方に保持しておく。
次に、沈殿工程終了後、ねじ又はモータ18に
よつてフロート支持腕16を基枠17の長孔17
aに沿つて下降させると、放流管3は水面下に移
動し、上澄液の溢流・放流を行う。
この際、第6図ロに示すように、フロートが開
方向に移動するため、放流管3近傍水域のスカム
は、前の各実施例の場合と同様、放流管3から遠
ざかる方向に押し除けられ、これによつて、前記
放流管3へのスカムの混入が確実に防止されると
共に、放流工程の開始・終了も同時に行える。
尚、上記各実施例で述べたスカム掻き寄せ手段
7は、図示例構成に限定されるものではなく、放
流管3近傍水域の浮遊スカムを放流管3から遠ざ
ける方向に押し除け得るものであれば、いかなる
構成のものであつてもよい。
An embodiment of the present invention will be described below with reference to the drawings. In Figures 1 and 2, 1 is a single treatment tank that performs activated sludge treatment of wastewater by repeating a cycle consisting of aeration, sedimentation, and discharge. An air diffuser 2 is arranged to blow air into the wastewater. This aeration device 2 is normally switched and controlled by an aeration blower (not shown), but at this time, it is recommended to use a device that is not easily clogged, such as a jet type aeration device that blows out a gas-liquid mixture. is preferred. Further, in the processing tank 1, a discharge pipe 3 serving as a supernatant liquid discharge means is provided so as to be able to swing up and down. This discharge pipe 3 is for discharging the supernatant liquid during the discharge process following the precipitation process, and is connected to a discharge pipe 5 which is rotatably connected to the shaft pipe 4, and is attached to the free end of this discharge pipe 5. , and an overflow pipe 6 having an open overflow port 6a. Therefore,
When the overflow pipe 6 descends below the water surface, the treatment tank 1
The supernatant liquid inside flows into the overflow pipe 6 from the overflow port 6a, and is discharged to the outside through the shaft pipe 4. Also,
When the overflow pipe 6 is rotated by a rotating means (not shown) so as to be at a position higher than the liquid level, the liquid in the processing tank 1 is not discharged. This invention is particularly characterized in that a scum scraping means 7 is disposed within the processing tank 1 so as to be movable in the direction toward and away from the discharge pipe 3 (in the direction of arrow A in FIG. 2). As shown in FIGS. 1 and 2, the scum scraping means 7 includes a scum scraping float 8 that can reciprocate in the direction of the arrow A while lying on the water surface of the processing tank 1, and The illustrated example configuration has a scum scraping plate 9 attached to the float 8 and submerged at an appropriate depth when the float 8 floats on the water surface, and a support plate 10 that supports both ends of the float 8 so as to be movable up and down. It's summery. Next, the operation will be explained. Inside the treatment tank 1, there is an aeration process by operating the aeration device 2, and a precipitation process in which the operation of the aeration device 2 is interrupted and the liquid in the treatment tank 1 is made to stand still to precipitate the sludge in the liquid. The discharge step of lowering the discharge pipe 3 to the water surface and discharging the supernatant liquid is one cycle, and the cycle is repeated to perform activated sludge treatment of the inflowing sewage supplied continuously or at any arbitrary time. Note that the settled sludge in the treatment tank 1 is extracted at an appropriate time. In such an activated sludge treatment cycle, after the aeration process is completed and before the discharge process, the float 8 of the scum scraping means 7 is floated on the water surface near the overflow pipe 6, and the float 8 in this state is floated on the water surface near the overflow pipe 6. Move it horizontally away from the tube 6. Then, if scum is floating in the water area near the overflow pipe 6, the scum is pushed away from the overflow pipe 6 by the float 8 and the scum scraping plate 9 hanging from the float 8. It can be removed. This prevents scum from flowing into the overflow pipe 6.
Only supernatant liquid without scum contamination is smoothly discharged from the discharge pipe 3 equipped with this. In addition, the above float 8
Since both ends of the float 8 are supported by supporting members 10 so as to be able to rise and fall freely, even if the water level in the treatment tank 1 fluctuates rapidly, the float 8 easily follows the water level fluctuation. Even if the water level fluctuates rapidly, the above-mentioned scum removal effect can be smoothly achieved. FIG. 3 and FIG. 4 show another embodiment of the present invention, and a scum scraping means 7 according to this embodiment is shown.
The float 11 is rotatably supported by the discharge pipe 3 and has a float 11 for collecting scum that lands on the water area to the left in the vertical direction of the discharge pipe 3 (see FIG. 4A). This float 11 is provided with a scum scraping plate 13 that is integrally connected to the float 11 and hangs down. Further, the discharge pipe 3 is provided with a scum wraparound prevention plate 13 that hangs down from the overflow pipe 6. According to the above configuration, when moving to the discharge step after the precipitation step, first, the discharge pipe 3 starts descending as shown in FIG. 4. At this time, since the float 11 is rotatably supported by the discharge pipe 3, the fourth
As shown in the figure, it moves to the left (in the direction away from the discharge pipe 3) on the water surface due to buoyancy. Therefore, the scum floating in the water area near the discharge pipe 3 is removed by the float 11 and the scum scraping plate 1.
3, the discharge pipe 3 is pushed away in the direction away from the discharge pipe 3, as in the previous embodiment.
Reliably prevent scum from entering. Note that the scum wrap-around prevention plate 13 hanging from the discharge pipe 3 also prevents scum from flowing in from the back of the discharge pipe 3. 5 and 6 show still another embodiment of the present invention, and the scum scraping means 7 according to this embodiment includes a pair of float support arms 14 fixed on both sides of the discharge pipe 3, and a scum scraping means 7 according to this embodiment. Float support arm 14
A float 15 whose both end shaft portions are movably engaged with an arcuate long hole 14a (see FIG. 6B) provided in the long hole 14a, and a pair of floats that open and close the float 15 along the long hole 14a. Float drive arm 16
It has As shown in FIG. 6, this float drive arm 16 has a structure in which one end is fixed to the float and the other end is slidably engaged with a long hole 17a of a base frame 17 fixed to the processing tank 1. It's summery. Therefore, for example, if the end of the float drive arm 16 is moved along the elongated hole 17a of the base frame 17 by the rotation of the screw or the motor 18, the float 15 is closed as shown in FIG. As shown in FIG.
The discharge pipe 3 supported by the buoyant force moves up and down. Therefore, during the aeration process and the precipitation process, the float 15 is displaced and maintained near the discharge pipe 3, and the discharge pipe 3 (overflow port 6a of the overflow pipe 6) is connected to the water surface, as shown in FIG. 6A. Hold it above. Next, after the precipitation process is completed, the float support arm 16 is attached to the long hole 17 of the base frame 17 using a screw or a motor 18.
When descending along the line a, the discharge pipe 3 moves below the water surface and overflows and discharges the supernatant liquid. At this time, as shown in FIG. 6B, since the float moves in the opening direction, the scum in the water area near the discharge pipe 3 is pushed away in the direction away from the discharge pipe 3, as in the previous embodiments. This reliably prevents scum from entering the discharge pipe 3, and also allows the discharge process to start and end at the same time. The scum scraping means 7 described in each of the above embodiments is not limited to the illustrated example configuration, but may be any device that can push away floating scum in the water area near the discharge pipe 3 in a direction away from the discharge pipe 3. , may have any configuration.
以上のように、この発明によれば、曝気工程、
沈殿工程および放流工程を繰返す処理槽内に、上
記放流工程で上澄液を放流する上澄液排出手段
と、この上澄液排出手段に対する接近乃至離間方
向に移動可能で、上記曝気工程後の上記放流工程
前に、上記上澄液排出手段から離間する方向に移
動してその離間方向に水面上のスカムを掻き寄せ
るスカム掻き寄せ手段とを配備し、上澄液放流の
際、上澄液排出手段の近傍水域から離間方向にス
カム掻き寄せ手段を移動させる構成としたので、
上澄液排出手段の近傍水域で浮遊していたスカム
を該上澄液排出手段から遠ざける方向に押し除け
ることができ、これによつて、上澄液排出手段か
らスカム混入のない上澄液のみを円滑に放流する
ことができるという効果がある。
しかも、上澄液放流時のスカム掻き寄せ手段は
水面に浸漬浮遊しているので、処理槽内の水位が
激しく変動しても、この水位変動にスカム掻き寄
せ手段が常時円滑に追従して水面での浸漬浮遊状
態を確実に維持することから、そのスカム掻き寄
せ手段による上述のごときスカムの押し除けを確
実に行うことができるという効果もある。
As described above, according to the present invention, the aeration step,
A supernatant liquid discharging means for discharging the supernatant liquid in the above-mentioned discharging process, and a supernatant liquid discharging means that is movable toward or away from the supernatant liquid discharging means, and a supernatant liquid discharging means for discharging the supernatant liquid in the above-mentioned discharging process into a treatment tank in which the precipitation process and the discharging process are repeated, and a Before the above-mentioned discharge process, a scum scraping means is provided that moves in a direction away from the supernatant liquid discharge means and scrapes up scum on the water surface in the direction of separation, and when the supernatant liquid is discharged, the supernatant liquid Since the scum scraping means is configured to move in a direction away from the water area near the discharge means,
The scum floating in the water area near the supernatant liquid discharge means can be pushed away in the direction away from the supernatant liquid discharge means, thereby allowing only the supernatant liquid without scum to be mixed in from the supernatant liquid discharge means. This has the effect of allowing the water to be discharged smoothly. Furthermore, since the scum scraping means when discharging the supernatant liquid is immersed and floating on the water surface, even if the water level in the treatment tank fluctuates drastically, the scum scraping means always smoothly follows the water level fluctuations and the water surface Since the immersed floating state is reliably maintained, the scum scraping means can reliably push away the scum as described above.
第1図はこの発明の一実施例による汚水処理装
置の平面図、第2図は第1図の概略的な縦断面
図、第3図はこの発明の他の実施例による放流管
の正面図、第4図はこの発明の他の実施例による
汚水処理装置の動作説明を兼ねた構成説明図、第
5図はこの発明の更に別の実施例による汚水処理
装置の要部平面図、第6図は第5図の要部拡大図
を示し、第6図イはスカム掻き寄せ用フロートの
閉状態を示す図、第6図ロはスカム掻き寄せ用フ
ロートの開状態を示す図である。
1……処理槽、3……放流管(上澄液排出手
段)、7……スカム掻き寄せ手段。
FIG. 1 is a plan view of a sewage treatment apparatus according to an embodiment of the present invention, FIG. 2 is a schematic vertical sectional view of FIG. 1, and FIG. 3 is a front view of a discharge pipe according to another embodiment of the invention. , FIG. 4 is a configuration explanatory diagram that also serves as an explanation of the operation of a sewage treatment apparatus according to another embodiment of the present invention, FIG. The figure shows an enlarged view of the main part of FIG. 5, FIG. 6A shows the scum scraping float in a closed state, and FIG. 6B shows the scum scraping float in an open state. 1... Processing tank, 3... Discharge pipe (supernatant liquid discharge means), 7... Scum scraping means.
Claims (1)
処理槽と、この処理槽内に配備され、上記放流工
程で上澄液を放流する上澄液排出手段と、上記処
理槽内の水面に浸漬浮遊して上記上澄液排出手段
に対する接近乃至離間方向に移動可能に配備さ
れ、上記曝気工程後の上記放流工程前に、上記上
澄液排出手段から離間する方向に移動してその離
間方向の水面上のスカムを掻き寄せるスカム掻き
寄せ手段とを備えたことを特徴とする汚水処理装
置。1. A treatment tank that repeats an aeration process, a precipitation process, and a discharge process; a supernatant liquid discharge means that is installed in this treatment tank and discharges the supernatant liquid in the discharge process; is arranged so as to be movable in the direction toward or away from the supernatant liquid discharge means, and after the aeration process and before the discharge process, moves in the direction away from the supernatant liquid discharge means and discharges the water surface in the direction of separation. A sewage treatment device comprising: scum scraping means for scraping up scum.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59038397A JPS60183083A (en) | 1984-02-29 | 1984-02-29 | Sewage treatment apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59038397A JPS60183083A (en) | 1984-02-29 | 1984-02-29 | Sewage treatment apparatus |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60183083A JPS60183083A (en) | 1985-09-18 |
| JPH049599B2 true JPH049599B2 (en) | 1992-02-20 |
Family
ID=12524151
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP59038397A Granted JPS60183083A (en) | 1984-02-29 | 1984-02-29 | Sewage treatment apparatus |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60183083A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2555588Y2 (en) * | 1990-10-09 | 1997-11-26 | 充弘 藤原 | Scum processing device |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53129449A (en) * | 1977-04-18 | 1978-11-11 | Tatsumi Kougiyou Kk | Device for treating waste water |
| JPS5930158B2 (en) * | 1980-12-27 | 1984-07-25 | 株式会社 西原環境衛生研究所 | How to treat sewage |
| JPS58189097A (en) * | 1982-04-30 | 1983-11-04 | Nishihara Environ Sanit Res Corp | Method for controlling apparatus for batch-type activated sludge process |
-
1984
- 1984-02-29 JP JP59038397A patent/JPS60183083A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60183083A (en) | 1985-09-18 |
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