JPS60183083A - Sewage treatment apparatus - Google Patents
Sewage treatment apparatusInfo
- Publication number
- JPS60183083A JPS60183083A JP59038397A JP3839784A JPS60183083A JP S60183083 A JPS60183083 A JP S60183083A JP 59038397 A JP59038397 A JP 59038397A JP 3839784 A JP3839784 A JP 3839784A JP S60183083 A JPS60183083 A JP S60183083A
- Authority
- JP
- Japan
- Prior art keywords
- scum
- discharge
- discharge pipe
- water surface
- scraping
- 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
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)
Abstract
Description
【発明の詳細な説明】
この発明は水面上のスカムを掻き寄せ、上澄液のみを放
流できる汚水処理装置に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a sewage treatment device capable of scraping up scum on the water surface and discharging only the supernatant liquid.
従来、バッチ式活性汚泥処理装置においては、沈殿工程
の後、沈殿上澄液を排出するが、この時処理槽内にはス
カムが浮遊している場合がある。Conventionally, in a batch-type activated sludge treatment apparatus, the sedimentation supernatant liquid is discharged after the precipitation step, but at this time, scum may be floating in the treatment tank.
そして上澄液の放流は上下動する放流管によって行うが
、この際、通常この放流管を囲繞するスカムバッフル(
フロート)によってスカムの混入全防止している。しか
し、従来のものでは、スカムバッフルが水面上に下降し
た時点で、放流管とスカムバッフルとの間にあるスカム
は放流管に流入し放流されてしまうという欠点があった
。The supernatant liquid is then discharged through a discharge pipe that moves up and down, but at this time, the scum baffle (
Float) completely prevents scum from entering. However, the conventional method has a drawback that when the scum baffle descends above the water surface, the scum present between the discharge pipe and the scum baffle flows into the discharge pipe and is discharged.
この発明は上記欠点を解消するために、放流工程前に水
面上のスカム全損き寄せる掻き寄せ装置を放流管の近傍
に設けることによって、放流管へのスカムの流入を防止
し、上澄液のみを放流゛できる汚水処理装置を提供する
ことを目的とする。In order to solve the above-mentioned drawbacks, this invention prevents the flow of scum into the discharge pipe by providing a scraping device near the discharge pipe that collects all the scum on the water surface before the discharge process, thereby preventing the scum from flowing into the discharge pipe and discharging the supernatant liquid. The purpose of the present invention is to provide a sewage treatment device that can discharge only wastewater.
以下、この発明の一実施例について図面を参照して説明
する。An embodiment of the present invention will be described below with reference to the drawings.
第1図、第2図において、各処理槽1の底部には、曝気
工程で汚水に空気を吹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はふつう曝気プロア(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
出するジェット弐散気装置のように目詰まりしにくいも
のを用いると好ましい。1 and 2, at the bottom of each treatment tank 1, an aeration device 2 for blowing air into wastewater in an aeration process is arranged. This aeration device 2 is normally switched and controlled by an aeration processor (not shown), but at this time, it is preferable to use one that is less likely to clog, such as a jet aeration device that spouts a gas-liquid mixture.
沈殿工程に続く放流工程時に上澄液を排出する放流管3
は、軸パイプ4を細心として回動可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。Discharge pipe 3 for discharging supernatant liquid during the discharge process following the precipitation process
is attached to a discharge pipe 5 which is rotatably connected to the shaft pipe 4, and a free end of this discharge pipe 5,
It is composed of an overflow pipe 6 having an open overflow port 6a.
従って、溢流管6が水面部を下降する状態では、処理槽
1内の上澄水は溢流口6aより溢流管6内に流入し、軸
パイプ4を経て外部へ放流される。また、図示しない回
動手段によって溢流管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。Therefore, when the overflow pipe 6 descends below the water surface, the supernatant water in the treatment tank 1 flows into the overflow pipe 6 through the overflow port 6a, and is discharged to the outside via the shaft pipe 4. In addition, 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.
この発明では、特に、上記放流管3の近傍に曝気工程後
、放流工程前に水面上のスカムを掻き寄せる掻き寄せ装
置7が配置されている。この掻き寄せ装置7け、水平方
向(矢印(イ)方向)K往復動自在に形成され、フロー
ト8と、このフロート8に取付けられた掻き寄せ板9と
、フロート8を上下方向(矢印(ロ)方向)に移動自在
に支持する支持板10とを有する。In this invention, in particular, a scraping device 7 is arranged near the discharge pipe 3 to scrape up scum on the water surface after the aeration process and before the discharge process. The raking device 7 is formed to be able to reciprocate in the horizontal direction (the direction of the arrow (A)). ) direction).
次にこの発明の動作について!li!明する。Next, let's talk about how this invention works! li! I will clarify.
処理槽l内では、曝気工程と、空気の吹込みを中止して
液体中の汚泥を沈殿させる沈殿工程と、放流管8を水面
部まで下降させて上澄液を排出する放流工程を1サイク
ルとする操作を繰返し連続的もしくは任意時期に供給さ
れる流入汚水を活性汚泥処理する。また、処理槽1内の
汚泥は適当な時期を選んで引抜かれる。Inside the treatment tank 1, one cycle consists of an aeration process, a settling process in which air blowing is stopped to settle the sludge in the liquid, and a discharge process in which the discharge pipe 8 is lowered to the water surface and the supernatant liquid is discharged. This operation is repeated to treat the inflowing sewage that is supplied continuously or at any time with activated sludge. Further, the sludge in the treatment tank 1 is extracted at an appropriate time.
ここで、曝気工程終了後、放流工程前に掻き寄せ装置7
を水平方向に移動させ、水面上のスカムを一方向(放流
管3とは逆方向)に掻き寄せて、放流管3へのスカム流
人を防止する。また、掻き寄せ装置7のフロート8は支
持板10に上下方向((ロ)方向)に移動自在に支持さ
れているので、汚水の水位に対応して水面上のスカムを
効果的に掻き寄せできる。Here, after the aeration process is completed and before the discharge process, the raking device 7
is moved in the horizontal direction to scrape up scum on the water surface in one direction (opposite direction to the discharge pipe 3) to prevent scum from flowing into the discharge pipe 3. Furthermore, since the float 8 of the raking device 7 is supported by the support plate 10 so as to be movable in the vertical direction ((b) direction), scum on the water surface can be effectively raked up in accordance with the water level of the sewage. .
第3図、第4図は掻き寄せ装置7の他の実施例を示し、
放流管3に回動自在に支持され、鉛直より左方へ着水(
第 図(イ)参照)する掻き寄せフロート11を有する
。この掻き寄せフロート11には掻き寄せ敬重2が取付
けられ、また、放流管8にはスカム回シ込み防止板13
が設けられている。3 and 4 show other embodiments of the scraping device 7,
It is rotatably supported by the discharge pipe 3 and lands to the left of the vertical direction (
(See Figure (a)). A raking float 11 is attached with a raking weight 2, and a scum rotation prevention plate 13 is attached to the discharge pipe 8.
is provided.
上述の構成によれば、沈殿工程終了後、放流工程へ移行
する場合、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、掻き宥せ70−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
、浮力によって水面上を左方へ移動し、水面上のスカム
を放流管3とは逆方向に掻き寄せ、第1の実施例と同様
に放流管3へのスカムの混入を確実に防止する。尚、ス
カム回り込み防止板13によって、放流管3の背部から
のスカム流入も防止できる。According to the above-mentioned configuration, when moving to the discharge process after the precipitation process is completed, first, the discharge pipe 3 starts descending as shown in FIG. 4. At this time, the scraper 70-to 11 is connected to the discharge pipe 3.
As shown in Fig. 4, it moves to the left on the water surface due to buoyancy, scrapes up scum on the water surface in the opposite direction to the discharge pipe 3, and performs the first implementation. As in the example, mixing of scum into the discharge pipe 3 is reliably prevented. The scum wrap-around prevention plate 13 can also prevent scum from flowing in from the back of the discharge pipe 3.
第5図および第6図も掻き寄せ装置1の他の実施例を示
し、放流管30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の長孔11に移動可能
に係合されたフロート15と、このフロート15を長孔
148に沿って開閉移動させる一対のフロート駆動腕1
6とを有する。5 and 6 also show other embodiments of the raking device 1, which include a pair of float support arms 14 fixed on both sides of the discharge pipe 30, and movably engaged with the long holes 11 of the float support arms 14. The combined float 15 and a pair of float drive arms 1 that open and close the float 15 along the elongated hole 148
6.
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70−)+5に固着し、他端を処理槽1に固定さ
れた基枠長孔17に上下方向に移動可能に係合している
。As shown in FIG. 6, this float drive arm 16 has one end fixed to 70-)+5 and the other end engaged with a base frame elongated hole 17 fixed to the processing tank 1 so as to be movable in the vertical direction. are doing.
従って、たとえばねじ18の回転によってフロート駆動
腕16の端部を基枠長孔1−7に沿って移動させれば、
第6図に示すように、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を生じ、フ
ロー)+5の浮力によって支持されている放流管3が上
下動する。Therefore, for example, if the end of the float drive arm 16 is moved along the base frame elongated hole 1-7 by rotating the screw 18,
As shown in FIG. 6, as the float 15 opens and closes,
A relative positional change occurs between the float 15 and the discharge pipe 3, and the discharge pipe 3, which is supported by the buoyancy of flow +5, moves up and down.
そこで、曝気工程、沈殿工程時には、第6図(イ)に示
すように、フロー)+5を放流管3近傍へ保持し、放流
管3を水面上に支持しておく。次に沈殿工程終了後、モ
ータ18によってフロート支持腕16を基枠長孔17に
沿って下降させると、放流管8は水面下に移動し、溢流
・放流が行われる。Therefore, during the aeration process and precipitation process, as shown in FIG. 6(a), the flow +5 is maintained near the discharge pipe 3, and the discharge pipe 3 is supported above the water surface. Next, after the precipitation process is completed, when the float support arm 16 is lowered along the base frame elongated hole 17 by the motor 18, the discharge pipe 8 moves below the water surface, and overflow/discharge is performed.
この際、第6図(ロ)に示すようにフロー)+5が開方
向に移動するために、放流管3近傍のスカムが側方へ掻
き寄せられるので、スカムの混入は確実に防止できると
共に放流工程の開始・終了も同時に行える。At this time, as shown in Figure 6 (b), since the flow +5 moves in the opening direction, the scum in the vicinity of the discharge pipe 3 is scraped up to the side, so that mixing of scum can be reliably prevented and the discharge Processes can be started and ended at the same time.
尚、掻き寄せ装置1は上記実施例に限定されることなく
、曝気工程終了後、放流工程前に水面上のスカムを掻き
寄せることができるものならば如何なる構造であっても
よい。Note that the raking device 1 is not limited to the above-mentioned embodiment, and may have any structure as long as it is capable of raking up scum on the water surface after the aeration step and before the discharge step.
以上のようにこの発明によれば、放流工程前にスカムを
掻き寄せる掻き寄せ装置を設けることによって、放流管
へのスカムの混入を防止し、上澄液のみを放流できる等
の極めて優れた効果がおる。As described above, according to the present invention, by providing a scraping device that scrapes up scum before the discharge process, it is possible to prevent scum from entering the discharge pipe and to discharge only the supernatant liquid, which is an extremely excellent effect. There is.
第1図はこの発明の一実施例の平面図、第2図は同縦断
面図、第3図は放流管の正面図、第4図は同動作説明図
、第5図はこの発明の他の実施例の要部平面図、第6図
は他の実施例の動作説明図を示す。
l・・・処理槽、3・・・放流管、7・・・掻き寄せ装
置。
特許出願人 株式会社西原環境衛生研究所第1図
第3図Fig. 1 is a plan view of one embodiment of the present invention, Fig. 2 is a longitudinal cross-sectional view of the same, Fig. 3 is a front view of the discharge pipe, Fig. 4 is an explanatory diagram of the same operation, and Fig. 5 is a plan view of an embodiment of the invention. FIG. 6 is a plan view of the main parts of this embodiment, and FIG. 6 is an explanatory diagram of the operation of another embodiment. 1... Processing tank, 3... Discharge pipe, 7... Scraping device. Patent applicant Nishihara Environmental Health Research Institute Co., Ltd. Figure 1 Figure 3
Claims (1)
この処理槽内に設けられ、上記曝気工程終了後、上記放
流工程前に、水面上のスカムを掻き寄せる掻き寄せ装置
と、この掻き寄せ装置の近傍に設けられ、上記スカムが
掻き寄せられた後、上澄液のみを放流する放流管とを備
えた汚水処理装置。A treatment tank that repeats an aeration process, a precipitation process, and a discharge process;
A raking device is installed in the treatment tank to scrape up the scum on the water surface after the aeration process is completed and before the discharge process, and a raking device is installed near the raking device to scrape up the scum on the water surface after the scum is scraped up. , and a discharge pipe that discharges only supernatant liquid.
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 true JPS60183083A (en) | 1985-09-18 |
JPH049599B2 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) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0465190U (en) * | 1990-10-09 | 1992-06-05 |
Citations (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 |
JPS57110385A (en) * | 1980-12-27 | 1982-07-09 | Nishihara Environ Sanit Res Corp | Sewage treating method |
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
Patent Citations (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 |
JPS57110385A (en) * | 1980-12-27 | 1982-07-09 | Nishihara Environ Sanit Res Corp | Sewage treating method |
JPS58189097A (en) * | 1982-04-30 | 1983-11-04 | Nishihara Environ Sanit Res Corp | Method for controlling apparatus for batch-type activated sludge process |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0465190U (en) * | 1990-10-09 | 1992-06-05 |
Also Published As
Publication number | Publication date |
---|---|
JPH049599B2 (en) | 1992-02-20 |
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