JPS6036837B2 - Sewage purification equipment - Google Patents

Sewage purification equipment

Info

Publication number
JPS6036837B2
JPS6036837B2 JP52083654A JP8365477A JPS6036837B2 JP S6036837 B2 JPS6036837 B2 JP S6036837B2 JP 52083654 A JP52083654 A JP 52083654A JP 8365477 A JP8365477 A JP 8365477A JP S6036837 B2 JPS6036837 B2 JP S6036837B2
Authority
JP
Japan
Prior art keywords
tank
center
rotating disk
disk contact
sewage
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
Application number
JP52083654A
Other languages
Japanese (ja)
Other versions
JPS5418153A (en
Inventor
昭男 西野
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP52083654A priority Critical patent/JPS6036837B2/en
Publication of JPS5418153A publication Critical patent/JPS5418153A/en
Publication of JPS6036837B2 publication Critical patent/JPS6036837B2/en
Expired 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

  • Biological Treatment Of Waste Water (AREA)

Description

【発明の詳細な説明】 本発明は沈殿池と回転円板接触槽とを粗合せた汚水浄化
装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a sewage purification device that roughly combines a sedimentation tank and a rotating disk contact tank.

回転円板を用いて汚水を浄化する方法は緩速度で回転す
る円板の下部が汚水中に浸潰し、上部は空気と接触する
ので円板の表面に微生物が育生されるもので、水と微生
物被膜の接触効果も大であり、微生物と酸素との接触も
十分に行なわれる等の優れた特徴を有している。しかし
、円板の径が大であり、枚数も多い等の原因で小形化が
困難であり、この円板接触槽と沈殿池とを並設すると設
備スペースが相当大となる点で問題がある。また、特開
昭49一124857号公報に記載の発明のように長方
形の沈殿池内の上方に回転円板接触槽を設けたものがあ
るが、このような方式では沈殿池自体が最大なものとな
り、沈殿槽と回転円板接触槽とが共通の水面を有してい
るので汚水浄化効率が悪いという問題もある。
In the method of purifying wastewater using a rotating disc, the lower part of the disc rotates at a slow speed and is submerged in the wastewater, while the upper part comes into contact with air, allowing microorganisms to grow on the surface of the disc. The contact effect of the microorganism coating is large, and the microorganisms have excellent features such as sufficient contact with oxygen. However, it is difficult to downsize the disks due to the large diameter and large number of disks, and there is a problem in that installing the disk contact tank and the sedimentation tank side by side requires a considerable amount of equipment space. . In addition, there is an invention described in JP-A-49-124857 in which a rotating disk contact tank is provided above a rectangular sedimentation tank, but in such a system, the sedimentation tank itself becomes the largest. Another problem is that the sedimentation tank and the rotating disk contact tank share a common water surface, resulting in poor sewage purification efficiency.

本発明は上記のような問題に鑑みて、沈殿池上に回転円
板接触槽を設けたもので、その詳細を設明すれば次の通
りである。
In view of the above-mentioned problems, the present invention provides a rotating disk contact tank above the sedimentation tank, and the details thereof are as follows.

図において、1は円形沈殿池、2はその中心に設けた垂
直の回転軸であり、この軸2はモータ、減速装置等から
成る駆動装置3により一定の方向に駆動される。
In the figure, 1 is a circular sedimentation basin, 2 is a vertical rotating shaft provided at its center, and this shaft 2 is driven in a fixed direction by a drive device 3 consisting of a motor, a speed reducer, etc.

4は回転軸2の下端に固定した腕で、この腕4の下側に
は沈殿池1の底部に沈降した沈殿汚泥を中央の汚泥溜め
5に掻寄せるスクレーパブレート6を固定してあり、該
汚泥溜め5には汚泥引抜管7を設ける。
Reference numeral 4 denotes an arm fixed to the lower end of the rotating shaft 2, and a scraper plate 6 is fixed to the lower side of this arm 4 for scraping the settled sludge settled at the bottom of the settling tank 1 into the central sludge reservoir 5. A sludge drawing pipe 7 is provided in the sludge reservoir 5.

又、該腕4上に支柱8の複数を設け、この支柱8の上端
には水面に浮上したスカムをスカム排出部(図示省略)
へ掻寄せるスカムスキーマ9を取付ける。10は沈殿池
1の上部中央に設けた上下開放状の円筒状センターウェ
ルでこのセンターウェル10の上部外側に回転円板接触
槽11を配置してあるが、図示例では4基の槽11が4
方に設けてある。
Further, a plurality of columns 8 are provided on the arm 4, and a scum discharge section (not shown) is provided at the upper end of the column 8 to remove scum floating on the water surface.
Attach the scum schema 9 to be collected. Reference numeral 10 denotes a cylindrical center well with an open top and bottom provided at the center of the upper part of the sedimentation tank 1, and a rotating disk contact tank 11 is arranged on the outside of the upper part of the center well 10. In the illustrated example, there are four tanks 11. 4
It is located on the side.

この各槽11はセンターウェル10の上部外側から沈殿
池1の周壁間に架設されたもので、この槽11に横向き
の回転軸12を取付けてあり、この軸12を夫々適宜の
駆動装置13により低速回転せしめる。又、この各回転
軸12は多数の円板14が一定の間隔で固定してある。
又、各槽11を囲む環状樋15を設け、その一部に汚水
流入管16を取付けて汚水を環状樋15内に導入するよ
うにし、この環状樋15の内側に各槽11に対する越流
榎17を設けて樋15内の汚水が該堰17から各槽11
内に流入するようにしてある。
Each tank 11 is installed between the outer upper part of the center well 10 and the peripheral wall of the sedimentation tank 1.A horizontal rotating shaft 12 is attached to each tank 11, and each shaft 12 is driven by an appropriate drive device 13. Rotate at low speed. Further, each rotating shaft 12 has a large number of discs 14 fixed at regular intervals.
Further, an annular gutter 15 surrounding each tank 11 is provided, a sewage inflow pipe 16 is attached to a part of the annular gutter 15 to introduce wastewater into the annular gutter 15, and an overflow pipe for each tank 11 is provided inside the annular gutter 15. 17 is provided so that the sewage in the gutter 15 flows from the weir 17 to each tank 11.
It is designed to flow inside.

又、各槽11の内端にはセンターウェル10内に通じる
越流堰18を設け、槽11内にて円板14に接触した汚
水は堰18からセンターウェル10内に流入するように
してある、又、センターゥェル10内には受皿19を設
け、堰18を越流した汚水がこの受皿19で受けられ、
受皿19から溢れて沈殿池1内に流入するようにしてあ
る。通常沈殿池に流入する汚水はセンターウェル内に横
向きあるいは上向きに流入し、沈殿池での汚泥の沈降を
縄乱しないように配慮しているが今回は趣流してセンタ
ーゥェル内下向し、に流入水が落ちこむので蝿乱がおき
る可能性がある。このような問題を防止するため、いっ
たん受皿19にうけてショックをやわらげる。尚、沈殿
池1の上部内周には上燈水の越流トラフ20及びスカム
の該トラフ20への流入を阻止する堰板21を設け、ト
ラフ20‘こは上燈水の流出管22を設ける。
Moreover, an overflow weir 18 communicating with the center well 10 is provided at the inner end of each tank 11, and the wastewater that has come into contact with the disk 14 in the tank 11 flows into the center well 10 from the weir 18. In addition, a saucer 19 is provided in the center well 10, and the wastewater that has overflowed the weir 18 is received by the saucer 19.
It overflows from the saucer 19 and flows into the sedimentation tank 1. Normally, sewage that flows into the settling tank flows sideways or upwards into the center well, taking care not to disturb the settling of sludge in the settling tank, but this time it flows downward into the center well and flows into the center well. There is a possibility of a fly infestation due to falling water. In order to prevent such problems, the shock is softened by placing it in the saucer 19 once. Incidentally, an overflow trough 20 for overflow trough 20 and a weir plate 21 for preventing scum from flowing into the trough 20 are provided on the inner periphery of the upper part of the sedimentation basin 1, and the trough 20' is provided with an outflow pipe 22 for overflow turbidity. establish.

本発明は上記の構造であり、流入管16から環状樋15
に導入された汚水はその内周の各越流堰17から各円板
接触槽11に流入する。この各堰11に流入した汚水は
緩速度で回転している各円板14の外面に附着した微生
物被膜に接触し浄化され、内端の越流堰18から受皿1
9に流入し、センターウェル10を経て沈殿池1内に入
る。沈殿池1内に流入した汚水中の重い固形物は沈降し
てスクレーパブレート6により汚泥溜め5へ掻寄せられ
て引抜管7により引抜かれ、浮上したスカムはスカムス
キーマ9にて掻寄せられてスカム排出部から排出される
。又、上燈水は越流トラフ20へ越流し流出管22から
流出する。本発明は上記のように沈殿池へ流入するまで
の汚水を回転円板接触槽に導入して円板表面の微生物被
膜との接触により酸化処理された汚水が沈殿池に流入し
て汚泥の沈降分離を行なうものであるから、汚水の処理
効果は著大であるが、特に本発明の場合、円形沈殿池の
上部に、それぞれ独立した複数の回転円板接触槽を放射
状となるように配置したので、既設の円形沈殿池を利用
して設置することもできるので、従来利用されていなか
った沈殿池の上部の空間が有効に利用でき、回転円板接
触槽と沈殿池とを別々に設けた場合や長方形の沈殿池の
内部上方に回転円板接触槽を設けた場合に比較して遥か
に小さいスペースに設備できるものである。
The present invention has the above structure, from the inflow pipe 16 to the annular gutter 15.
The wastewater introduced into the tank flows into each disc contact tank 11 from each overflow weir 17 on the inner periphery. The wastewater flowing into each weir 11 comes into contact with the microbial film attached to the outer surface of each disc 14 rotating at a slow speed, is purified, and flows from the overflow weir 18 at the inner end to the receiving tray 1.
9 and enters the settling tank 1 through the center well 10. Heavy solids in the sewage that has flowed into the settling tank 1 settle and are scraped into the sludge basin 5 by the scraper plate 6 and pulled out by the drawing pipe 7, and the scum that floats up is scraped up by the scum schema 9 and turned into scum. It is discharged from the discharge section. Further, the overflow water flows into the overflow trough 20 and flows out from the outflow pipe 22. As described above, the present invention introduces sewage that has not yet flowed into the settling tank into the rotating disk contact tank, and the sewage that has been oxidized by contact with the microbial film on the disk surface flows into the settling tank and causes the sludge to settle. Since the separation is carried out, the treatment effect of wastewater is significant, but in the case of the present invention in particular, a plurality of independent rotating disk contact tanks are arranged radially above the circular sedimentation tank. , since it can be installed using an existing circular sedimentation tank, the space above the sedimentation tank, which was previously unused, can be used effectively. This can be installed in a much smaller space than when a rotating disk contact tank is provided above the inside of a rectangular sedimentation tank.

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

第1図は本発明装置の縦断正面図、第2図は同上の平面
図である。 1……沈殿池、2……回転軸、5…・・・汚泥溜め、6
……スクレーパプレード、9……スカムスキーマ、10
・・・…センターウェル、11・・・・・・回転円板接
触槽、12・・…・回転軸、14・・・・・・円板。 第1図第2図
FIG. 1 is a longitudinal sectional front view of the apparatus of the present invention, and FIG. 2 is a plan view of the same. 1...Sedimentation basin, 2...Rotating shaft, 5...Sludge reservoir, 6
...Scraper Blade, 9...Scum Schema, 10
... Center well, 11 ... Rotating disc contact tank, 12 ... Rotating shaft, 14 ... Disc. Figure 1 Figure 2

Claims (1)

【特許請求の範囲】[Claims] 1 中央に円筒状のセンターウエルと回転軸を設け、こ
の回転軸には沈殿した汚泥を底部中央の汚泥溜めへ掻き
寄せるスクレーパブレードと、浮上したスカムをスカム
排出部へ掻き寄せるスカムスキーマを設けた沈殿池の上
部に回転円板接触槽を設けた汚水浄化装置において、沈
殿池の外周上方に汚水導入管を有する円形の環状樋を同
心に設け、複数の回転円板接触槽を前記環状樋からセン
ターウエル上へ向けて配置することにより、環状樋に流
入した汚水が回転円板接触槽を経てセンターウエル内に
流入するようにし、センターウエル内の下部には回転円
板接触槽から流下する汚水を受けて円形沈殿池内へ越流
させる受皿を設けた汚水浄化装置。
1 A cylindrical center well and a rotating shaft are installed in the center, and this rotating shaft is equipped with a scraper blade that scrapes the settled sludge to the sludge reservoir in the center of the bottom, and a scum schema that scrapes the floating scum to the scum discharge section. In a sewage purification device in which a rotating disk contact tank is provided above a settling tank, a circular annular gutter having a wastewater introduction pipe is provided concentrically above the outer periphery of the settling tank, and a plurality of rotating disk contact tanks are connected to the center from the annular gutter. By arranging it toward the top of the well, the sewage that has flowed into the annular gutter will flow into the center well via the rotating disk contact tank, and the sewage flowing down from the rotating disk contact tank will be placed in the lower part of the center well. A sewage purification device equipped with a saucer that receives water and overflows it into a circular sedimentation tank.
JP52083654A 1977-07-08 1977-07-08 Sewage purification equipment Expired JPS6036837B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP52083654A JPS6036837B2 (en) 1977-07-08 1977-07-08 Sewage purification equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP52083654A JPS6036837B2 (en) 1977-07-08 1977-07-08 Sewage purification equipment

Publications (2)

Publication Number Publication Date
JPS5418153A JPS5418153A (en) 1979-02-09
JPS6036837B2 true JPS6036837B2 (en) 1985-08-22

Family

ID=13808431

Family Applications (1)

Application Number Title Priority Date Filing Date
JP52083654A Expired JPS6036837B2 (en) 1977-07-08 1977-07-08 Sewage purification equipment

Country Status (1)

Country Link
JP (1) JPS6036837B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4398937A (en) * 1981-10-06 1983-08-16 The University Of Southern Mississippi Selective algaecides for control of cyanochloronta
JP2527334Y2 (en) * 1989-09-29 1997-02-26 福永 和二 Settling tank

Also Published As

Publication number Publication date
JPS5418153A (en) 1979-02-09

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