JPS5855836B2 - Pressure flotation separation device - Google Patents

Pressure flotation separation device

Info

Publication number
JPS5855836B2
JPS5855836B2 JP8621079A JP8621079A JPS5855836B2 JP S5855836 B2 JPS5855836 B2 JP S5855836B2 JP 8621079 A JP8621079 A JP 8621079A JP 8621079 A JP8621079 A JP 8621079A JP S5855836 B2 JPS5855836 B2 JP S5855836B2
Authority
JP
Japan
Prior art keywords
flotation
pressurized
supply pipe
water supply
chamber
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
JP8621079A
Other languages
Japanese (ja)
Other versions
JPS5610351A (en
Inventor
登 早川
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.)
NISHIHARA KANKYO EISEI KENKYUSHO KK
Original Assignee
NISHIHARA KANKYO EISEI KENKYUSHO KK
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 NISHIHARA KANKYO EISEI KENKYUSHO KK filed Critical NISHIHARA KANKYO EISEI KENKYUSHO KK
Priority to JP8621079A priority Critical patent/JPS5855836B2/en
Publication of JPS5610351A publication Critical patent/JPS5610351A/en
Publication of JPS5855836B2 publication Critical patent/JPS5855836B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 この発明は、加圧浮上式の分離装置に関するものである
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a pressurized floating type separation device.

従来の加圧浮上分離装置は、混合タンクを有しこの混合
タンク内で加圧水と廃水とを混合していた。
A conventional pressurized flotation separator has a mixing tank in which pressurized water and wastewater are mixed.

ところが、そのようにすると混合タンク内で粗大気泡が
発生し、この気泡が浮上汚泥に衝撃を与え、曝気するよ
うな現象を呈していた。
However, when this was done, coarse air bubbles were generated in the mixing tank, and the air bubbles impacted the floating sludge, causing aeration.

また、混合タンクから流出する混合体は水平方向にある
ため浮上汚泥を掻取方向と逆方向に押し流してしまうの
で浮上汚泥を充分に掻取ることができない。
Further, since the mixture flowing out from the mixing tank is in a horizontal direction, the floating sludge is swept away in the opposite direction to the scraping direction, so that the floating sludge cannot be sufficiently scraped off.

その結果分離液の水質が悪化し、混合タンクの流出口の
減圧弁などが閉塞する等の欠点があった。
As a result, the water quality of the separated liquid deteriorated, and there were drawbacks such as the pressure reducing valve at the outlet of the mixing tank becoming clogged.

この発明は、このような欠点を除去するためになされた
もので、浮上タンク内を接触室と浮上室に区分し、接触
室内に廃水と加圧水とを向流状態で導入することにより
、以上の欠点を解消するとともに分離効果を向上させた
加圧浮上分離装置を提供することを目的とするものであ
る。
This invention was made in order to eliminate such drawbacks, and the flotation tank is divided into a contact chamber and a flotation chamber, and waste water and pressurized water are introduced into the contact chamber in a countercurrent state. It is an object of the present invention to provide a pressurized flotation separation device that eliminates the drawbacks and improves the separation effect.

以下、この発明の一実施例を第1図〜第4図を参照して
説明する。
An embodiment of the present invention will be described below with reference to FIGS. 1 to 4.

第1図において、4は浮上タンクであり、この浮上タン
ク4内は、接触室1と浮上室2とに分割されている。
In FIG. 1, 4 is a flotation tank, and the inside of this flotation tank 4 is divided into a contact chamber 1 and a flotation chamber 2.

接触室1内には、廃水供給管5と加圧水供給管6とが上
下に対向した状態で導入されている。
A waste water supply pipe 5 and a pressurized water supply pipe 6 are introduced into the contact chamber 1 in a vertically opposed state.

廃水供給管5は、ポンプP1 を介して廃水を導入し、
第2図のように下方に向けて吐出する。
The wastewater supply pipe 5 introduces wastewater via a pump P1,
Discharge downward as shown in Figure 2.

加圧水供給管6は、循環ポンプP2、加圧タンク7を介
して加圧水を導入し第2図のように上方に向けて吐出す
る。
The pressurized water supply pipe 6 introduces pressurized water via the circulation pump P2 and the pressurized tank 7, and discharges it upward as shown in FIG.

このようにして接触室1内に向流状態が形成される。In this way, a countercurrent condition is created in the contact chamber 1.

なお、各管は、第2図のような単列に限らす複列にして
もよいし、また第3図のように廃水供給管50対向端部
をスカート状に拡大してもよい。
In addition, each pipe may be limited to a single row as shown in FIG. 2, but may be arranged in double rows, or the opposite end of the wastewater supply pipe 50 may be expanded into a skirt shape as shown in FIG.

さらに、第4図のようにすることもできる。Furthermore, it is also possible to do as shown in FIG.

このようにすると、各供給水の向流状態が良好となり浮
上室2に均一に分散して流入する。
In this way, the countercurrent state of each supply water becomes good, and the supply water flows into the flotation chamber 2 in a uniformly distributed manner.

接触室1で充分に接触混合された混合水は、横方向への
流動力をもたずに仕切壁8を越えて、浮上室2に流入し
て行く。
The mixed water that has been sufficiently contacted and mixed in the contact chamber 1 passes over the partition wall 8 and flows into the floating chamber 2 without having any lateral flow force.

上記接触室1は、廃水と加圧水との速度エネルギーによ
る攪拌力によって最適な気液混合を行うとともに加圧水
より発生した粗大気泡を細断する。
The contact chamber 1 performs optimal gas-liquid mixing using the agitation force generated by the velocity energy of waste water and pressurized water, and also shreds coarse air bubbles generated from the pressurized water.

また、同時に発生気泡率を100%にして発生した気泡
を廃水粒子と接触付着させ、付着効率も100(至)に
近くなるようにしている。
At the same time, the bubble rate is set to 100%, and the generated bubbles are brought into contact with and adhere to the waste water particles, so that the adhesion efficiency is close to 100 (up to 100).

なお、発生気泡率が100%とは、過飽和溶解空気を1
00e/e気泡化することを意味している。
Note that the bubble generation rate of 100% means that the supersaturated dissolved air is 1
00e/e means to form bubbles.

溶解空気を微細気泡にするには、適度な攪拌力が必要で
あり、そのような攪拌力の下で加圧水の滞留時間を長く
することにより略完全に気泡化される。
A moderate stirring force is required to turn the dissolved air into fine bubbles, and by increasing the residence time of the pressurized water under such stirring force, the bubbles can be almost completely turned into bubbles.

浮上室2には、廃水粒子の浮上部に位置して複数のバッ
フル3が並設されている。
In the flotation chamber 2, a plurality of baffles 3 are arranged in parallel at the part where wastewater particles float.

これらの各バッフル3は、浮上室2内に流入して浮上分
離した浮上粒子の集合体をそれらの間に係留して後方に
押し流されないようにする作用を果す。
Each of these baffles 3 serves to anchor the aggregate of floating particles that have flown into the flotation chamber 2 and floated and separated therebetween to prevent them from being swept away backwards.

従って、分離液のみが浮上室2内を矢印のように流れて
行く。
Therefore, only the separated liquid flows in the flotation chamber 2 in the direction of the arrow.

そして、上方の浮上粒子の集合体(濃縮汚泥:は、フラ
イトコンベア9によって掻き取られ、外部に採取される
The aggregate of floating particles (thickened sludge) above is scraped off by the flight conveyor 9 and collected outside.

この時、濃縮汚泥は、上記各バッフル3によって係留さ
れているので掻取りは完全である。
At this time, the thickened sludge is moored by each of the baffles 3, so the scraping is complete.

また、押し流されることもないので、タンクの閉塞も発
生しない。
Furthermore, since the water is not washed away, the tank will not be clogged.

そして、浮上汚泥の濃度は、浮上層の厚さく高さ)を犬
にする方が、より大きな浮力が作用して圧密となり高く
なる。
The concentration of floating sludge becomes higher when the thickness and height of the floating layer is increased due to greater buoyancy and consolidation.

各バッフルはそのように厚さを増大する作用を果してい
る。
Each baffle thus serves to increase the thickness.

従って、この構成によると採取される汚泥の濃度は高い
ものとなる。
Therefore, according to this configuration, the concentration of the collected sludge is high.

このことは、他方分離液中に微細フロックが同伴しない
ことになり、分離液濃度を低くすることになる。
On the other hand, this means that fine flocs are not entrained in the separated liquid, which lowers the concentration of the separated liquid.

°従って、分離効果が著しく向上する。°Therefore, the separation effect is significantly improved.

以上のようにこの発明によると、浮上タンク内を接触室
と浮上室に区分し、接触室内に廃水供給管と加圧水供給
管とを対向させて設けることにより、充分な混合と気泡
形成を可能とし、しかも横方向への流動力を小さくした
ので、粗大気泡は充分に細断されることになり、浮上汚
泥が押し流されることもなくなる。
As described above, according to the present invention, the interior of the flotation tank is divided into a contact chamber and a flotation chamber, and a waste water supply pipe and a pressurized water supply pipe are provided facing each other in the contact chamber, thereby making it possible to achieve sufficient mixing and bubble formation. Moreover, since the flow force in the lateral direction is reduced, the coarse air bubbles are sufficiently shredded, and the floating sludge is no longer washed away.

従って、タンクが閉塞するなどの事故もなくなり、分離
効果自体も向上する。
Therefore, accidents such as tank clogging are eliminated, and the separation effect itself is improved.

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

第1図は、この発明の一実施例による加圧浮上分離装置
の断面図、第2図はその要部の拡大斜視図、第3図は、
同実施例の要部の変形例の断面図、第4図は、同地の変
形例の正面図である。 1・・・・・・接触室、2・・・・・・浮上室、3・・
・・・・バッフル、4・・・・・・浮上タンク、5・・
・・・・廃水供給管、6・・・・・・加圧水供給管、8
・・・・・・仕切壁。
FIG. 1 is a sectional view of a pressurized flotation separation device according to an embodiment of the present invention, FIG. 2 is an enlarged perspective view of its main parts, and FIG. 3 is a
FIG. 4 is a sectional view of a modification of the main part of the same embodiment, and FIG. 4 is a front view of the modification. 1... Contact chamber, 2... Levitation chamber, 3...
... Baffle, 4... Levitation tank, 5...
...Waste water supply pipe, 6... Pressurized water supply pipe, 8
・・・・・・Partition wall.

Claims (1)

【特許請求の範囲】 1 加圧浮上タンクと、このタンク内に区分して設けら
れた接触室および浮上室と、上記接触室内に各々導入さ
れ相互に上下に対向して設けられた廃水供給管および加
圧水供給管とからなる加圧浮上分離装置。 2 上記浮上室の分離物浮上部に所定の間隔で複数のバ
ッフルを長手方向に並設した特許請求の範囲第1項に記
載の加圧浮上分離装置。 3 上記廃水供給管を上方に、加圧水供給管を下方にし
て対向させ、上記廃水供給管の対向端部をスカート状に
拡大した特許請求の範囲第1項および第2項に記載の加
圧浮上分離装置。
[Claims] 1. A pressurized flotation tank, a contact chamber and a flotation chamber provided separately in this tank, and wastewater supply pipes introduced into the contact chambers and arranged vertically opposite to each other. and a pressurized water supply pipe. 2. The pressurized flotation separation device according to claim 1, wherein a plurality of baffles are arranged in parallel in the longitudinal direction at predetermined intervals in the separated object flotation section of the flotation chamber. 3. Pressurized flotation according to claims 1 and 2, wherein the waste water supply pipe is arranged upward and the pressurized water supply pipe is arranged downward, and the opposing ends of the waste water supply pipe are expanded into a skirt shape. Separation device.
JP8621079A 1979-07-06 1979-07-06 Pressure flotation separation device Expired JPS5855836B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8621079A JPS5855836B2 (en) 1979-07-06 1979-07-06 Pressure flotation separation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8621079A JPS5855836B2 (en) 1979-07-06 1979-07-06 Pressure flotation separation device

Publications (2)

Publication Number Publication Date
JPS5610351A JPS5610351A (en) 1981-02-02
JPS5855836B2 true JPS5855836B2 (en) 1983-12-12

Family

ID=13880410

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8621079A Expired JPS5855836B2 (en) 1979-07-06 1979-07-06 Pressure flotation separation device

Country Status (1)

Country Link
JP (1) JPS5855836B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3643869C1 (en) * 1986-12-22 1988-09-08 Vdo Schindling Circuit arrangement for monitoring a bridge output stage

Also Published As

Publication number Publication date
JPS5610351A (en) 1981-02-02

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