Nothing Special   »   [go: up one dir, main page]

JP3146372B2 - Coagulation reaction device - Google Patents

Coagulation reaction device

Info

Publication number
JP3146372B2
JP3146372B2 JP02584192A JP2584192A JP3146372B2 JP 3146372 B2 JP3146372 B2 JP 3146372B2 JP 02584192 A JP02584192 A JP 02584192A JP 2584192 A JP2584192 A JP 2584192A JP 3146372 B2 JP3146372 B2 JP 3146372B2
Authority
JP
Japan
Prior art keywords
tank
sludge
plate
swirling
flow
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
Application number
JP02584192A
Other languages
Japanese (ja)
Other versions
JPH05192700A (en
Inventor
勉 安田
康彦 渡辺
真 松中
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.)
Kurita Water Industries Ltd
Tokyo Metropolitan Government
Original Assignee
Kurita Water Industries Ltd
Tokyo Metropolitan Government
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 Kurita Water Industries Ltd, Tokyo Metropolitan Government filed Critical Kurita Water Industries Ltd
Priority to JP02584192A priority Critical patent/JP3146372B2/en
Publication of JPH05192700A publication Critical patent/JPH05192700A/en
Application granted granted Critical
Publication of JP3146372B2 publication Critical patent/JP3146372B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Treatment Of Sludge (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、処理槽の底部に汚泥
と凝集剤とを受入れ、槽内で水平旋回する上下方向に複
数段の撹拌翼で撹拌して汚泥を凝集、造粒し、複数段の
撹拌翼で撹拌して汚泥を凝集、造粒し、処理槽の上部か
ら槽外に排出する凝集処理装置に関する。
BACKGROUND OF THE INVENTION The present invention relates to a method for receiving sludge and a coagulant at the bottom of a treatment tank and agitating the sludge with a plurality of agitating blades in a vertical direction which horizontally turns in the tank to coagulate and granulate the sludge. The present invention relates to an agglomeration treatment apparatus for aggregating and granulating sludge by stirring with a plurality of stirring blades, and discharging the sludge from the upper part of the treatment tank to the outside.

【0002】[0002]

【従来の技術】このような凝集処理装置として、下段の
撹拌羽根が上下の旋回循環流を起こさせるために基部の
幅が先端部よりも小さい羽子板形後退翼、上段の撹拌羽
根が水平方向の旋回流を起こさせるために槽の高さ方向
に幅が一定な平板形放射状翼としたものが特公平2−8
761号公報で公知である。この下段の羽子板形後退翼
は旋回することで槽内底部の中心部にある汚泥を外側に
強力に噴き出し、その流れは旋回しながら処理槽の内周
付近で上昇流と下降流に別れ、上昇流は槽内上部で平板
形放射状翼が起す水平旋回流と接触し、処理槽の底部の
中心部に向かって旋回しながら下降する。又、下降流は
処理槽の底面に沿って旋回しながら中心部に向かって上
昇する。こうして槽内底部では羽子板形後退翼の旋回に
より同程度の上下の旋回循環流が生じ、この上下の旋回
循環流は槽の中心部で激しく混合し、汚泥と凝集剤の混
合効果を向上すると共に、フロック同志の接触、会同を
促進して粒径が大きく、強度があるペレットに造粒す
る。
2. Description of the Related Art As such an aggregating apparatus, a lower blade has a base plate width smaller than that of a tip portion so that a lower stirring blade generates a vertical circulating flow, and an upper stirring blade has a horizontal stirring blade. To make a swirling flow, flat radial wings with a constant width in the height direction of the tank are used in Japanese Patent Publication No. 2-8.
No. 761. The lower blade-type swept wing swirls to eject the sludge in the center of the bottom inside the tank strongly outward, and the flow separates into rising and descending flows near the inner circumference of the treatment tank while turning, The flow comes into contact with the horizontal swirling flow generated by the flat radial vanes in the upper part of the tank, and descends while swirling toward the center of the bottom of the processing tank. Further, the descending flow rises toward the center while rotating along the bottom surface of the processing tank. In this way, at the bottom of the tank, the swirling of the vane-plate-type swept wing produces a similar upper and lower swirling flow, which violently mixes at the center of the tank, improving the mixing effect of the sludge and the flocculant. This promotes the contact and congruence of the flocs and granulates them into large and strong pellets.

【0003】[0003]

【発明が解決しようとする課題】しかし、汚泥の種類に
よっては浮上する性質が大なものがあり、その場合は液
面に浮上し、スカムとなって液面を旋回し、次々と浮上
する後続のスカムと結合して圧密化し、大きな凝集塊に
なるので造粒効率は極めて悪い。
However, depending on the type of sludge, the sludge has a large property. In that case, the sludge floats on the surface of the liquid, turns as a scum, turns around the surface of the liquid, and subsequently floats one after another. The scum is combined with the scum to form a compact and large agglomerates, resulting in extremely poor granulation efficiency.

【0004】[0004]

【課題を解決するための手段】本発明は、上記に鑑み開
発されたのであって、撹拌羽根の旋回方向に傾いた造粒
板を処理槽に半径方向に固定し、該造粒板を槽内の液面
から下に突入させたことを特徴とする。
SUMMARY OF THE INVENTION The present invention has been developed in view of the above, and comprises fixing a granulating plate inclined in the swirling direction of a stirring blade in a processing tank in a radial direction, and attaching the granulating plate to a tank. It is characterized in that it rushes downward from the liquid level inside.

【0005】[0005]

【実施例】図示の実施例において、1は円筒形の処理
槽、2は上記処理槽1の中心部に縦設され、モータ、変
速機により一方向に回転駆動される回転軸、3は槽底に
汚泥を供給する給泥管で、給泥管の途中には両性ポリマ
ーなどの凝集剤を汚泥に添加する薬注管4が接続してい
る。尚、回転軸2の上端は、処理槽1の上面に橋状に渡
設した支持体5で支持し、モータ、変速機はこの支持体
5上に設置してある。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In the embodiment shown in the drawings, reference numeral 1 denotes a cylindrical processing tank, 2 is a vertically installed central part of the processing tank 1, and a rotating shaft driven in one direction by a motor and a transmission. A sludge pipe for supplying sludge to the bottom, and a chemical injection pipe 4 for adding a flocculant such as an amphoteric polymer to sludge is connected in the middle of the sludge pipe. The upper end of the rotating shaft 2 is supported by a support 5 extending in a bridge form on the upper surface of the processing tank 1, and the motor and the transmission are installed on the support 5.

【0006】回転軸2には、この実施例では上下二段に
撹拌羽根10,12がほゞ放射状に取付けてある。上段
撹拌羽根10は全長にわたり槽の高さ方向に幅が一定
で、広い平板形放射状翼11であり、回転軸2に対し1
80°の位相で二枚取付けてある。下段撹拌羽根12は
回転軸2に対し水平に同心状に固定した円板13と、こ
の円板の周縁部に基部14aが直交して垂直に固定さ
れ、基部から先端14bに向かって旋回方向に対し後退
するように湾曲した平板形後退翼14とからなり、この
平板形後退翼も図示のように末広がりの基部の幅広端か
ら先端まで槽の高さ方向に幅が一定で、円板13の周縁
部に対し180°の位相で固定してある。又、処理槽の
底部内周と中段部内周には上記撹拌羽根10,12の旋
回方向に槽の内周から次第に離れる案内板15が180
°の位相で二枚宛設けてある。
In this embodiment, stirring blades 10 and 12 are mounted on the rotating shaft 2 at two upper and lower stages in a substantially radial manner. The upper stage stirring blade 10 is a wide flat plate-shaped radial blade 11 having a constant width in the height direction of the tank over the entire length.
Two pieces are attached with a phase of 80 °. The lower stirring blade 12 has a disk 13 fixed horizontally and concentrically with respect to the rotating shaft 2, and a base 14 a fixed perpendicularly to the peripheral edge of the disk 13 in a direction perpendicular to the rotating shaft 2. On the other hand, the flat-type swept wings 14 are curved so as to retreat, and the flat-shaped swept wings also have a constant width in the height direction of the tank from the wide end of the divergent base to the tip as shown in the figure, and It is fixed at a phase of 180 ° with respect to the peripheral edge. In addition, guide plates 15 which are gradually separated from the inner periphery of the tank in the turning direction of the stirring blades 10 and 180 are provided on the inner periphery of the bottom portion and the inner periphery of the middle portion of the treatment tank.
Two sheets are provided with a phase of °.

【0007】処理槽内の底部に給泥管3で凝集剤が添加
された汚泥を供給しながら回転軸2を回転すると、上段
撹拌羽根10、下段撹拌羽根12は一体に旋回し、上段
撹拌羽根は平板形放射状翼11であるため槽内上部には
水平旋回流Aが生じ、槽内底部では、下段撹拌羽根の円
板13が羽子板の柄部、平板形後退翼14が羽子板の板
部となり、平板形後退翼が全体として旋回方向に対し後
退するように湾曲していることから、その旋回によって
槽内底部の中心部にある汚泥を強力に外側に押出し、こ
の流れは旋回しながら処理槽1の内周付近で上昇流と下
降流とに別れ、上昇流は槽内上部の上段撹拌羽根が起す
水平旋回流Aに接触し、処理槽の底部の中心部に向かっ
て旋回しながら下降して循環する上部旋回循環流Bにな
り、又、下降流は処理槽の底面沿いに旋回し、槽内中心
部に向かって上昇する下部旋回循環流B′になる。前記
中段部内周の案内板15は上部旋回循環流Bが旋回しな
がら槽内中心部に向かって下降するのを促進し、底部内
周の案内板15は下部旋回循環流B′が槽内中心部に向
かって上昇するのを促進する。
When the rotating shaft 2 is rotated while supplying sludge to which a coagulant is added to the bottom of the treatment tank by the supply pipe 3, the upper stirring blades 10 and the lower stirring blades 12 rotate integrally, and the upper stirring blades rotate. Is a flat radial blade 11, a horizontal swirling flow A is generated in the upper part of the tank, and at the bottom of the tank, the disk 13 of the lower stirring blade becomes the handle part of the blade, and the plate-shaped retreat blade 14 becomes the plate part of the blade. Since the flat swept wings are curved so as to recede in the swirling direction as a whole, the swirling strongly extrudes the sludge at the center of the bottom of the tank, and the flow swirls to the treatment tank while swirling. In the vicinity of the inner circumference of 1, the ascending flow separates into an ascending flow and a descending flow, and the ascending flow comes into contact with the horizontal swirling flow A generated by the upper stirring blades in the upper part of the tank and descends while swirling toward the center of the bottom of the processing tank. Circulating upper circulating flow B, and the descending flow is Turning along the bottom surface of the physical vessel becomes lower swirling circulation B 'which rises towards the intracisternal center. The guide plate 15 on the inner periphery of the middle part promotes the upper swirling flow B to descend toward the center of the tank while swirling. Facilitates climbing towards the department.

【0008】そして、上記槽内の底部中心部に向かって
下降し、循環する上部旋回循環流Bと、底部中心部に向
かって上昇し、循環する下部旋回循環流B′とは円板1
3で遮られて短絡しないため、各旋回循環流B,B′は
勢いをそがれることなく循環し、勢いがあって大きく、
連続且つ均等な旋回循環流になり、円板13上に堆積し
ようとする汚泥や、円板13の下に滞留しようとする汚
泥はその流れに巻込まれ、堆積、滞留できない。こうし
て槽内底部に給泥管3から供給された汚泥と凝集剤は上
下の旋回循環流B,B′に乗って充分に混合し、フロッ
クに成長すると共に、一部のフロックは接触、会同して
汚泥塊になる。そして、上下の旋回循環流B,B′に乗
って移動するフロック及び汚泥塊は、槽内底部に供給さ
れる後続の汚泥で次第に押上げられ、上段撹拌羽根10
が起す水平旋回流Aに巻込まれ、こゝでフロックは汚泥
塊に接触して付着すると同時に、処理槽1の内周面に押
付けられて内周面を転がり、密度を高めて強度を増しな
がら大きく造粒され、造粒ペレットは、逐次、流出口6
から排出される。
The upper swirling flow B descending toward the center of the bottom and circulating in the tank and the lower swirling flow B 'rising toward the center of the bottom and circulating are formed by the disk 1
3, each swirling circulation flow B, B 'circulates without losing momentum, and has a large momentum,
A continuous and uniform swirling circulation flow is formed, and the sludge that is going to accumulate on the disk 13 and the sludge that is going to stay under the disk 13 are caught in the flow and cannot be accumulated or stay. In this way, the sludge and the flocculant supplied from the mud feed pipe 3 to the bottom of the tank are mixed sufficiently on the upper and lower swirling circulation flows B and B ', grow into flocs, and some flocs come into contact and meet. Into sludge lumps. The flocks and sludge blocks moving on the upper and lower swirling circulation flows B and B 'are gradually pushed up by the subsequent sludge supplied to the bottom of the tank, and the upper stage stirring blades 10
The floc comes in contact with and adheres to the sludge mass, and at the same time, is pressed against the inner peripheral surface of the processing tank 1 and rolls on the inner peripheral surface, increasing the density and increasing the strength. The granulated pellets are granulated large and the granulated pellets
Is discharged from

【0009】16は撹拌羽根10,12の旋回方向に傾
いた造粒板で、この実施例では垂直板17を上下方向の
ほゞ中間で折り曲げた下半部で形成されている。この造
粒板16の水平に対する傾斜角度は15〜60°、好ま
しくは30〜45°であって、処理槽1に半径方向に固
定され、槽内の液面から液中に浅く突入する。図示の実
施例では処理槽の内周に、底にスリットを有する環状濾
過槽18を設け、該濾過槽18の下半部は液中に突入
し、汚泥と分離した分離水を濾過槽から外に排水するよ
うにしてあり、前記傾斜板16を有する垂直板17は濾
過槽18が囲む内部に位置して設けてある。この濾過槽
18は、図3,4,5に示すように両端に内向きの連結
部を有する2枚の半円筒板19,19を向かい合わせ、
各半円筒板の相対向した両端の連結部20同志をボル
ト、ナットで接合して組立て、各板19の外周の上縁部
沿いに設けた上部鍔21を、橋状の支持体5の下面に、
例えばコ形断面の弧状取付具22を介しボルト、ナット
などで処理槽1の内周の内方に同心状に固定し、スリッ
ト付きの環状底板となる4枚の扇形板23を外周の下縁
沿いに設けた下部鍔24と、処理槽の内周に該下部鍔2
4と対向して設けた環状棚25とで受止めて構成されて
いる。このため図示の実施例では2枚の半円筒板19,
19の一方の端部の連結部20,20の間に垂直板17
を挟み、ボルト、ナットで一緒に接合することで傾斜板
16を処理槽内に片持ちで半径方向に固定してある。
Reference numeral 16 denotes a granulating plate inclined in the direction of rotation of the stirring blades 10 and 12, and in this embodiment, is formed by a lower half portion obtained by bending a vertical plate 17 at almost the middle in the vertical direction. The angle of inclination of the granulation plate 16 with respect to the horizontal is 15 to 60 °, preferably 30 to 45 °. The granulation plate 16 is fixed to the processing tank 1 in the radial direction, and projects shallowly into the liquid from the liquid level in the tank. In the illustrated embodiment, an annular filtration tank 18 having a slit at the bottom is provided on the inner periphery of the treatment tank, and the lower half of the filtration tank 18 rushes into the liquid to separate the separated water separated from the sludge from the filtration tank. The vertical plate 17 having the inclined plate 16 is provided inside the filtration tank 18. This filtration tank 18 is faced with two semi-cylindrical plates 19, 19 having inward connecting portions at both ends as shown in FIGS.
The connecting portions 20 at opposite ends of each semi-cylindrical plate are assembled by joining them with bolts and nuts, and an upper flange 21 provided along the upper edge of the outer periphery of each plate 19 is attached to the lower surface of the bridge-like support 5. To
For example, it is fixed concentrically inside the inner periphery of the processing tank 1 with bolts, nuts and the like via an arcuate fitting 22 having a U-shaped cross section, and four fan-shaped plates 23 serving as a slit-shaped annular bottom plate are formed on the lower edge of the outer periphery. A lower flange 24 provided along the inner periphery of the treatment tank;
4 and an annular shelf 25 provided opposite thereto. For this reason, in the illustrated embodiment, two semi-cylindrical plates 19,
A vertical plate 17 is provided between the connecting portions 20 at one end of the vertical plate 17.
The inclined plate 16 is cantilevered in the processing tank in the radial direction by joining together with bolts and nuts.

【0010】[0010]

【発明の効果】こうして処理槽の内部に、撹拌羽根の旋
回方向に傾いた造粒板16を半径方向に設け、且つ液面
から下に浅く突入させると、液面に浮上してスカムを形
成しようとする汚泥は液面を旋回する際に造粒板16に
衝突して該板の下を潜り抜けるときに砕かれると同時
に、潜り抜けようとして造粒板16の傾斜面に接触して
転がりペレットに造粒される。従って、液面に浮上する
性質の大きな汚泥を処理槽に供給しても、スカムを形成
させることなく造粒でき、形成されたスカムで濾過槽1
8の底のスリットが閉塞され、分離水を濾過槽18から
外に排水できなくなる事故は生じない。又、液面に浮上
する性質の少ない汚泥の場合は、処理槽の内周に接触し
て転がる以外に、造粒板の下を潜り抜ける際に該板に接
触して転がるので造粒の機会が多くなり、造粒板が無い
場合よりも粒径が大きく、強度も増したペレットに造粒
される。
As described above, when the granulating plate 16 inclined in the turning direction of the stirring blade is provided in the radial direction in the inside of the processing tank, and when the granulating plate 16 projects shallowly below the liquid surface, it floats on the liquid surface to form scum. The sludge to be crushed hits the granulating plate 16 when turning on the liquid surface and breaks down when passing under the plate. At the same time, the sludge comes into contact with the inclined surface of the granulating plate 16 and rolls in order to escape. Granulated into pellets. Therefore, even if sludge having a large property to float on the liquid surface is supplied to the treatment tank, granulation can be performed without forming scum, and the formed scum can be used for the filtration tank 1.
There is no accident that the slit at the bottom of 8 is closed and the separated water cannot be drained out of the filtration tank 18. In addition, in the case of sludge having a low property of floating on the liquid surface, besides rolling in contact with the inner periphery of the treatment tank, the sludge rolls in contact with the plate when passing under the granulation plate, so that there is an opportunity for granulation. , And granulated into pellets having a larger particle size and an increased strength as compared with the case where there is no granulating plate.

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

【図1】凝集反応装置の全体の断面図である。FIG. 1 is an overall sectional view of an agglutination reaction device.

【図2】図1の装置の、処理槽を一部除いて見た斜視図
である。
FIG. 2 is a perspective view of the apparatus of FIG. 1 when a processing tank is partially removed.

【図3】傾斜板と、濾過槽の取付け状況を示す図1の一
部の拡大断面図である。
FIG. 3 is an enlarged cross-sectional view of a part of FIG. 1 showing a mounting state of an inclined plate and a filtration tank.

【図4】図3のIV−IV線での断面図である。FIG. 4 is a sectional view taken along line IV-IV in FIG.

【図5】濾過槽を構成する半円筒板と、傾斜板の斜面図
である。
FIG. 5 is a perspective view of a semi-cylindrical plate constituting a filtration tank and an inclined plate.

【符号の説明】[Explanation of symbols]

1 処理槽 2 回転翼 3 給泥管 4 薬注管 5 支持体 6 造粒ペレットの流出口 10 上段撹拌羽根 11 平板形放射状翼 12 下段撹拌羽根 13 円板 14 平板形後退翼 15 案内板 16 造粒板 DESCRIPTION OF SYMBOLS 1 Treatment tank 2 Rotor blade 3 Feed pipe 4 Chemical injection pipe 5 Support 6 Outlet of granulated pellet 10 Upper stirring blade 11 Flat radial blade 12 Lower stirring blade 13 Disk 14 Flat sweep blade 15 Guide plate 16 Grain plate

───────────────────────────────────────────────────── フロントページの続き (72)発明者 松中 真 東京都新宿区西新宿3丁目4番7号 栗 田工業株式会社内 (56)参考文献 特開 平5−192699(JP,A) 特開 平4−59100(JP,A) (58)調査した分野(Int.Cl.7,DB名) C02F 11/14 B01D 21/01 ──────────────────────────────────────────────────続 き Continuation of front page (72) Inventor Makoto Matsunaka 3-4-7 Nishi-Shinjuku, Shinjuku-ku, Tokyo Inside Kurita Kogyo Co., Ltd. (56) References JP 5-192699 (JP, A) JP Hei 4-59100 (JP, A) (58) Field surveyed (Int. Cl. 7 , DB name) C02F 11/14 B01D 21/01

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 汚泥と凝集剤とを底部に受入れ、造粒汚
泥を上部から流出させる処理槽と、上記処理槽の中心部
に縦設された回転軸に上下方向に複数段取付けられて上
記処理槽内の水中で旋回する撹拌羽根を備えた凝集反応
装置において、上記撹拌羽根の旋回方向に傾いた造粒板
を処理槽に半径方向に固定し、該造粒板を槽内の液面か
ら下に突入させたことを特徴とする凝集反応装置。
1. A treatment tank for receiving sludge and a flocculant at a bottom portion and allowing granulated sludge to flow out from an upper portion, and a plurality of vertically mounted rotary shafts vertically mounted on a central portion of the treatment tank. In an agglomeration reaction device provided with stirring blades swirling in water in a processing tank, a granulation plate tilted in the direction of rotation of the stirring blades is fixed to a processing tank in a radial direction, and the granulation plate is placed on a liquid surface in the tank. An agglutination reaction device characterized by being pushed downward from below.
JP02584192A 1992-01-17 1992-01-17 Coagulation reaction device Expired - Lifetime JP3146372B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP02584192A JP3146372B2 (en) 1992-01-17 1992-01-17 Coagulation reaction device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP02584192A JP3146372B2 (en) 1992-01-17 1992-01-17 Coagulation reaction device

Publications (2)

Publication Number Publication Date
JPH05192700A JPH05192700A (en) 1993-08-03
JP3146372B2 true JP3146372B2 (en) 2001-03-12

Family

ID=12177081

Family Applications (1)

Application Number Title Priority Date Filing Date
JP02584192A Expired - Lifetime JP3146372B2 (en) 1992-01-17 1992-01-17 Coagulation reaction device

Country Status (1)

Country Link
JP (1) JP3146372B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2723809B2 (en) * 1994-09-02 1998-03-09 三恵株式会社 Turbid water treatment equipment
JP2006212569A (en) * 2005-02-04 2006-08-17 Nippon Steel Corp Slurry concentrating method
JP5978011B2 (en) * 2012-05-31 2016-08-24 水ing株式会社 Sludge aggregation device and sludge refining method
JP6196526B2 (en) * 2013-10-29 2017-09-13 水ing株式会社 Blocking prevention device for sand pipe and sand lifting device
CN106810028B (en) * 2015-12-02 2020-06-23 鞍钢股份有限公司 Hot rolling oil sludge air floatation cleaning and deoiling system and deoiling method
CN116573801B (en) * 2023-06-05 2023-11-21 滁州中唯信环境科技有限公司 Modularized assembled integrated sewage treatment system

Also Published As

Publication number Publication date
JPH05192700A (en) 1993-08-03

Similar Documents

Publication Publication Date Title
EP0397864B1 (en) Agglutination reaction vessel
US3341450A (en) Gasification apparatus and method
JP3676209B2 (en) Coagulation sedimentation processing equipment
WO1999067006A1 (en) Coagulation reaction device
US3423075A (en) Mixing device
JP3146372B2 (en) Coagulation reaction device
US4169047A (en) Flotation machine with mixing and aeration impeller and method
JP3146371B2 (en) Coagulation reaction device
JPH08187405A (en) Flocculation/precipitation device
US4775468A (en) System for mineral slurry flocculation and vacuum filtration
JP3460842B2 (en) Sludge granulation and concentration equipment
US4347135A (en) Apparatus for superflocculating and thickening a sludge
JP3676657B2 (en) Swirl type agglomeration separator
KR900006075B1 (en) Method and apparatus for seperation of solids from liquid
JPH06312122A (en) Stirrer
JP2981378B2 (en) Coagulation settling equipment
KR200231560Y1 (en) Settling tank for waste-water treatment with inclination device
JPH0871306A (en) Granulation tank
JPH028761B2 (en)
JP2661668B2 (en) Grinding and crushing equipment
IE44917B1 (en) Polymerization reactor
JP3313692B2 (en) Turbid water treatment equipment
JP2602704Y2 (en) Coagulation reaction tank
JP2004181433A (en) Floc concentration device
US3801075A (en) Mechanical aerator

Legal Events

Date Code Title Description
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080112

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090112

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090112

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100112

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110112

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110112

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120112

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120112

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130112

Year of fee payment: 12

EXPY Cancellation because of completion of term
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130112

Year of fee payment: 12