JPS5857237B2 - flotation separation device - Google Patents
flotation separation deviceInfo
- Publication number
- JPS5857237B2 JPS5857237B2 JP54026635A JP2663579A JPS5857237B2 JP S5857237 B2 JPS5857237 B2 JP S5857237B2 JP 54026635 A JP54026635 A JP 54026635A JP 2663579 A JP2663579 A JP 2663579A JP S5857237 B2 JPS5857237 B2 JP S5857237B2
- Authority
- JP
- Japan
- Prior art keywords
- auxiliary tank
- tank
- flotation
- circulating
- ejector
- 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
Links
Landscapes
- Physical Water Treatments (AREA)
Description
【発明の詳細な説明】
本発明は、一般には、懸濁性又は沈降性の被分離特定物
質を含有した廃液から該特定物質を浮上分離する装置に
関するものであり、更に詳しく言えば該特定物質を浮上
分離する際に、該特定物質を適当な手段により循環液中
に分散させた空気泡に接着或は付着させて浮上分離する
装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention generally relates to an apparatus for flotation separation of a specific substance to be separated from a waste liquid containing a suspended or sedimentary specific substance. The present invention relates to an apparatus for flotation separation of specific substances by adhering or adhering them to air bubbles dispersed in a circulating liquid by appropriate means.
液中に分散させた空気泡に特定物質を接着或は付着させ
て浮上分離する形式の装置は従来種々提案されている。Various devices have been proposed in the past in which specific substances are bonded or adhered to air bubbles dispersed in a liquid and floated and separated.
このような形式の浮上分離装置において最も重要な要件
は(1)浮上槽内あるいは槽外に隔室あるいは補助槽が
あること、(2)薬剤(即ち、有機高分子凝集剤)添カ
ロを廃液に微細空気が分散した状態のとき行なうこと、
(3)薬剤添加量が少量ですむこと、(4)廃液に分散
される空気は微細気泡とされること、(5)単純、小型
であること、(6)製作費が安価であること、(7)間
欠運転が可能であること、(8)該特定物質負荷量およ
び水量の変動に対応できるなどであり、上記諸要件のう
ち一つでも欠けると適切な処理を行なうことはできない
。The most important requirements for this type of flotation separation device are (1) the presence of a compartment or auxiliary tank inside or outside the flotation tank, and (2) the presence of a chemical (i.e., organic polymer flocculant)-added carbo into the waste liquid. What to do when fine air is dispersed in
(3) Only a small amount of chemicals are needed; (4) the air dispersed in the waste liquid is made into fine bubbles; (5) it is simple and compact; (6) the manufacturing cost is low. (7) Intermittent operation is possible, and (8) it is possible to respond to fluctuations in the specific substance load and water amount. If any of the above requirements is missing, appropriate treatment cannot be performed.
所が従来の浮上分離装置にあっては、上記諸要件を同時
に二つ以上満足するものはなく、従って有効な分離成績
が得られないかもしくは装置が煩雑となったり、過大と
なったり、あるいは薬剤添加を多く必要としているのが
現状である。However, no conventional flotation separation device satisfies two or more of the above requirements at the same time, and therefore effective separation results may not be obtained, or the device may become complicated or oversized, or The current situation is that many chemical additions are required.
更に浮上分離装置に要求される前記要件に関連して説明
すると、より詳しくは後述されるように、種々の実験の
結果、隔室或は補助槽がない場合、該補助槽の断面が円
形若しくは正方形でない場合、循環液と空気泡の吐出口
が補助槽の内方へと幾分深入りした位置まで挿入されて
いない場合、及び薬剤添加を廃液に微細空気が分散した
状態のときに行なわない場合には、浮上分離装置の処理
効果が特に悪いことが分った。Furthermore, in relation to the above-mentioned requirements for flotation separation equipment, as will be described in more detail later, as a result of various experiments, when there is no compartment or auxiliary tank, the cross section of the auxiliary tank is circular or circular. If it is not square, if the discharge port for circulating fluid and air bubbles is not inserted somewhat deeply into the auxiliary tank, or if the chemical is not added when fine air is dispersed in the waste liquid. It was found that the treatment effect of the flotation separation device was particularly poor.
又微細空気泡の発生及び供給手段に関して考察するに、
循環液に微細空気泡を吸引或は吹込む代わりに、循環液
を用いないで直接廃液中に空気を吸引或は吹込む形式の
浮上分離装置においては、該装置の運転休止時に浮上ス
カムが槽内に再び沈殿してしまい、次の始動時に該スカ
ムが処理液と共に流出するという欠点を有し、さらに後
述するように廃液−空気量比を一定限度以上にすること
が困難のため汎用性の点および該特定物質負荷量が変動
した場合に問題がある。Also, considering the generation and supply means of micro air bubbles,
In a flotation separator that sucks or blows air directly into the waste liquid without using the circulating liquid, instead of sucking or blowing fine air bubbles into the circulating liquid, the floating scum is removed from the tank when the equipment is out of operation. This method has the drawback that the scum will precipitate again in the water, and the scum will flow out together with the processing liquid at the next startup.Furthermore, as will be described later, it is difficult to maintain the waste liquid-to-air ratio above a certain limit, making it difficult to use for general purposes. There is a problem when the point and the loading amount of the specific substance change.
廃液と循環液を合併しこれに空気を吸引或は吹込む形式
のものもあるが、廃液量、循環水量、空気量が連動する
ため設備を調整する作業が困難であり、又調整を行なわ
ない場合には原水量の変動が廃液量、循環水量に影響を
与えるため外環が不安定になるという欠点を有する。There is a type that combines waste liquid and circulating liquid and sucks or blows air into it, but since the amount of waste liquid, circulating water, and air amount are linked, it is difficult to adjust the equipment, and adjustment is not required. In this case, fluctuations in the amount of raw water affect the amount of waste liquid and circulating water, which has the disadvantage that the outer ring becomes unstable.
従って、本発明の目的は、従来の装置が有する諸欠点を
解決した改良された浮上分離装置を提供することである
。SUMMARY OF THE INVENTION Accordingly, it is an object of the present invention to provide an improved flotation device which overcomes the drawbacks of conventional devices.
本発明の他の目的は、微細な空気泡を発生せしめ、廃液
を極めて有効に処理し得る浮上分離装置を提供する。Another object of the present invention is to provide a flotation separation device that generates fine air bubbles and can treat waste liquid very effectively.
ことである。本発明の更に他の目的は、補助槽を浮上槽
の内方又は外方に所望に応じて配設せしめ、極めて構成
の簡単な且つ小型の浮上分離装置を提供することである
。That's true. Still another object of the present invention is to provide an extremely simple and compact flotation separation device in which an auxiliary tank can be disposed inside or outside the flotation tank as desired.
本発明の他の目的は、所要薬剤添加量を最小限とし、父
方離さるべき被分離特定物質の負荷量及び水量の変動に
も迅速に対処し得る浮上分離装置を提供することである
。Another object of the present invention is to provide a flotation separation device that minimizes the required amount of added chemicals and can quickly cope with changes in the load amount of a specific substance to be separated and the amount of water.
本願発明を要約すると、本願発明は、廃液中に存する懸
濁性又は沈降性の物質を循環液中に分散させた空気泡に
接着或は付着させてスカムとして浮上分離する気泡接触
型の浮上分離装置であって、スカムを浮上させる浮上槽
と、細長の胴部を有した補助槽とを具備し、
(1)補助槽は
■ 浮上槽で処理された微細空気泡含有循環液と原廃液
とを混合し、懸濁性又は沈降性物質と微細空気泡とを混
合する混合帯域(I)と、■ 混合帯域(I)にて形成
された空気泡と懸濁性又は沈降性物質との混合液中に高
分子凝集剤を注入し、空気泡と懸濁性又は沈降性物質と
の凝集体(フロック)を生成する凝集反応帯域■)と、
0 凝集反応帯壊用)で形成された浮遊性フロックを、
浮上速度の遅いフロックをも浮上せしめるべく、循環液
の噴流作用を効果的ならしめるための上昇流付与帯域側
と、
を有するように構成されていること。To summarize the present invention, the present invention is a bubble contact type flotation separation method in which suspended or sedimentary substances present in waste liquid are adhered or adhered to air bubbles dispersed in circulating liquid and floated and separated as scum. The device is equipped with a flotation tank for floating scum and an auxiliary tank having an elongated body. a mixing zone (I) that mixes the suspended or sedimentary substance and fine air bubbles; A flocculation reaction zone (■) in which a polymer flocculant is injected into the liquid to generate aggregates (flocs) of air bubbles and suspended or sedimentable substances; sex frock,
In order to levitate even flocs with a slow floating speed, the device is configured to have an upward flow imparting zone side for making the jet action of the circulating fluid effective.
従って(2)原廃液を供給するための原産液流入管と、
有機高分子凝集剤を添カロするための有機高分子凝集剤
冷力ロ管と、微細空気泡含有循環液を供給するための循
環液吐出管とが各々別体として補助槽に設けられること
。Therefore, (2) a raw liquid inflow pipe for supplying raw waste liquid;
An organic polymer flocculant cooling pipe for adding an organic polymer flocculant and a circulating fluid discharge pipe for supplying a circulating fluid containing micro air bubbles are each provided separately in the auxiliary tank.
(3)有機高分子凝集剤添加管の補助槽への開口部は原
産液流入管の補助槽への開口部及び循環液吐出管の補助
槽への吐出開口に対しより補助槽の浮上槽開放端部に近
接して設けられていること。(3) The opening of the organic polymer flocculant addition pipe to the auxiliary tank is more open to the flotation tank of the auxiliary tank than the opening of the original liquid inflow pipe to the auxiliary tank and the discharge opening of the circulating fluid discharge pipe to the auxiliary tank. Must be located close to the end.
更に又(4)微細空気泡含有循環液を循環液吐出管を介
して浮上槽から補助槽へと供給する循環手段は、浮上槽
から循環液吐出管へと送給する循環ポンプと、周囲大気
より空気を吸引し循環液中に流入させるエジェクタと、
エジェクタにより循環液中に吸引された空気を微細気泡
とするための固定式パイプミキサとを具備すること
を特徴とする。Furthermore, (4) the circulation means for supplying the circulating fluid containing fine air bubbles from the flotation tank to the auxiliary tank via the circulating fluid discharge pipe includes a circulation pump that supplies the circulating fluid from the flotation tank to the circulating fluid discharge pipe, and the surrounding atmosphere. an ejector that sucks more air into the circulating fluid;
It is characterized by comprising a fixed pipe mixer for forming fine bubbles from the air sucked into the circulating fluid by the ejector.
次に本発明に係る浮上分離装置を図面に則して詳しく説
明する。Next, the flotation and separation device according to the present invention will be explained in detail with reference to the drawings.
第1図は本発明に係る浮上分離装置の一実施態様を表わ
す。FIG. 1 shows one embodiment of a flotation separation device according to the present invention.
該実施態様における浮上分離装置1aは浮上槽3と、該
浮上槽3の外方に配置された補助槽2と、前記浮上槽3
から前記補助槽2へと循環液を送出して循環せしめるた
めの循環手段10とを具備する。The flotation separation device 1a in this embodiment includes a flotation tank 3, an auxiliary tank 2 disposed outside the flotation tank 3, and the flotation tank 3.
A circulation means 10 is provided for sending and circulating circulating fluid from the auxiliary tank 2 to the auxiliary tank 2.
補助槽2は好ましくは横断面が円形か又は正方形とされ
る細長の胴部4を有し、該胴部の一端、即ち上部6は上
方に拡散した漏斗形状とされ、前記浮上槽に開放されて
前記補助槽2と浮上槽3とは流体連通状態とされる。The auxiliary tank 2 has an elongated body 4 which is preferably circular or square in cross section, and one end or upper part 6 of the body is in the shape of an upwardly diffused funnel and is open to the flotation tank. The auxiliary tank 2 and flotation tank 3 are brought into fluid communication.
又前記補助槽2の他端、即ち底部5には、循環液送出ポ
ンプ1σを具備した前記循環手段10に流体連通しそし
て浮上槽3からの循環液を前記補助槽2内へと吐出せし
めるための循環液吐出管路7が設けられる。The other end of the auxiliary tank 2, that is, the bottom 5, is in fluid communication with the circulation means 10, which is equipped with a circulating fluid delivery pump 1σ, for discharging the circulating fluid from the flotation tank 3 into the auxiliary tank 2. A circulating fluid discharge pipe 7 is provided.
該循環液吐出管路7は、その吐出開口部7′を補助槽2
の内方へと底部5から離間した位置に位置せしめるべく
補助槽2内に突出挿入して取付けるのが好ましい。The circulating fluid discharge pipe 7 has a discharge opening 7' connected to the auxiliary tank 2.
It is preferable to install the auxiliary tank 2 by protruding it into the auxiliary tank 2 so that it is located inwardly at a position spaced apart from the bottom 5.
補助槽2の胴部4には、底部5に近接して原反液流入管
路8と、該原反液流入管路8より上部6により近づいた
位置に薬剤添加管路9が配設される。In the body 4 of the auxiliary tank 2, a stock liquid inflow pipe 8 is arranged close to the bottom part 5, and a drug addition pipe 9 is arranged at a position closer to the upper part 6 from the stock film liquid inflow pipe 8. Ru.
更に補助槽2の構成について詳しく説明すると、第2図
を参照すると理解されるように、補助槽2の細長胴部4
は、原廃液と浮上槽からの微細空気泡含有循環液とを混
合する混合帯域■と、該混合帯域に連接し、該混合帯域
にて形成された空気泡と懸濁性又は沈降性物質との混合
液から有機高分子凝集剤の働きにより空気泡と懸濁性又
は沈降性物質との凝集体を生成せしめる凝集反応帯域■
と、該凝集反応帯域と細長胴部の浮上槽への開放端部と
の間にて垂直方向に延在し該凝集反応帯域で形成された
浮遊性凝集体を浮上槽へと浮上せしめるための上昇流付
与帯域■とを有している。Further, to explain in detail the structure of the auxiliary tank 2, as will be understood with reference to FIG.
The mixing zone (1) mixes the raw waste liquid and the circulating liquid containing fine air bubbles from the flotation tank, and the mixing zone (1) is connected to the mixing zone, and the air bubbles formed in the mixing zone are mixed with suspended or sedimentary substances. A flocculation reaction zone in which aggregates of air bubbles and suspended or sedimentary substances are generated from a mixed liquid by the action of an organic polymer flocculant.
and a tube extending vertically between the flocculation reaction zone and the open end of the elongated body to the flotation tank for floating floating aggregates formed in the flocculation reaction zone to the flotation tank. It has an upward flow imparting zone (■).
従って前記循環液吐出管路7及び原反液流入管路8は補
助槽2の混合帯域■に連結され、有機高分子凝集剤添加
管路9は凝集反応帯域■に連結されている。Therefore, the circulating liquid discharge pipe 7 and the stock liquid inflow pipe 8 are connected to the mixing zone (2) of the auxiliary tank 2, and the organic polymer flocculant addition pipe 9 is connected to the flocculation reaction zone (2).
上記の如き構成された浮上分離装置1aにおいて、分散
した微細気泡を含む循環液は循環ポンプ10′の圧力に
より補助槽底部5に設げた管路7を介して補助槽胴部4
に圧入される。In the flotation separator 1a configured as described above, the circulating liquid containing dispersed microbubbles is transferred to the auxiliary tank body 4 through the pipe 7 provided at the auxiliary tank bottom 5 by the pressure of the circulation pump 10'.
is press-fitted into the
一方原廃液は好ましくは送出ポンプを使用することなく
適所に設けられた廃液タンクより管路8を介して胴部4
に流入し、循環液圧入によって起る乱流により攪拌、混
合される。On the other hand, the raw waste liquid is preferably supplied to the body 4 via a pipe line 8 from a waste liquid tank provided at a suitable location without using a delivery pump.
and is stirred and mixed by the turbulent flow caused by the forced injection of circulating fluid.
次いで薬剤が図示しない薬注ポンプにより管路9を介し
て補助槽胴部4に圧入され、薬剤の作用により混合液中
の被分離特定物質と気泡は接着あるいは付着し補助槽上
部6より浮上槽3に液とともに開放される。Next, a chemical is pressurized into the auxiliary tank body 4 through a pipe 9 by a chemical injection pump (not shown), and due to the action of the chemical, the specific substance to be separated and air bubbles in the mixed liquid adhere or adhere to each other, and are transferred from the upper part 6 of the auxiliary tank to the flotation tank. 3, it is released with the liquid.
次で浮上槽3で浮上スカムと液とが分離する。Next, the floating scum and liquid are separated in the floating tank 3.
胴部1の断面は前述のように円形又は正方形となってお
り、この形状は後述するように重要である。The cross section of the body 1 is circular or square as described above, and this shape is important as will be described later.
胴部4の流速は上記の混合時間と薬剤が作用する時間と
に関連しており、前者を比較的短時間とし後者を比較的
長時間とすることが好ましい。The flow rate of the body 4 is related to the above-mentioned mixing time and the time during which the drug acts, and it is preferable that the former be relatively short and the latter be relatively long.
混合時間が長ずざると気泡の会合が起り浮上効果を悪化
させる。If the mixing time is not long, bubbles will aggregate and the flotation effect will deteriorate.
吐出口の圧力も同様に時間と関連するので0.3kg/
crA以上とするのが好ましい。The pressure at the discharge port is also related to time, so it is 0.3 kg/
It is preferable to set it to crA or more.
薬剤添力目は廃液中に微細気泡が分散した状態で添加す
るのが重要で、後述するように廃液に直接添加した場合
、循環液に直接添加した場合には処理効果が悪くなる。It is important to add chemical additives in the form of fine bubbles dispersed in the waste liquid; as will be described later, if they are added directly to the waste liquid or to the circulating liquid, the treatment effect will be poor.
なお原廃液の流入には圧入ポンプは不要である。Note that a pressure pump is not required for the inflow of raw waste liquid.
図示されるように、循環液吐出管路7を胴部4へと挿入
し補助槽2内における循環液の吐出ロア′が底部5より
胴部4の内方へと離間した位置に設けられるようにし且
つ該吐出ロア′が胴部4の径より小とされることが重要
であり、このように構成することにより、原液の吸引並
びに原液・循環液の混合及び薬作の作用に有効な流体の
乱流状態をつくることができる。As shown in the figure, the circulating fluid discharge pipe 7 is inserted into the body 4 so that the circulating fluid discharge lower' in the auxiliary tank 2 is provided at a position spaced further inward from the bottom 5 of the body 4. In addition, it is important that the discharge lower ' is smaller in diameter than the body 4. By configuring it in this way, the fluid is effective for suctioning the stock solution, mixing the stock solution and circulating fluid, and for medicinal action. It is possible to create a turbulent state of flow.
前記の如くに構成されない場合には原液の流量変動に対
応できず、また処理効果が悪くなる。If it is not constructed as described above, it will not be able to cope with fluctuations in the flow rate of the stock solution, and the processing effect will be poor.
本発明に係る浮上分離装置1aは上記の如き構成の簡単
な且つ小型の補助槽を具備することにより極めて有効に
作動される。The flotation separator 1a according to the present invention operates extremely effectively by being provided with a simple and small-sized auxiliary tank having the above-described structure.
第3図は、補助槽2が浮上槽3の内部に配設された、本
発明の他の実施態様に係る浮上分離装置1cを表わす。FIG. 3 shows a flotation separation device 1c according to another embodiment of the present invention, in which an auxiliary tank 2 is disposed inside a flotation tank 3.
該浮上分離装置1Cは第1図に示す浮上分離装置1aと
は、概略同様の構成とされるが、補助槽2が浮上槽3内
に設けられている点及び循環手段10が循環ポンプ10
′と循環液吐出管路7との間に静止型流体(液及び空気
)剪断・混合手段、即ち、固定式パイプミキサ13及び
エジェクタ12を具備するように構成されている点で相
違している。The flotation and separation device 1C has approximately the same configuration as the flotation and separation device 1a shown in FIG.
The difference is that a stationary fluid (liquid and air) shearing/mixing means, that is, a stationary pipe mixer 13 and an ejector 12, are provided between the pump and the circulating fluid discharge pipe 7.
該浮上分離装置1cについてその作動を説明すれば、循
環液は浮上槽3の底部3′から流量調節バルブ20及び
管路14を介して循環ポンプ10′に至り、該ポンプ1
0′によってエジェクタ12に圧入される。To explain the operation of the flotation separation device 1c, the circulating liquid reaches the circulation pump 10' from the bottom 3' of the flotation tank 3 via the flow control valve 20 and the pipe 14, and the pump 1
0' is press-fitted into the ejector 12.
該エジェクタ12においては該エジェクタに設けられた
流入管路11から、調整バルブ21を介して流動する圧
縮空気が該エジェクタ機構12内へと圧入される。In the ejector 12, compressed air flowing through an adjustment valve 21 is forced into the ejector mechanism 12 from an inflow pipe 11 provided in the ejector.
空気は次でパイプミキサ13にて循環液中に分散され且
つ微細化され、管路7を介して補助槽2に圧入される。The air is then dispersed and atomized into the circulating fluid in the pipe mixer 13 and is forced into the auxiliary tank 2 via the pipe 7.
浮上槽で浮上したスカムはスカムかき取り装置17によ
り糸外に排出され、処理液は溢流機構18より排出され
る。The scum floating in the flotation tank is discharged to the outside of the yarn by a scum scraping device 17, and the processing liquid is discharged from an overflow mechanism 18.
15,16は薬注ポンプ、薬剤タンクを示す。Reference numerals 15 and 16 indicate a drug injection pump and a drug tank.
後で詳しく述べるように、パイプミキサ13を用いるこ
とにより、パイプミキサを使用しない場合に比較し、気
泡は極めて微細化され、廃液の処理効果が著しく向上す
ることが分った。As will be described in detail later, it has been found that by using the pipe mixer 13, the bubbles are made extremely fine and the waste liquid treatment effect is significantly improved compared to the case where the pipe mixer is not used.
又パイプミキサ13内の流速は比較的速くするのが好ま
しく、流速が遅いと気泡が粗大化し浮上効果を悪くし、
更に又圧入空気量はノルマル体積で循環液量の70%以
内とするのが好ましく、これ以上圧入すると補助槽2内
で攪乱し処理効果を悪くするということが種々の実験の
結果分った。In addition, it is preferable that the flow velocity in the pipe mixer 13 is relatively fast; if the flow velocity is slow, the bubbles will become coarse and the flotation effect will be deteriorated.
Furthermore, various experiments have shown that the amount of pressurized air is preferably within 70% of the circulating fluid amount in terms of normal volume, and that if more air is pressurized, it will cause disturbance in the auxiliary tank 2 and deteriorate the treatment effect.
第4図は、第3図に図示された浮上分離装置1cと概略
同じ構成を持った本発明に係る浮上分離装置1dを表わ
す。FIG. 4 shows a flotation and separation device 1d according to the present invention, which has approximately the same configuration as the flotation and separation device 1c shown in FIG.
該浮上分離装置1dにおいては、循環手段10は浮上槽
3の底壁3′と循環ポンプ10′との間にエジェクタ1
2が設けられ、該ポンプ10′と循環液吐出管路7との
間にパイプミキサ13が設けられ、調整バルブ21及び
エジェクタ流入管路11を介してのエジェクタ11内へ
の空気の流入は、循環ポンプ10′の吸引力により行な
うように構成される。In the flotation separation device 1d, the circulation means 10 includes an ejector 1 between the bottom wall 3' of the flotation tank 3 and the circulation pump 10'.
2 is provided, a pipe mixer 13 is provided between the pump 10' and the circulating fluid discharge pipe 7, and the inflow of air into the ejector 11 via the regulating valve 21 and the ejector inflow pipe 11 is controlled by the circulating fluid. This is configured to be performed by the suction force of the pump 10'.
即ち、空気を圧入しないように構成した点において第3
図の浮上分離装置1cと異なる。In other words, the third point is that the structure is configured so that air is not pressurized.
This is different from the flotation separation device 1c shown in the figure.
パイプミキサ内の流速は1.5m/sec以上とし、空
気量は循環水量の60%以内とするのが好ましく又、パ
イプミキサを使用しない場合には気泡径のばらつきが犬
で良好な結果が得られないことが分った。It is preferable that the flow velocity in the pipe mixer is 1.5 m/sec or more, and the amount of air is within 60% of the amount of circulating water.Also, if a pipe mixer is not used, it is difficult to obtain good results due to variations in bubble diameter. I found out.
本実施態様においては空気量が若干異なる以外は圧縮空
気を用いないので、第3図に示す浮上分離装置1Cより
はその機構が簡単となり、又処理効果の面では通常の操
業条件下においては、後述するように、前記浮上分離装
置1cと同等の良好な成積が得られた。In this embodiment, compressed air is not used except for a slight difference in the amount of air, so the mechanism is simpler than the flotation separator 1C shown in FIG. 3, and in terms of treatment effects, under normal operating conditions, As will be described later, a good formation comparable to that of the flotation separation device 1c was obtained.
しかしながら、空気量に差があるために極限状態におい
ては処理効果に差がでると思われる。However, differences in the amount of air may lead to differences in treatment effectiveness under extreme conditions.
以上説明したように、本発明はパイプミキサ13を使用
することにより分散した微細気泡を発生せしめ処理効果
を著しく向上せしめることができる。As explained above, in the present invention, by using the pipe mixer 13, dispersed microbubbles can be generated and the treatment effect can be significantly improved.
次に、更に具体的に実施例を掲げて本発明を説明する。Next, the present invention will be described in more detail with reference to Examples.
実施例 1
第3図に図示した浮上分離装置において、浮上槽3の実
内容積を150.g、縦形補助槽2を使用し、胴部4の
断面の形状は円形で、その寸法を80mmφ×400m
rnとし、循環水吐出ロア′の口径16.1mmφ、吐
出口挿入深さHを50mm、原液流入管路8の流入口8
′を補助槽底部5より25關の位置とし、薬剤添加管路
9の孔9′の位置を補助槽底部5より200mmの位置
とした装置を用いた。Example 1 In the flotation separation device shown in FIG. 3, the actual volume of the flotation tank 3 is set to 150. g. The vertical auxiliary tank 2 is used, the cross section of the body 4 is circular, and its dimensions are 80 mmφ x 400 m.
rn, the diameter of the circulating water discharge lower' is 16.1 mmφ, the discharge port insertion depth H is 50 mm, and the inlet 8 of the stock solution inflow pipe 8.
An apparatus was used in which the hole 9' of the drug addition conduit 9 was positioned 200 mm from the bottom 5 of the auxiliary tank.
パイプミキサ13は通路管内に混合エレメントが3個入
ったものを使用した。The pipe mixer 13 used was one in which three mixing elements were placed in a passage pipe.
さらに原液量を20、l、/minで供給し、循環液量
を201/mix、吹込空気量を12 t/mi!Iと
しそのときの循環ポンプ10′の吐出圧は0.8 kg
/cyst、圧縮空気圧は0.3 kg/cvt、、パ
イプミキサ内流速は26 m/ secであった。Furthermore, the amount of raw liquid is supplied at 20,1/min, the amount of circulating liquid is 201/mix, and the amount of blown air is 12 t/mi! The discharge pressure of the circulation pump 10' at that time is 0.8 kg.
/cyst, the compressed air pressure was 0.3 kg/cvt, and the flow velocity in the pipe mixer was 26 m/sec.
なお原液の供給は定ヘッドタンクで行なった。The stock solution was supplied using a constant head tank.
廃液として亜鉛ダイカスト工場廃水を選び、原廃液に前
処理としてLAS (商品名)を300■/l、硫酸を
120即/l、PACを1000■/lの割合で添加し
そして10分間攪拌し、さらに苛性ソーダ2551rI
?/、gを添カロしそして5分間攪拌した。Zinc die-casting factory wastewater was selected as the waste liquid, and LAS (trade name) was added to the raw waste liquid as a pretreatment at a rate of 300 μ/l, sulfuric acid at 120 μ/l, and PAC at 1000 μ/l, and the mixture was stirred for 10 minutes. Furthermore, caustic soda 2551rI
? /, g was added and stirred for 5 minutes.
前処理後の廃液を上記の装置に上記運転条件で供給し、
同時に薬注ポンプにより有機高分子・・イモロックM−
366(商品名)0.1%溶液を100 cc /mi
nの割合(乾量として5m9/7)で連続添加し第1表
に示す結果が得られた。Supply the waste liquid after pretreatment to the above device under the above operating conditions,
At the same time, a chemical injection pump is used to produce organic polymer... IMOLOCK M-
366 (trade name) 0.1% solution at 100 cc/mi
The results shown in Table 1 were obtained by continuous addition at a ratio of n (5 m9/7 as a dry amount).
これによると、第1図〜第3図に図示される本発明に係
る※※浮上分離装置は実用機として使えることが判明し
た。According to this, it was found that the flotation separation device according to the present invention shown in FIGS. 1 to 3 can be used as a practical device.
実施例 2
実施例1における装置の補助槽2を浮上槽3より取り外
した以外は実施例1と同条件で処理した。Example 2 Processing was carried out under the same conditions as in Example 1, except that the auxiliary tank 2 of the apparatus in Example 1 was removed from the flotation tank 3.
結果を第1表に示す。The results are shown in Table 1.
これにより補助槽が有効であることが判明した。This revealed that the auxiliary tank was effective.
実施例 3
実施例1における装置の補助槽胴部4の断面を170m
mX 30mrnの長方形とする以外は実施例1と同条
件で処理した。Example 3 The cross section of the auxiliary tank body 4 of the device in Example 1 was 170 m.
Processing was carried out under the same conditions as in Example 1 except that the shape was a rectangle of m×30 mrn.
結果を第1表に示す。これにより補助槽断面の形状が浮
上効果を左右することが判明した。The results are shown in Table 1. This revealed that the shape of the cross section of the auxiliary tank affects the floating effect.
補助槽内での混合あるるは薬剤の作用効果から考え、円
形もしくは正方形が好ましと考えられた。Considering the mixing in the auxiliary tank and the effect of the drug, a circular or square shape was considered preferable.
実施例 4
循環液吐出管路の補助槽2内への挿入部を取りはづし他
は実施例1と同条件で処理した。Example 4 The process was carried out under the same conditions as in Example 1, except that the insertion part of the circulating fluid discharge pipe into the auxiliary tank 2 was removed.
結果を第1表に示す。The results are shown in Table 1.
なお観察事項として補助槽開放部で液面の動揺が見られ
た。As an observation, fluctuations in the liquid level were observed at the opening of the auxiliary tank.
これにより吐出口の挿入の効果が判明した。This revealed the effect of inserting the discharge port.
実施例 5
バイモロツクM−366の添加孔9′を原液流入管8に
取り付ける以外は実施例1と同条件で処理し、さらにバ
イモロツクM−366の添加量を2倍として処理し、処
理水1および2を得た。Example 5 The treatment was carried out under the same conditions as in Example 1 except that the addition hole 9' of Bimorok M-366 was attached to the stock solution inflow pipe 8, and the amount of Bimorok M-366 added was doubled. I got 2.
第1表より薬剤の添カロ位置が浮上成績に影響すること
および廃液に直接添カ目すると添加量を多く必要とする
ことが判った。From Table 1, it was found that the position at which the chemical was added affected the floating performance, and that if the chemical was added directly to the waste liquid, a large amount was required.
循環水に直接添力日する場合も同様であった。The same was true when adding water directly to the circulating water.
なお、観察事項としてフロックが処理水に連行される現
象が見られた。Additionally, it was observed that flocs were entrained in the treated water.
実施例 6
廃液として航空気洗浄廃水を選び、原廃液に前処理とし
てPACを1. OO0m9/を添加しそして10分間
攪拌した後苛性ソーダを100■/lを添加しそして1
0分間攪拌した。Example 6 Aviation air cleaning wastewater was selected as the waste liquid, and 1. After adding 0 m9/l of OO and stirring for 10 minutes, 100 m/l of caustic soda was added and 1
Stirred for 0 minutes.
前処理後の廃液を実施例1の装置に、同じ運転条件で供
給し、ただし薬注については薬注ポンプによりノ・イモ
ロック5S−500(商品名)0.1%溶液を200c
c/minの割合(乾量として10m9/l)で連続添
加し第2表に示す良好な結果が得られた。The waste liquid after pretreatment was supplied to the apparatus of Example 1 under the same operating conditions, except that for chemical injection, 200 c of a 0.1% solution of No.
The good results shown in Table 2 were obtained by continuous addition at a rate of c/min (dry amount: 10 m9/l).
実施例 7
実施例6の装置からパイプミキサを取り外し、同径の管
路で同箇所を連絡する以外は実施例6と同条件で処理し
た。Example 7 The pipe mixer was removed from the apparatus of Example 6, and the treatment was carried out under the same conditions as in Example 6, except that the same locations were connected through pipes of the same diameter.
結果を第2表に示す。表が示す通り、結果は悪く実用に
は不適と考えられ、パイプミキサの使用が有効であるこ
とが確かめられた。The results are shown in Table 2. As shown in the table, the results were poor and considered unsuitable for practical use, and it was confirmed that the use of a pipe mixer was effective.
観察事項として補助槽開放部では水が沸騰する、ときに
見られるような液面の激しい動揺が見られた。What was observed was that in the open area of the auxiliary tank, there was a violent fluctuation in the liquid level that is sometimes seen when water boils.
実施例 8
廃液としてガソリンスタンド廃水を選び、原廃液に前処
理としてPACを30■/を添加し、力※※チオンBB
(商品名)を30■/を添加しそして10分間攪拌し
た。Example 8 Gas station wastewater was selected as the waste liquid, 30% of PAC was added to the raw waste liquid as a pre-treatment, and thione BB
(trade name) was added thereto and stirred for 10 minutes.
装置では実施例6の装置からエジェクタを取りはづし、
口部を管路で連結し、エジェクタを循環ポンプ流入口側
に取りつげ吸引空気量10 、l、/minに調節した
。In the device, remove the ejector from the device of Example 6,
The mouth part was connected with a pipe, and the ejector was attached to the inlet side of the circulation pump, and the amount of air sucked into the boxstock was adjusted to 10 liters/min.
その他薬剤としてバイモロツクM−366を5mにi/
/を添加する以外は実施例6と同様の装置、運転条件で
上記前処理済の廃液処理をした。Other medicines include Bimorok M-366 at 5m.
The pretreated waste liquid was treated using the same equipment and operating conditions as in Example 6, except that / was added.
ただしパイプミキサ内の流速は吸込空気量の減少分だけ
遅くなった。However, the flow velocity inside the pipe mixer was slowed down by the amount of intake air decreased.
処理結果を第3表に示す。The processing results are shown in Table 3.
表に示すように良好な処理効果が得られることが判った
。As shown in the table, it was found that good treatment effects were obtained.
実施例 9
実施例8の装置からパイプミキサを取りはづし同径の管
路で同箇所を連絡する以外は実施例8と同条件で処理し
た。Example 9 Processing was carried out under the same conditions as in Example 8, except that the pipe mixer was removed from the apparatus of Example 8 and the same locations were connected through pipes of the same diameter.
表が示す通り結果は実施例8より若干悪く、これはパイ
プミキサの使用による効果の差と考えられた。As shown in the table, the results were slightly worse than those of Example 8, and this was thought to be due to the difference in effectiveness due to the use of the pipe mixer.
観察事項として、補助槽胴部中間部より気泡を含む混合
液を軟質ビニールホースで迅速に取り出しホースに取り
つげた2枚の透明ガラス板の間隙に導入し肉眼で気泡径
を観察したところ、実施例8に比べ直径1間以上の粗大
な気泡の含有割合が多かった。As an observation item, the mixed liquid containing air bubbles was quickly taken out from the middle part of the body of the auxiliary tank using a soft vinyl hose, introduced into the gap between two transparent glass plates attached to the hose, and the bubble diameter was observed with the naked eye. Compared to Example 8, the content of coarse bubbles with a diameter of 1 cm or more was higher.
本浮上処理において粗大な気泡は該特定物質の浮上除去
にほとんど効果がないかもしくは逆効果をなすものと考
え、気泡性のばらつき(即ち粗大気泡の含有率)が、浮
上効果の差になって現われたものと考えられる。In this flotation process, coarse bubbles are considered to have little or no effect on flotation and removal of the specific substance, and the variation in bubble properties (i.e., the content of coarse bubbles) is the reason for the difference in flotation effect. It is thought that it appeared.
以上のように本発明に係る浮上分離装置によれば従来の
技術では威し得なかった浮上分離効果が得られるばかり
でなく、その機構は単純であり、これにより装置の実用
性、経済性を向上させる効果が大きい。As described above, the flotation separation device according to the present invention not only provides a flotation separation effect that was not possible with conventional technology, but also has a simple mechanism, which improves the practicality and economic efficiency of the device. It has a great effect on improving.
又、本願発明は以上の如くに構成することにより、
■ 所要有機高分子凝集剤添加量を最小限とし、■ 微
細な空気泡を多量発生せしめ、
■ 原反液中の懸濁性又は沈降性物質のフロック化を増
長せしめ、且つ
■ 例え浮上速度の遅いフロックでさえも浮上槽へと上
昇浮上せしめ、
■ それにより、廃液を極めて有効に効率よく処理し得
る、極めて構成の簡単な且つ小型の装置を提供すること
ができる。Moreover, by configuring the present invention as described above, ■ the amount of organic polymer flocculant required to be added is minimized, ■ a large amount of fine air bubbles are generated, and ■ the suspension or sedimentation in the stock solution is reduced. An extremely simple and compact system that increases the flocculation of substances, and (1) allows even flocs with a slow floating speed to float upward into the flotation tank, (2) thereby processing waste liquid extremely effectively and efficiently. equipment can be provided.
という作用効果を有する。It has the following effects.
第1図は本発明に係る縦型の浮上分離装置の一実施態様
を表わす概略断面図である。
第2図は本発明に係る浮上分離装置の補助槽の概略拡大
図である。
第3図は補助槽が浮上槽内に設げられた本発明に係る浮
上分離装置のτ実施態様を表わす概略断面図である。
第4図は第3図と同様に補助槽が浮上槽内に設げられた
本発明に係る浮上分離装置の他の実施態様を表わす概略
断面図である。
1 (1a 、1 c 、1 d ) :浮上分離装置
、2:補助槽、3;浮上槽、4:補助槽胴部、7;循環
液吐出管路、8:原廃水流入管路、9:薬剤添加管路、
10;循環手段、10′:循環ポンプ、12:エジェク
タ、13:パイプミキサ。FIG. 1 is a schematic cross-sectional view showing one embodiment of a vertical flotation separation device according to the present invention. FIG. 2 is a schematic enlarged view of the auxiliary tank of the flotation separator according to the present invention. FIG. 3 is a schematic cross-sectional view showing an embodiment of the flotation separation device according to the present invention in which an auxiliary tank is provided in a flotation tank. FIG. 4 is a schematic cross-sectional view showing another embodiment of the flotation separation device according to the present invention in which an auxiliary tank is provided in the flotation tank similarly to FIG. 3. 1 (1a, 1c, 1d): flotation separation device, 2: auxiliary tank, 3: flotation tank, 4: auxiliary tank body, 7: circulating fluid discharge pipe, 8: raw wastewater inflow pipe, 9: drug addition conduit,
10: circulation means, 10': circulation pump, 12: ejector, 13: pipe mixer.
Claims (1)
に分散させた空気泡に接着或は付着させてスカムとして
浮上分離する気泡接触型の浮上分離装置であって、スカ
ムを浮上させる浮上槽と;細長の胴部を有し、該細長胴
部は原廃液と浮上槽からの微細空気泡含有循環液とを混
合する混合帯域と、該混合帯域に連接し、該混合帯域に
て形成された空気泡と懸濁性又は沈降性物質との混合液
から有機高分子凝集剤の働きにより空気泡と懸濁性又は
沈降性物質との凝集体を生成せしめる凝集反応帯域と、
該凝集反応帯域と細長胴部の浮上槽への開放端部との間
にて垂直方向に延在し該凝集反応帯域で形成された浮遊
性凝集体を浮上槽へと浮上せしめるための上昇流付与帯
域とを有した補助槽と、前記浮上槽から前記補助槽へと
微細空気泡を含有した循環液を送り出すための循環手段
と;前記循環手段と前記補助槽との間に配設され且つ吐
出口が前記補助槽の混合帯域に位置するように前記補助
槽に連結された循環液吐出管と、前記補助槽に原廃液を
供給するために前記補助槽の混合帯域に連結された原産
液流入管と;前記補助槽に有機高分子凝集剤を添加する
ために前記補助槽の凝集反応帯域に連結された有機高分
子凝集剤添加管とを具備し、前記循環手段は前記浮上槽
から前記補助槽に連結された循環液吐出管へと浮上槽で
処理された懸濁性又は沈降性物質の極めて少ない循環液
を送給する循環ポンプと、周囲大気より空気を吸引し前
記循環液中に流入させるエジェクタと、前記エジェクタ
により前記循環液中に吸引された空気を微細気泡とする
ための固定式パイプミキサーとを具備することを特徴と
する浮上分離装置。 2 補助槽は垂直方向に延在して配置され、上端部が浮
上槽へと開放し、上端部から下端部へと上昇流付与帯域
、凝集反応帯域及び混合帯域が順番に配列されて成る特
許請求の範囲第1項記載の装置。 3 循環手段はエジェクタ装置に流入する空気をさらに
圧入するための装置を有することを特徴とする特許請求
の範囲第1項又は第2項記載の装置。 4 循環ポンプをエジェクタと固定式パイプミキサーと
の間に設けたことを特徴とする特許請求の範囲第1項、
第2項又は第3項記載の装置。 5 循環ポンプをエジェクタと浮上槽との間に設けたこ
とを特徴とする特許請求の範囲第1項、第2項又は第4
項記載の装置。 6 エジェクタにはエジェクタに吸引される空気量を調
整する調整バルブが設けられて成る特許請求の範囲第1
項〜第5項のいずれかの項に記載の装置。 7 補助槽の胴部の横断面積は、該胴部の端部に設けた
循環液吐出管路の吐出開口面積より犬とされて成る特許
請求の範囲第1項又は第2項記載の装置。[Claims] 1. A bubble contact type flotation separation device in which suspended or sedimentary substances present in waste liquid are adhered or attached to air bubbles dispersed in circulating liquid and floated and separated as scum. a flotation tank for floating the scum; the elongated body is connected to a mixing zone for mixing raw waste liquid and a circulating liquid containing fine air bubbles from the flotation tank; , a flocculation in which an aggregate of air bubbles and a suspendable or sedimentable substance is generated from a mixed liquid of air bubbles and a suspendable or sedimentable substance formed in the mixing zone by the action of an organic polymer flocculant. a reaction zone;
an upward flow extending vertically between the flocculation reaction zone and the open end of the elongated body to the flotation tank for floating floating aggregates formed in the flocculation reaction zone to the flotation tank; an auxiliary tank having a supply zone; and a circulation means for sending circulating liquid containing fine air bubbles from the flotation tank to the auxiliary tank; disposed between the circulation means and the auxiliary tank; a circulating fluid discharge pipe connected to the auxiliary tank so that the discharge port is located in the mixing zone of the auxiliary tank; and a source liquid connected to the mixing zone of the auxiliary tank to supply raw waste liquid to the auxiliary tank. an inflow pipe; and an organic polymer flocculant addition pipe connected to a flocculation reaction zone of the auxiliary tank for adding the organic polymer flocculant to the auxiliary tank, and the circulating means is configured to supply the organic polymer flocculant from the flotation tank to the flocculation reaction zone of the auxiliary tank. A circulation pump that feeds the circulating fluid that has been treated in the flotation tank and has very little suspended or sedimentary substances to the circulating fluid discharge pipe connected to the auxiliary tank, and a circulating pump that sucks air from the surrounding atmosphere into the circulating fluid. A flotation separation device comprising: an ejector for causing air to flow into the circulating fluid; and a stationary pipe mixer for forming fine bubbles from the air sucked into the circulating fluid by the ejector. 2. A patent in which the auxiliary tank is arranged to extend in the vertical direction, the upper end is open to the flotation tank, and an upward flow imparting zone, a flocculation reaction zone, and a mixing zone are arranged in order from the upper end to the lower end. An apparatus according to claim 1. 3. The device according to claim 1 or 2, wherein the circulation means has a device for further pressurizing the air flowing into the ejector device. 4. Claim 1, characterized in that a circulation pump is provided between the ejector and the fixed pipe mixer,
The device according to item 2 or 3. 5 Claims 1, 2, or 4, characterized in that a circulation pump is provided between the ejector and the flotation tank.
Apparatus described in section. 6 Claim 1, wherein the ejector is provided with an adjustment valve that adjusts the amount of air sucked into the ejector.
The device according to any one of Items 1 to 5. 7. The device according to claim 1 or 2, wherein the cross-sectional area of the body of the auxiliary tank is larger than the discharge opening area of the circulating fluid discharge pipe provided at the end of the body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP54026635A JPS5857237B2 (en) | 1979-03-09 | 1979-03-09 | flotation separation device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP54026635A JPS5857237B2 (en) | 1979-03-09 | 1979-03-09 | flotation separation device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS55119457A JPS55119457A (en) | 1980-09-13 |
JPS5857237B2 true JPS5857237B2 (en) | 1983-12-19 |
Family
ID=12198902
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP54026635A Expired JPS5857237B2 (en) | 1979-03-09 | 1979-03-09 | flotation separation device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5857237B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3680939A1 (en) | 2019-01-08 | 2020-07-15 | LG Electronics Inc. | Solar cell and solar cell panel including the same |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4910415B2 (en) * | 2006-02-09 | 2012-04-04 | 栗田工業株式会社 | Organic wastewater treatment method and apparatus |
WO2008028650A1 (en) * | 2006-09-06 | 2008-03-13 | Meri Entsorgungstechnik für die Papierindustrie GmbH | Method of softening a liquid or dispersion |
DE102007020029A1 (en) * | 2007-04-27 | 2008-10-30 | Meri Entsorgungstechnik für die Papierindustrie GmbH | Flotation device with perforated plate |
JP5239653B2 (en) * | 2008-09-04 | 2013-07-17 | 栗田工業株式会社 | Pressure levitation treatment method |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5137706A (en) * | 1974-09-25 | 1976-03-30 | Sumitomo Rubber Ind | Insatsuyoofusetsuto buranketsuto |
JPS5164750A (en) * | 1974-10-17 | 1976-06-04 | Swift & Co | |
JPS5326462A (en) * | 1976-08-24 | 1978-03-11 | Kurita Water Ind Ltd | Apparatus for treatment of floating separation |
JPS53129449A (en) * | 1977-04-18 | 1978-11-11 | Tatsumi Kougiyou Kk | Device for treating waste water |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5093881U (en) * | 1973-12-28 | 1975-08-07 |
-
1979
- 1979-03-09 JP JP54026635A patent/JPS5857237B2/en not_active Expired
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5137706A (en) * | 1974-09-25 | 1976-03-30 | Sumitomo Rubber Ind | Insatsuyoofusetsuto buranketsuto |
JPS5164750A (en) * | 1974-10-17 | 1976-06-04 | Swift & Co | |
JPS5326462A (en) * | 1976-08-24 | 1978-03-11 | Kurita Water Ind Ltd | Apparatus for treatment of floating separation |
JPS53129449A (en) * | 1977-04-18 | 1978-11-11 | Tatsumi Kougiyou Kk | Device for treating waste water |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3680939A1 (en) | 2019-01-08 | 2020-07-15 | LG Electronics Inc. | Solar cell and solar cell panel including the same |
Also Published As
Publication number | Publication date |
---|---|
JPS55119457A (en) | 1980-09-13 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4253949A (en) | Sewage treatment-flotation apparatus | |
US2220574A (en) | Apparatus for clarifying liquid | |
US2746605A (en) | Treatment of liquids by means of dissolved gases | |
JPS5920373B2 (en) | Method and device for increasing the oxygen content of water | |
JPS63158143A (en) | Froth floating method and device | |
KR101890843B1 (en) | Air Flotation Apparatus and Water Treatment Apparatus comprising the Same | |
US4738784A (en) | Flotation device | |
JPS5857237B2 (en) | flotation separation device | |
JP3274685B2 (en) | Water treatment method and equipment | |
JP3548105B2 (en) | Pressure flotation device | |
JP2006297239A (en) | Pressure floatation separation apparatus in waste water treatment, sludge concentration system and pressure floatation separation method | |
JP2008093607A (en) | Organic waste water treatment device and organic waste water treatment method | |
JP4930340B2 (en) | Pressure levitation device | |
CA1055168A (en) | Method and apparatus for microflotation by means of pressure liquid | |
JPS5817854A (en) | Floatation separator for using used paper | |
JPS63209791A (en) | Aerator | |
JPH07108295A (en) | Pressurized aeration treatment device for waste water | |
JPH1080626A (en) | Liquid treatment | |
JPH11138192A (en) | Device for dissolving oxygen into water in tank and method therefore | |
JPH02245286A (en) | Floatation equipment for suspended matter in water | |
CN112340823A (en) | Wastewater treatment device and treatment method thereof | |
KR101852029B1 (en) | Air Flotation Apparatus and Water Treatment Apparatus comprising the Same | |
JPH0728959Y2 (en) | Air diffuser | |
US4256575A (en) | Apparatus and method for treatment of liquids | |
JPH0356091B2 (en) |