JP3202518B2 - Flotation device - Google Patents
Flotation deviceInfo
- Publication number
- JP3202518B2 JP3202518B2 JP01404095A JP1404095A JP3202518B2 JP 3202518 B2 JP3202518 B2 JP 3202518B2 JP 01404095 A JP01404095 A JP 01404095A JP 1404095 A JP1404095 A JP 1404095A JP 3202518 B2 JP3202518 B2 JP 3202518B2
- Authority
- JP
- Japan
- Prior art keywords
- flotation
- water
- tank
- separation tank
- floating
- 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 - Fee Related
Links
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- Physical Water Treatments (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】本発明は、比較的浮上し易い懸濁
物質を含む工業用水や工場廃水などを原水として、懸濁
物質を浮上分離させて除去する浮上分離装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a flotation / separation apparatus for removing and suspending suspended substances by using, as raw water, industrial water or industrial wastewater containing suspended substances which are relatively easy to float.
【0002】[0002]
【従来技術】従来から、比較的浮上し易い懸濁物質例え
ば魚肉蛋白質や油等を含む工場廃水から当該懸濁物質を
除去する装置として、種々の形式の浮上分離装置が用い
られている。2. Description of the Related Art Various types of flotation devices have been used as devices for removing suspended substances from factory wastewater containing relatively easily suspended substances such as fish meat proteins and oils.
【0003】例えば特開昭63−77589号で提案さ
れる浮上分離装置は、円形浮上分離槽の中央部に設けた
円筒の底部から加圧原水を導入して、この原水を周方向
に流しながら外側に広がる水流中から懸濁物質を浮上さ
せ(この浮上した懸濁物質を「スカム」と称する)、最
外径の円形隔壁の底部から処理水を取出す方式のもので
あり、スカムが部分的に偏ることの弊害を防止するため
に水流を円周方向に平均化させる1重ないし2重の環状
隔壁を設ける工夫がされている。For example, a flotation apparatus proposed in Japanese Patent Application Laid-Open No. 63-77589 introduces pressurized raw water from the bottom of a cylinder provided at the center of a circular flotation tank and flows the raw water in the circumferential direction. In this method, suspended substances are levitated from a water stream spreading outward (this suspended substance is called "scum"), and treated water is taken out from the bottom of the outermost circular partition wall. In order to prevent the adverse effect of being biased toward the center, a single or double annular partition wall for averaging the water flow in the circumferential direction has been devised.
【0004】また、実開昭61−175291号に提案
される浮上分離装置は、円形浮上分離槽の中央部に上部
に向かって径が漸増する縦型筒体を設けて、その外側あ
るいは内側から原水を供給して該縦型筒体の内外を循環
する上向流,下向流を形成させることで上向流部分の水
面にスカムを浮上させる方式のものである。The flotation apparatus proposed in Japanese Utility Model Application Laid-Open No. 61-175291 is provided with a vertical cylindrical body whose diameter gradually increases toward the top in the center of a circular flotation / separation tank. In this method, raw water is supplied to form an upward flow and a downward flow circulating inside and outside the vertical cylindrical body, so that scum floats on the water surface of the upward flow portion.
【0005】更に、実開平2−142690号に提案さ
れる浮上分離は、円形浮上分離槽の中央部に上部に向か
って径が漸増する縦型筒体を設けて、その縦型筒体の外
側に旋回流で原水を供給しながらスカムを浮上させ、縦
型筒体の内側を通って下向した処理水を排出させる方式
のものである。Further, in the flotation proposed in Japanese Utility Model Laid-Open No. 2-142690, a vertical cylinder whose diameter gradually increases toward the top is provided at the center of a circular flotation tank, and the outside of the vertical cylinder is provided. The scum is floated while supplying raw water by swirling flow, and the downwardly treated water is discharged through the inside of the vertical cylindrical body.
【0006】なお、従来の浮上分離槽が円形に設けられ
ているのは、工業的規模の装置では長時間の連続運転が
求められるのが普通であり、浮上分離できずに槽底部に
沈殿した一部の懸濁物質を槽外に容易に排出することを
可能とするために槽を円形として底部中央に集め易くし
ているためである。[0006] The conventional flotation tank is provided in a circular shape because an industrial-scale apparatus usually requires a long continuous operation. This is because the tank has a circular shape so that it can be easily collected at the center of the bottom in order to allow some of the suspended solids to be easily discharged out of the tank.
【0007】[0007]
【発明が解決しようとする課題】上記のように従来の浮
上分離装置は工業的規模の設備として種々の工夫がされ
ているが、以下のような未だ解決すべき課題がある。As described above, the conventional flotation apparatus has been variously devised as equipment on an industrial scale, but has the following problems to be solved.
【0008】例えば上記特開昭63−77589号提案
の装置では水流を円周方向に平均化するために環状隔壁
を設けているが、放射流が部分的に発生することを完全
に防止することができないのでスカムの部分的リークが
あり、スカムが偏在するために破壊し易くなってこれが
処理水中に混入し処理水質の低下を招く問題があること
や、環状隔壁の存在によって内側にスカムが残り易くな
り、スカムの掬い取りが装置構造上簡単でないという問
題がある。For example, in the apparatus proposed in Japanese Patent Application Laid-Open No. 63-77589, an annular partition is provided to average the water flow in the circumferential direction. However, it is necessary to completely prevent partial generation of the radiation flow. Scum is partially leaked, and it is easy to break down due to uneven distribution of scum, and this is mixed into treated water, causing a problem of reduced treatment water quality, and scum remains inside due to the presence of an annular partition wall There is a problem that scooping of the scum is not easy due to the structure of the apparatus.
【0009】また上記実開昭61−175291号や実
開平2−142690号提案の装置は、縦型筒体内外の
上向,下向の循環流により乱流を生じ易く、気泡に付着
した懸濁物質のフロックの成長が妨げられたり離反した
りして微細化する傾向が避けられず、浮上分離の効率を
低下させる問題がある他、原水を上向流で導入する方式
では急激に浮上する気泡に懸濁物質が付着し難く、処理
水量を大きくできないという問題もある。The above-described devices proposed in Japanese Utility Model Application Laid-Open No. 61-175291 and Japanese Utility Model Application Laid-Open No. 2-142690 are susceptible to turbulent flow due to upward and downward circulating flow inside and outside the vertical cylinder, and the suspension attached to air bubbles The tendency of floc growth of suspended matter is hindered or separated, and the tendency to miniaturize is unavoidable, and there is a problem that the efficiency of flotation separation is reduced. There is also a problem that the suspended substance hardly adheres to the bubbles and the amount of treated water cannot be increased.
【0010】本発明者は、以上のように従来の工業的規
模の浮上分離装置において課題とされている種々の問題
につき検討を重ねて本発明を完成したものであり、その
一つの目的は、理想的な浮上分離となるプラグフローに
実質的に則した稼動を可能としながら、工業的規模の装
置に求められる分離槽やスカム除去装置等の設備の小型
化、構造の簡単化を実現した新規な浮上分離装置を提供
するところにある。The inventor of the present invention has completed the present invention by repeatedly examining various problems which have been problems in the conventional industrial-scale flotation apparatus as described above. A new type that realizes the miniaturization of the equipment such as the separation tank and the scum removal device required for industrial-scale equipment, while enabling the operation substantially in accordance with the plug flow that provides ideal flotation separation, and the simplified structure. To provide a simple flotation device.
【0011】また本発明の別の目的は、工業的規模の装
置において求められる装置試運転時や稼動途中での調整
が容易である浮上分離装置を提供するところにある。It is another object of the present invention to provide a flotation apparatus which can be easily adjusted at the time of a test run or during operation required for an industrial scale apparatus.
【0012】また本発明の更に別の目的は、処理効率が
高く且つ処理水質に優れた浮上分離を可能とする浮上分
離装置を提供するところにある。It is still another object of the present invention to provide a flotation apparatus capable of performing flotation with high treatment efficiency and excellent treatment water quality.
【0013】本発明の他の目的は、従来の装置において
大きな課題となっていた分離槽底部の堆積汚泥の除去の
ための配慮(堆積汚泥の排出装置等の付設)を実質的に
不要とできる浮上分離装置を提供するところにある。Another object of the present invention is to substantially eliminate the need for consideration for removing the accumulated sludge at the bottom of the separation tank (attachment of an apparatus for discharging the accumulated sludge), which has been a major problem in the conventional apparatus. A flotation device is provided.
【0014】[0014]
【課題を解決するための手段】上記目的を達成する本発
明の浮上分離装置の特徴の一つは、水平転向する折返し
部を一か所以上有した細長い通水路が上方開放型に設け
られている浮上分離槽と、該浮上分離槽の通水上流端の
端壁下部に開口されて浮上分離させる懸濁物質を含んだ
原水を通水方向に流入させる原水導入部と、上記懸濁物
質に接触させる気泡を原水に混入させる気泡混入手段
と、該浮上分離槽の通水下流端の端壁下部から処理水を
取出し溢流堰を介して排出する排水部と、浮上分離槽の
水面に浮上した浮上物質(スカム)を槽外に除去する浮
上物質除去手段とを備えたという構成をなすところにあ
る。One of the features of the flotation device of the present invention that achieves the above object is that an elongated water passage having at least one horizontal turning portion is provided in an upward open type. A flotation tank, a raw water introduction unit which is opened at the lower end wall of the upstream end of the flotation tank and which allows the raw water containing the suspended substance to be floated and separated to flow in the water flow direction; An air bubble mixing means for mixing air bubbles to be brought into contact with raw water, a drainage part for taking out treated water from a lower end wall at a downstream end of the floating separation tank and discharging the water through an overflow weir, and floating to the surface of the floating separation tank And a floating substance removing means for removing the floating substance (scum) outside the tank.
【0015】上記において、細長い通水路が水平転向す
る折返し部を一か所以上有する分離槽として最も簡単に
は、直方体型の槽の幅方向中央部に長尺方向の一対の側
壁の一方に接しかつ他方とは所定の隙間を空けた仕切り
隔壁を設けた通水路180°転向型のものを挙げること
ができる。また隔壁(但し槽の一対の側壁との隙間の関
係は互い違いに設ける)を増やすことで蛇行状の通水路
を有するように形成した分離槽とすることができる(以
下、一回折返し型の構成を含めて「蛇行状」という)。
このような分離槽により、直方体型の槽に隔壁を設ける
だけで極めて簡単に、原水が蛇行状に迂流しながら常に
一方向に流れる細長い通水路が形成され、実質的なプラ
グフローの状態が実現される。In the above description, the simplest separation tank having one or more folded portions in which an elongated water passage turns horizontally is provided at the center in the width direction of a rectangular parallelepiped tank in contact with one of a pair of long side walls. In addition, a 180-degree turning type water passage provided with a partition wall separated from the other by a predetermined gap can be used. Further, by increasing the number of partition walls (however, the gap between the pair of side walls of the tank is alternately provided), a separation tank formed to have a meandering water passage can be provided (hereinafter, a single-turn-back configuration). Including "meandering").
With such a separation tank, an elongated water passage that always flows in one direction while the raw water flows in a meandering shape is formed very simply by providing a partition in the rectangular parallelepiped tank, and a substantial plug flow state is realized. Is done.
【0016】また、通水路が水平転向する部分の外周側
壁面を平面略半円形に設けることもできる。これにより
迂流する原水の通水が円滑となる。外周側壁面を平面略
半円形とするためには、分離槽自体の槽壁を曲面形状に
設けることもできるが、直方体型の槽に半筒状の曲面板
を挿入して通水路の外周側壁面を形成させることもでき
る。特に半筒状曲面板の挿入方式によれば、槽の製造も
容易であるし曲面板は塩ビ等のプラスチック材料で簡単
に製造,調整できる利点がある。Further, the outer peripheral side wall surface of the portion where the water passage is turned horizontally may be provided in a substantially semicircular plane. Thereby, the flow of the bypassed raw water becomes smooth. In order to make the outer peripheral side wall surface substantially semicircular in plan, the tank wall of the separation tank itself can be provided in a curved shape, but a semi-cylindrical curved plate is inserted into a rectangular parallelepiped tank and the outer peripheral side of the water passage is formed. Wall surfaces can also be formed. Particularly, according to the insertion method of the semi-cylindrical curved plate, there is an advantage that the tank can be easily manufactured and the curved plate can be easily manufactured and adjusted with a plastic material such as PVC.
【0017】上記の原水導入部は、分離槽に原水導入管
を接続することで形成できるが、流入する原水が通水路
の幅方向に広がるように扁平ラッパ状に広がる流入口と
することが好ましい場合が多い。The above-mentioned raw water introduction part can be formed by connecting a raw water introduction pipe to the separation tank, but it is preferable that the raw water introduction part be an inlet which spreads in a flat trumpet shape so that the flowing raw water spreads in the width direction of the water passage. Often.
【0018】懸濁物質に接触させる気泡を原水に混入さ
せる気泡混入手段は、一般的には、原水導入部に接続し
た原水導入管の途中に、原水中に空気を加圧混入させる
加圧空気混入手段、例えば原水導入管に加圧水供給管を
合流接続することで構成される。またこれとは別に、浮
上分離槽の底部近傍に細長い通水路に沿って微細気泡の
吹き出し管を延設してもよい。この通水路中に延設する
微細気泡の吹き出し管は、空気を供給するものであって
もよいが、加圧水を供給流出させることで流出時の減圧
で気泡を発生するものが微細気泡となるので好ましい。A bubble mixing means for mixing bubbles brought into contact with a suspended substance into raw water generally comprises a pressurized air for pressurizing and mixing air into raw water in the middle of a raw water introduction pipe connected to a raw water introduction section. It is configured by mixing and connecting a pressurized water supply pipe to a mixing means, for example, a raw water introduction pipe. Separately from this, a blow-off pipe for fine bubbles may be provided along the elongated water passage near the bottom of the flotation tank. The fine-bubble blowing pipe extending into the water passage may supply air.However, since the supply of pressurized water and the outflow thereof generate bubbles under reduced pressure at the time of the outflow, the air becomes fine bubbles. preferable.
【0019】微細気泡の吹き出し管は、通水路に沿って
その全長に渡り延設してもよいが、蛇行する通水路への
設置の便宜等を考慮して間欠的に設けることもできる。
また気泡,加圧水の流出方向は、上下いずれの方向であ
ってもよいが、下向きに流出させる場合には、仮に懸濁
物質が槽底部に沈降してもこれを巻き上げて気泡に付着
させて浮上させることができるので、堆積汚泥の除去手
段を設けない装置、あるいは原水中に比較的比重の大き
な懸濁物質や疎水性の低い懸濁物質を多く含む装置には
特に好ましく採用される。The blowing pipe for the fine bubbles may extend along the entire length of the water passage, or may be intermittently provided for convenience of installation in the meandering water passage.
The outflow direction of air bubbles and pressurized water may be either up or down. However, if the air is allowed to flow downward, even if suspended substances settle to the bottom of the tank, they are rolled up and attached to the air bubbles to float. Therefore, the method is particularly preferably employed for an apparatus having no means for removing sediment sludge or an apparatus containing a large amount of suspended matter having relatively high specific gravity or low hydrophobicity in raw water.
【0020】原水あるいは通水路に供給する気泡を混入
させた加圧水は、従来装置と同様の圧力状態のものを用
いることができ、限定されるものではないが、常温(1
5〜30℃程度)において7kg/cm2 以下、好まし
くは4〜5kg/cm2 程度の加圧水を用いることがで
きる。The pressurized water mixed with raw water or bubbles to be supplied to the water passage can be in the same pressure state as in the conventional apparatus, and is not limited.
(About 5 to 30 ° C.) pressurized water of 7 kg / cm 2 or less, preferably about 4 to 5 kg / cm 2 can be used.
【0021】処理水の排水部は、分離槽の下部と連通管
で連通された排出槽に設けた溢流堰を介して排水される
ように構成され、この溢流堰の高さ調整で分離槽内の水
面レベルを容易に調整できる。したがって、掻取り高さ
をスカムの含水分が低くなった高さに設定する装置設置
時の調整や、稼動中の調整を、従来の円形分離槽外周の
溢流堰の面倒な調整によらずに、小さな排出槽に設けた
小型の溢流堰の高さ調整で簡単に行なえるという利点が
ある。The drainage part of the treated water is configured to be drained through an overflow weir provided in a discharge tank connected to the lower part of the separation tank by a communication pipe, and the separation is performed by adjusting the height of the overflow weir. The water level in the tank can be easily adjusted. Therefore, the adjustment at the time of installation of the device for setting the scraping height to the height at which the moisture content of the scum is reduced, and the adjustment during operation, do not depend on the complicated adjustment of the overflow weir on the outer circumference of the conventional circular separation tank. Another advantage is that the height can be easily adjusted by adjusting the height of a small overflow weir provided in a small discharge tank.
【0022】浮上分離槽の水面に浮上した浮上物質(ス
カム)を槽外に除去する浮上物質除去手段は、掬い取り
ないし掻取りと呼ばれる方式で機械的に行なう装置を用
いることができ、特に本発明の分離槽は、通水路を蛇行
状に形成するため分離槽上面を平面矩形とできるため、
表面に掻取り爪を有するベルトを分離槽上面を覆うよう
に対向させたベルトコンベアによりスカムを槽外に掻出
す簡単な構造の除去手段を用いることができる。As the floating substance removing means for removing the floating substance (scum) floating on the surface of the floating separation tank from the outside of the tank, an apparatus for mechanically performing a method called scooping or scraping can be used. Since the separation tank of the present invention can form a flat rectangular top surface of the separation tank to form the water passage in a meandering shape,
It is possible to use a removing means having a simple structure in which a scum is scraped out of the tank by a belt conveyor in which a belt having a scraping claw on its surface is opposed to cover the upper surface of the separation tank.
【0023】このベルトコンベア型の掻取り手段を用い
る場合、限定されるものではないが、スカムの掻取り方
向を迂流する原水の流れに対して直角方向(通水路の直
線部分に対して直角な方向)とするのが好ましい。When this belt conveyor type scraping means is used, there is no particular limitation, but a direction perpendicular to the flow of raw water bypassing the direction of scraping the scum (right angle to the straight line portion of the water passage). Direction).
【0024】[0024]
【作用】本発明によれば、実質的に直方体型の分離槽を
用いて、細長い通水路の中を常に一方向に気泡を含む原
水を流す実質的なプラグフローの通水を行ないながら、
水流とは直角な気泡の浮上力を利用した理想的な浮上分
離操作を行なうことができる。According to the present invention, a substantially rectangular parallelepiped type separation tank is used to carry out substantially plug flow in which raw water containing air bubbles always flows in one direction in an elongated water passage.
An ideal flotation separation operation utilizing the flotation force of bubbles perpendicular to the water flow can be performed.
【0025】また更に、通水路に沿って分離槽の底部近
傍に微細気泡の吹き出し管を延設することによって、微
粒な懸濁物質や比重の比較的大きな懸濁物質、疎水性の
低い懸濁物質も微細気泡に付着させて確実に浮上させる
ことができる。Further, by extending a blowing pipe for fine air bubbles near the bottom of the separation tank along the water passage, a fine suspended substance, a suspended substance having a relatively large specific gravity, and a suspended substance having low hydrophobicity can be obtained. The substance can also be attached to the microbubbles to reliably float.
【0026】上記により行なわれるプラグフローの浮上
分離の原理を、便宜的に通水路を直線状に描いた図10
を用いて説明すると、細長い通水路を形成する分離槽2
01の長尺方向の一端側の下部に、加圧水が混入される
原水導入管202を接続して原水を該分離槽201内に
流入させる。そして該分離槽201の長尺方向の他端側
の下部には、溢流堰205を有する排出槽204への連
通管203が開口接続されていて、図中の白抜き矢印で
示したように通水された原水が処理水として排出槽20
4を経て溢流堰205から系外に排出される。そして原
水が上記のように通水される途中において、該原水に混
入されている加圧溶解空気が減圧により微細な気泡とな
って上向きの矢印のように上昇し、この際、該原水に含
まれている懸濁物質が気泡に付着して浮上し、水面に浮
遊するスカム206となる。The principle of the floating separation of the plug flow performed as described above is shown in FIG.
The explanation will be made with reference to FIG.
A raw water introduction pipe 202 into which pressurized water is mixed is connected to a lower portion of one end side in the long direction of 01 so that raw water flows into the separation tank 201. A communication pipe 203 to a discharge tank 204 having an overflow weir 205 is openly connected to a lower portion of the other end of the separation tank 201 in the longitudinal direction, as shown by a white arrow in the drawing. The raw water that has passed through is used as treated water in the discharge tank 20.
4, and is discharged out of the system from the overflow weir 205. Then, during the passage of the raw water as described above, the pressurized dissolved air mixed in the raw water becomes fine bubbles due to the reduced pressure and rises as shown by an upward arrow, and at this time, the raw water contains The suspended substance that has adhered to the air bubbles and floats up to become a scum 206 floating on the water surface.
【0027】また図11は、同じく便宜的に通水路を直
線状に描き、通水路の底部に加圧水を供給する微細気泡
の吹き出し管207を延設した分離槽におけるプラグフ
ローの浮上分離の原理を説明するための図であり、この
図の構成によれば上記図10の懸濁物質の浮上に寄与す
る微細気泡が、原水と共に供給されるのみならず通水路
の途中からも供給されるため、懸濁物質の浮上分離がよ
り一層確実に行なわれる。FIG. 11 also shows the principle of floating separation of plug flow in a separation tank in which a water passage is drawn linearly for convenience and a blowout tube 207 for supplying fine water to the bottom of the water passage is extended. It is a diagram for explaining, according to the configuration of this diagram, fine bubbles that contribute to the floating of the suspended matter of FIG. 10 are supplied not only with the raw water but also in the middle of the water passage, The floating separation of the suspended matter is more reliably performed.
【0028】すなわちこれらの図10,図11から分か
るように、原水の通水方向は常に水平な一方向であり、
一方懸濁物質を浮上させる気泡はこの原水の水流とは直
接関係することなく上昇するので、気泡が水面に至るま
での時間を気泡自身の浮上力に依存して長くとれて懸濁
物質が付着し易くなるという浮上分離に理想的なプラグ
フローが実現される。That is, as can be seen from FIGS. 10 and 11, the flowing direction of the raw water is always one horizontal direction.
On the other hand, the bubbles that cause suspended matter to rise rise without being directly related to the flow of the raw water, so the time required for the bubbles to reach the water surface is long depending on the buoyancy of the bubbles themselves, and the suspended matter adheres. This makes it possible to realize a plug flow that is ideal for floating separation.
【0029】[0029]
【実施例】以下本発明を図面に示す実施例に基づいて説
明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the embodiments shown in the drawings.
【0030】実施例1 図1は本例の分離槽1の平面図を示したものであり、直
方体型の分離槽1の内部は、蛇行状の細長い通水路をな
すように3枚の隔壁101〜103により区画された構
造に設けられている。Embodiment 1 FIG. 1 is a plan view of a separation tank 1 of the present embodiment. Inside of a rectangular parallelepiped separation tank 1, three partition walls 101 are formed so as to form a meandering elongated water passage. It is provided in a structure partitioned by to 103.
【0031】2は、蛇行状をなす通水路の一端側の槽側
壁下部に接続開口された原水導入管であり、途中、不図
示の加圧水混入管から加圧水が混入された原水を分離槽
内に図示白抜き矢印で示した方向に流入させる。Reference numeral 2 denotes a raw water introduction pipe which is connected and opened at a lower portion of the tank side wall at one end of the meandering water passage, and feeds raw water mixed with pressurized water from a pressurized water mixing pipe (not shown) into the separation tank. It flows in the direction shown by the outlined arrow in the figure.
【0032】流入された原水は、隔壁101〜103で
形成された細長い通水路に沿って白抜き矢印で示したよ
うに迂流しながら、該通水路の他端側の槽側壁下部に接
続開口された連通管3を介して溢流堰を有する排出槽
(いずれも図10と同じ構造であり図示は省略した)に
流れ、溢流堰から系外に排出される。The inflowing raw water is connected and opened at the lower part of the tank side wall at the other end of the water passage while circulating along the elongated water passage formed by the partition walls 101 to 103 as shown by a white arrow. The water flows into a discharge tank having an overflow weir (both have the same structure as in FIG. 10 and is not shown) through the communication pipe 3 and is discharged from the overflow weir to the outside of the system.
【0033】図2はこの分離槽1を有する浮上分離装置
を、図1のA−A線で断面した縦断面を示す。そして図
中の水面部分に薄く模様付けした部分は浮上したスカム
6を示し、濃く模様付けした水中部分は微細気泡が上昇
する領域8を示し、更に水中の白色部分は原水(処理
水)が通水している領域9を示している。FIG. 2 shows a vertical section of the flotation apparatus having the separation tank 1 taken along the line AA in FIG. In the figure, a portion of the water surface portion that is lightly patterned shows a scum 6 that has floated, a portion of the water portion that is deeply patterned shows a region 8 in which fine bubbles rise, and a white portion of the water is where raw water (treated water) flows. The watering area 9 is shown.
【0034】10は分離槽1の上部に設けられたスカム
掻取り装置としてのコンベア装置であり、本例において
は、一対のローラ11,12の間に無端回動可能に架設
されたコンベアベルト13によって、分離槽1の上全面
から側方に若干突出した範囲を覆うように対向して配置
されている。なお、コンベアベルト13の表面にはスカ
ム掻取り用の爪が設けられている。Reference numeral 10 denotes a conveyor device as a scum scraping device provided on the upper part of the separation tank 1. In this embodiment, a conveyor belt 13 is installed between a pair of rollers 11 and 12 so as to be rotatable endlessly. Thus, they are arranged to face each other so as to cover a range slightly protruding laterally from the entire upper surface of the separation tank 1. A scum scraping claw is provided on the surface of the conveyor belt 13.
【0035】このコンベア装置10は、図の矢印方向に
無端回動されて、水面上のスカム6を、分離槽1の側方
に設けたスカム受けホッパ14に掻き落とすようになっ
ている。なお、本例のコンベア装置10のベルト13に
よる掻取り方向を通水路の直線状部分に対して直交する
ように設定(180°転向部分においては通水方向と掻
取り方向が一致)しているので、掻取る際のスカムに迂
流する原水の流れが殆ど影響せず、良好な掻取りを行な
うことができる。The conveyor device 10 is rotated endlessly in the direction of the arrow in the figure to scrape the scum 6 on the water surface into the scum receiving hopper 14 provided on the side of the separation tank 1. In addition, the scraping direction by the belt 13 of the conveyor device 10 of this example is set so as to be orthogonal to the straight line portion of the water channel (the water flowing direction and the scraping direction coincide with each other at the 180 ° turning portion). Therefore, the flow of the raw water bypassing the scum at the time of scraping has almost no effect, and good scraping can be performed.
【0036】実施例2 図3〜図5に示した本例は、実施例1の分離槽1の通水
路に沿ってその底部に微細気泡の吹き出し管7を延設し
た例を示すものであり、他の構成は実施例1と同じであ
るので、共通する装置、部材等については同じ符号を付
してその説明は省略する。Embodiment 2 The present embodiment shown in FIGS. 3 to 5 shows an example in which a fine-bubble blowing pipe 7 is provided along the water passage of the separation tank 1 of Embodiment 1 at the bottom thereof. Since other configurations are the same as those of the first embodiment, common devices, members, and the like are denoted by the same reference numerals, and description thereof is omitted.
【0037】本例の特徴である微細気泡の吹き出し管7
は、隔壁101〜103で区画された4つの直線状通水
路に対して、槽外部の加圧水供給管71から図3に示す
ようにそれぞれ直線状に延設されてなっている。The blowing tube 7 for fine bubbles, which is a feature of this embodiment.
Are extended linearly from the pressurized water supply pipe 71 outside the tank to four linear water passages partitioned by the partitions 101 to 103, respectively, as shown in FIG.
【0038】この各微細気泡の吹き出し管7から供給さ
れた加圧水は、管7から流出することで減圧されて細か
な気泡を生じ(図5の水中に薄く模様付けした微細気泡
領域20)、原水中の懸濁物質の付着浮上を一層確実な
ものとする。The pressurized water supplied from each microbubble blowing pipe 7 is decompressed by flowing out of the pipe 7 to generate fine bubbles (fine bubble area 20 lightly patterned in water in FIG. 5). The assurance of the adhesion and floating of suspended substances in water is further ensured.
【0039】実施例3〜6 実施例3,4は実施例1の変形例を示し、図6に示した
実施例3においては、通水路の180°転向部の外周側
壁面31を平面略半円形に形成した分離槽30を用いた
例としている。他の構成は実施例1と同じである。この
実施例3によれば、迂流する原水(処理水)の乱流発生
等が抑制されて円滑となり、気泡に付着した懸濁物質の
離反等の虞れを軽減させることができる。Embodiments 3 to 6 Embodiments 3 and 4 show modifications of Embodiment 1. In Embodiment 3 shown in FIG. 6, the outer peripheral side wall surface 31 of the 180 ° turning portion of the water passage is substantially half-plane. In this example, a circular separation tank 30 is used. Other configurations are the same as those of the first embodiment. According to the third embodiment, the generation of turbulence of the raw water (processed water) circulating around is suppressed and the flow becomes smooth, and the possibility of the suspended matter adhering to the bubbles being separated can be reduced.
【0040】また図7に示した実施例4は、直方体型の
槽を実施例1と同様に隔壁101〜103で区画すると
共に、半筒状の曲面板41を通水路の180°転向部の
外周側壁面部分に組み付けることで、該180°転向部
の外周側壁面を実施例3と同様の平面略半円形とした例
を示している。他の構成は実施例1と同じである。この
実施例4によれば、実施例3の効果に加えて、分離槽の
製造が極めて容易という利点がある。In the fourth embodiment shown in FIG. 7, a rectangular parallelepiped tank is divided by partitions 101 to 103 in the same manner as in the first embodiment, and a half-cylindrical curved plate 41 is provided at the 180 ° turning portion of the water passage. An example is shown in which the outer peripheral side wall surface of the 180 ° turning portion is formed into a substantially semicircular plane as in the third embodiment by assembling the outer peripheral side wall surface portion. Other configurations are the same as those of the first embodiment. According to the fourth embodiment, in addition to the effect of the third embodiment, there is an advantage that the production of the separation tank is extremely easy.
【0041】実施例5,6は実施例2の変形例を示し、
図8に示した実施例5は、180°転向部の外周側壁面
31を平面略半円形に形成した実施例3の分離槽30
に、更に図3〜図5に示した槽外部の加圧水供給管71
とこれから延出された微細気泡の吹き出し管7とを設け
たものである。他の構成は実施例2と同じである。この
実施例5によれば、上記実施例2の利点である懸濁物質
の確実な浮上分離の効果と、実施例3の利点である迂流
する原水(処理水)の円滑な通水による効果が併せて得
られる。Embodiments 5 and 6 show modifications of Embodiment 2.
The fifth embodiment shown in FIG. 8 is a separation tank 30 according to the third embodiment in which the outer peripheral side wall surface 31 of the 180 ° turning portion is formed in a substantially semicircular plane.
And a pressurized water supply pipe 71 outside the tank shown in FIGS.
And a blow-out pipe 7 for microbubbles extending therefrom. Other configurations are the same as those of the second embodiment. According to the fifth embodiment, the advantage of the above-described second embodiment, that is, the effect of reliably floating and separating suspended substances, and the advantage of the third embodiment, that is, the effect of smooth flow of raw water (processed water) circulating around. Are also obtained.
【0042】図9に示した実施例6は、半筒状の曲面板
41を直方体型の槽に形成された通水路の180°転向
部の外周側壁面部分に組み付けた実施例4の分離槽40
に、更に図3〜図5に示した槽外部の加圧水供給管71
とこれから延出された微細気泡の吹き出し管7とを設け
たものである。他の構成は実施例2と同じである。この
実施例6によれば、上記実施例2の利点である懸濁物質
の確実な浮上分離の効果と、実施例4の利点である迂流
する原水(処理水)の円滑な通水による効果及び分離槽
の製造が簡単という効果が併せて得られる。Embodiment 6 shown in FIG. 9 is a separation tank according to Embodiment 4 in which a semi-cylindrical curved plate 41 is attached to the outer peripheral side wall portion of a 180 ° turning portion of a water passage formed in a rectangular parallelepiped tank. 40
And a pressurized water supply pipe 71 outside the tank shown in FIGS.
And a blow-out pipe 7 for microbubbles extending therefrom. Other configurations are the same as those of the second embodiment. According to the sixth embodiment, the advantage of the above-described second embodiment, that is, the effect of reliably floating and separating suspended substances, and the advantage of the fourth embodiment, that is, the effect of smooth passage of raw water (processed water) circulating around. In addition, the effect that the production of the separation tank is simple can be obtained.
【0043】[0043]
【発明の効果】本発明の浮上分離装置は、細長い通水路
の一端側から他端側に原水を通水させながら懸濁物質の
浮上分離を行なう理想的なプラグフローの稼動を実質的
に可能としたものであり、しかも工業的規模の装置にお
いて求められる、通水路を蛇行状としてコンパクトにま
とめた小型の分離槽とでき、かつ通水路を形成する分離
槽の壁面構造以外は槽内部に他の構造を必要としないの
で簡単化できるという効果が得られると共に、付設され
るスカム除去装置も、蛇行する通水路に共有して設置で
きるので、コンベア等を用いて小型でかつ構造の簡単な
ものとできるという効果が得られる。The flotation device of the present invention can substantially operate an ideal plug flow for flotation and separation of suspended solids while passing raw water from one end to the other end of an elongated water passage. In addition to the wall structure of the separation tank that forms the water passage, a small separation tank can be formed by forming the water passage in a meandering shape, which is required for equipment on an industrial scale. The scum removal device attached can be shared and installed in a meandering water channel, so that it is small and simple using a conveyor or the like. Is obtained.
【0044】また、工業的規模の浮上分離装置において
は、装置試運転時や稼動途中に水面レベルを調整するこ
とが必要になる場合があるが、この水面レベルの調整を
分離槽と連通されている小さな構造の溢流堰の高さ調整
のみで容易に行なうことができるという効果も得られ
る。In an industrial-scale flotation apparatus, it may be necessary to adjust the water level during test operation or during operation of the apparatus. This adjustment of the water level is communicated with a separation tank. An effect is also obtained in that it can be easily performed only by adjusting the height of the overflow weir having a small structure.
【0045】また、懸濁物質が付着浮上する気泡の上昇
方向に対して直交する水平方向に加圧空気が混入した原
水を流入させるという、理想的なプラグフロー処理を実
質的に実現可能とした装置であるので乱流状態が生じ難
く、また細長い通水路に渡って整流状態で原水が通水さ
れかつ上昇流は常に気泡のみで与えられるので、通水途
中で懸濁物質が気泡と接触する確率が従来装置に比べて
高く得られると共に、懸濁物質と気泡が離れる影響もな
いために、処理効率の高い処理水質に優れた浮上分離が
可能になるという効果も得られる。また懸濁物質の浮上
分離効率が優れているため槽底部に汚泥が堆積すること
も殆どなく、堆積汚泥排出のための装置等を実質的に不
要とできる効果も併せて得られる。Further, it is possible to substantially realize an ideal plug flow process in which raw water mixed with pressurized air flows in a horizontal direction orthogonal to a rising direction of bubbles in which suspended matter adheres and floats. Since the device is a device, turbulence is unlikely to occur, and raw water is flowed in a rectified state over an elongated water passage and the rising flow is always given only by air bubbles, so suspended matter comes in contact with air bubbles in the middle of water flow The probability is higher than that of the conventional apparatus, and there is no influence of separation of suspended matter and bubbles. Therefore, an effect that high-efficiency flotation with high treated water quality can be obtained is obtained. In addition, sludge is hardly deposited on the bottom of the tank because of excellent floating separation efficiency of suspended matter, and an effect that a device for discharging the deposited sludge can be substantially eliminated is also obtained.
【0046】また、浮上分離槽の底部近傍に細長い通水
路に沿って微細気泡の吹き出し管を延設した構成によれ
ば、上記した懸濁物質が気泡と接触する確率が一層高く
得られて処理効率、処理水質が更に向上し、槽底部に汚
泥が堆積することも一層確実に防止できるという効果が
得られる。Further, according to the structure in which the blow-out pipe of the fine bubbles is extended along the elongated water passage near the bottom of the flotation / separation tank, the probability that the above-mentioned suspended solids come into contact with the bubbles can be further increased. The effect is obtained that the efficiency and the quality of the treated water are further improved, and the accumulation of sludge on the tank bottom can be more reliably prevented.
【0047】また更にこの微細気泡の吹き出し管を設け
た場合には、比較的比重の高い懸濁物質や、疎水性の弱
い懸濁物質を含む原水であっても効率よく処理すること
ができ、上記食品製造廃液は勿論のこと、従来の装置で
は必ずしも効率のよい処理が実現できなかったパルプ廃
液や一般産業廃液、あるいは工業用水の処理等も好適に
行なうことができるという効果も得られる。Further, in the case where the blowing tube for the fine bubbles is provided, even a raw water containing a suspended substance having a relatively high specific gravity or a suspended substance having a low hydrophobicity can be efficiently treated. In addition to the above-mentioned food manufacturing waste liquid, there is also obtained an effect that a pulp waste liquid, a general industrial waste liquid, an industrial water, or the like, which cannot always be efficiently treated by a conventional apparatus, can be suitably performed.
【図1】実施例1の浮上分離装置に用いられる分離槽の
平面図。FIG. 1 is a plan view of a separation tank used in a flotation separation device according to a first embodiment.
【図2】実施例1の浮上分離装置の図1A−A線位置の
断面に相当する縦断面図。FIG. 2 is a longitudinal sectional view corresponding to a section taken along the line AA of FIG. 1 of the flotation separation device of the first embodiment.
【図3】実施例2の浮上分離装置に用いられる分離槽の
平面図。FIG. 3 is a plan view of a separation tank used in the flotation device of the second embodiment.
【図4】図3のB−B線の縦断面図。FIG. 4 is a longitudinal sectional view taken along line BB of FIG. 3;
【図5】実施例2の浮上分離装置の図3C−C線位置の
断面に相当する縦断面図。FIG. 5 is a longitudinal sectional view corresponding to a section taken along the line C-C of FIG.
【図6】実施例3の浮上分離装置に用いられる分離槽の
平面図。FIG. 6 is a plan view of a separation tank used in a flotation separation device according to a third embodiment.
【図7】実施例4の浮上分離装置に用いられる分離槽の
平面図。FIG. 7 is a plan view of a separation tank used in a flotation separation device according to a fourth embodiment.
【図8】実施例5の浮上分離装置に用いられる分離槽の
平面図。FIG. 8 is a plan view of a separation tank used for a flotation separation device according to a fifth embodiment.
【図9】実施例6の浮上分離装置に用いられる分離槽の
平面図。FIG. 9 is a plan view of a separation tank used in a flotation separation apparatus according to a sixth embodiment.
【図10】本発明により実現されるプラグフローの懸濁
物質浮上分離の原理を直線型通水路を有する分離槽を用
いて説明した図。FIG. 10 is a diagram illustrating the principle of floating substance floating separation of a plug flow realized by the present invention using a separation tank having a straight water passage.
【図11】図10と同様に、本発明により実現されるプ
ラグフローの懸濁物質浮上分離の原理を直線型通水路に
微細気泡の吹き出し管を延設した分離槽を用いて説明し
た図。FIG. 11 is a view similar to FIG. 10 and illustrates the principle of floating substance floating separation of the plug flow realized by the present invention, using a separation tank in which a blow-out tube for fine bubbles is extended in a straight water passage.
1・・・分離槽、2・・・原水導入管、3・・・連通
管、6・・・スカム、7・・・微細気泡の吹き出し管、
8・・・微細気泡が上昇する領域、9・・・原水(処理
水)が通水している領域、10・・・コンベア装置、1
1,12・・・ローラ、13・・・コンベアベルト、1
4・・・ホッパ、20・・・微細気泡領域、30・・・
分離槽、31・・・180°転向部の外周側壁面、40
・・・分離槽、41・・・半筒状の曲面板、71・・・
加圧水供給管、101〜103・・・隔壁。DESCRIPTION OF SYMBOLS 1 ... Separation tank, 2 ... Raw water introduction pipe, 3 ... Communication pipe, 6 ... Scum, 7 ... Fine bubble blowing pipe,
8 ... Area where fine bubbles rise, 9 ... Area through which raw water (treated water) flows, 10 ... Conveyor device, 1
1,12: roller, 13: conveyor belt, 1
4 ... hopper, 20 ... fine bubble area, 30 ...
Separation tank, 31 ... outer peripheral side wall surface of 180 ° turning portion, 40
... Separation tank, 41 ... Semi-cylindrical curved plate, 71 ...
Pressurized water supply pipes, 101 to 103 ... partition walls.
フロントページの続き (56)参考文献 特開 平7−949(JP,A) 実開 昭60−132805(JP,U) (58)調査した分野(Int.Cl.7,DB名) C02F 1/24 B01D 17/00 - 17/12 Continuation of the front page (56) References JP-A-7-949 (JP, A) JP-A-60-132805 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) C02F 1 / 24 B01D 17/00-17/12
Claims (5)
た細長い通水路が上方開放型に設けられている浮上分離
槽と、該浮上分離槽の通水上流端の端壁下部に開口され
て浮上分離させる懸濁物質を含んだ原水を通水方向に流
入させる原水導入部と、上記懸濁物質に接触させる気泡
を原水に混入させる気泡混入手段と、該浮上分離槽の通
水下流端の端壁下部から処理水を取出し溢流堰を介して
排出する排水部と、浮上分離槽の水面に浮上した浮上物
質を槽外に除去する浮上物質除去手段とを備えたことを
特徴とする浮上分離装置。1. A flotation / separation tank having an elongate water passage having one or more turning portions that turn horizontally and provided in an upward open type, and an opening at a lower part of an end wall at an upstream end of water flow of the flotation / separation tank. Raw water introduction section for flowing raw water containing suspended matter to be floated and separated in the water flow direction, bubble mixing means for mixing bubbles to be brought into contact with the suspended substance into raw water, and a downstream end of flow of the floating separation tank A drainage part for taking out the treated water from the lower part of the end wall and discharging through the overflow weir, and a floating substance removing means for removing the floating substance floating on the water surface of the floating separation tank outside the tank. Flotation device.
触させる気泡混入手段が、原水導入部から流入させる原
水中に空気を加圧混入させる加圧空気混入手段、及び浮
上分離槽の底部近傍に細長い通水路に沿って延設した微
細気泡の吹き出し管、の少なくともいずれかであること
を特徴とする浮上分離装置。2. A floating air mixing means according to claim 1, wherein said air bubble mixing means for bringing air bubbles into contact with said suspended substance is a pressurized air mixing means for pressurizing and mixing air into raw water flowing from a raw water introduction section. A flotation device characterized by at least one of a microbubble blowing pipe extending in the vicinity along an elongated water passage.
細長い通水路は蛇行状に設けられていることを特徴とす
る浮上分離装置。3. The flotation apparatus according to claim 1, wherein the elongated water passage of the flotation tank is provided in a meandering manner.
浮上分離槽の水面浮上物質を槽外に除去する浮上物質除
去手段が、通水路に対し実質的に水平直角方向に浮上物
質を掻き取る掻取り装置であることを特徴とする浮上分
離装置。4. The method according to claim 1, wherein
A flotation device wherein the flotation material removing means for removing the flotation material from the flotation tank outside the tank is a scraping device for scraping the flotation material substantially horizontally and perpendicularly to the water passage.
浮上分離槽の細長い通水路が水平転向する部分の外周側
壁面を平面略半円形に設けたことを特徴とする浮上分離
装置。5. The method according to claim 1, wherein
A flotation / separation device characterized in that the outer peripheral side wall surface of the part where the elongated water passage of the flotation / separation tank turns horizontally is provided in a substantially semicircular plane.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP01404095A JP3202518B2 (en) | 1995-01-31 | 1995-01-31 | Flotation device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP01404095A JP3202518B2 (en) | 1995-01-31 | 1995-01-31 | Flotation device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH08197040A JPH08197040A (en) | 1996-08-06 |
JP3202518B2 true JP3202518B2 (en) | 2001-08-27 |
Family
ID=11850013
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP01404095A Expired - Fee Related JP3202518B2 (en) | 1995-01-31 | 1995-01-31 | Flotation device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3202518B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101370470B1 (en) * | 2012-09-19 | 2014-03-06 | 원라인테크 주식회사 | Polluted water treatment apparatus |
CN118164573A (en) * | 2024-05-16 | 2024-06-11 | 西安艺琳农业发展有限公司 | Wastewater treatment device for livestock |
-
1995
- 1995-01-31 JP JP01404095A patent/JP3202518B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH08197040A (en) | 1996-08-06 |
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