JPH03238080A - Pressurized floating separating device - Google Patents

Pressurized floating separating device

Info

Publication number
JPH03238080A
JPH03238080A JP3118890A JP3118890A JPH03238080A JP H03238080 A JPH03238080 A JP H03238080A JP 3118890 A JP3118890 A JP 3118890A JP 3118890 A JP3118890 A JP 3118890A JP H03238080 A JPH03238080 A JP H03238080A
Authority
JP
Japan
Prior art keywords
water
treated
tank
mixing chamber
flotation tank
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.)
Granted
Application number
JP3118890A
Other languages
Japanese (ja)
Other versions
JPH0688019B2 (en
Inventor
Masakatsu Ozawa
尾沢 政勝
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2031188A priority Critical patent/JPH0688019B2/en
Priority to EP91101161A priority patent/EP0441230B1/en
Priority to DE69102785T priority patent/DE69102785T2/en
Priority to KR1019910001766A priority patent/KR910021262A/en
Priority to US07/653,088 priority patent/US5139662A/en
Publication of JPH03238080A publication Critical patent/JPH03238080A/en
Publication of JPH0688019B2 publication Critical patent/JPH0688019B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To prevent the occurrence of the convection phenomenon of water being treated in a floating tank and improve the treating performance outstandingly remarkably by supplying water to be treated flowing out from a mixing chamber to the liq. surface of a floating tank. CONSTITUTION:An untreated water and a pressurized water are supplied into a mixing a chamber 21 from its bottom part. A mixture of the untreated water and the pressurized water thus made up in the mixing chamber 21 and intended to be treated is supplied from the upper part of the mixing chamber 21 to the liq. surface of a floating tank 20 by a mixture supply means 40 with the floating matter adhered to the liq. mixture attached to the air bubbles. A liq. mixture collecting opening 56 is provided at the bottom part of the floating tank 20. A floating matter 50 separated on the liq. surface of the floating tank 20 is removed therefrom by a floating matter removal means consisting of a floating matter discharge pump 59, a skin rake 51 and a suction cup 52. The liq. surface of the floating tank 20 is retained at a predetermined height by a gage pipe 57. As a result, the occurrence of convection phenomenon of the water being treated in the floating tank is prevented and the treating performance is improved outstandingly remarkably.

Description

【発明の詳細な説明】 (産業上の利用分野) 未発明番よ、微細な気泡を利用して被処理水中に含まれ
る浮遊物質である固体粒子を浮上分離させるようにした
加圧浮上分離装置に関するものである。
[Detailed description of the invention] (Field of industrial application) Uninvented, a pressurized flotation separation device that uses fine air bubbles to float and separate solid particles, which are suspended substances contained in water to be treated. It is related to.

(従来の技術) 加圧浮上分離は、浮遊物質である固体が粒子となって含
まれる被処理水を加圧することにより空気を被処理水内
に溶解し、加圧された被処理水を常圧に戻すときに被処
理水に溶は込んでいた空気が微細気泡となって遊離する
ので、この微細気泡を被処理水中の粒子に付着させて浮
上させることにより固液の分離を行う方法である。
(Prior technology) Pressure flotation is a process in which air is dissolved in the water by pressurizing the water that contains suspended solids in the form of particles, and the pressurized water is constantly heated. When the water is returned to pressure, the air that has been dissolved in the water to be treated becomes fine bubbles and is liberated, so this method separates solid and liquid by attaching these fine bubbles to the particles in the water and making them float. be.

従来技術による加圧浮上分離方法は、被処理水のすべて
を加圧する全量加圧方法、被処理水の一部を加圧する部
分加圧方法、固液分離がされた処理水の一部を加圧して
被処理水に供給する循環水加圧方法が知られている。
Conventional pressurized flotation separation methods include a total pressurization method in which all of the water to be treated is pressurized, a partial pressurization method in which a part of the water to be treated is pressurized, and a part of the treated water that has undergone solid-liquid separation is pressurized. A method of pressurizing circulating water is known in which the water is pressurized and supplied to the water to be treated.

第5図は、従来技術のうちの循環水加圧方法の具体例で
あり、浮上分離は浮上分離槽の液内に被処理原水を供給
して液内にて浮上分離を行う。
FIG. 5 shows a specific example of a conventional method for pressurizing circulating water, in which flotation separation is performed by supplying raw water to be treated into a liquid in a flotation tank and performing flotation separation within the liquid.

1は浮上槽、2は被処理水吐出管てあって、前記浮上槽
1内に設置されている。3は集水管で前記浮上槽lの底
部近くに設置され、浮上槽l内て固液分離された処理水
を排出するためのものである。4は処理水槽で内部に前
記集水管3と連結した水位管5を収容し、この水位管5
の上面高さか前記浮上槽lの水位を決定する。
1 is a flotation tank, and 2 is a discharge pipe for water to be treated, which are installed in the flotation tank 1. Reference numeral 3 denotes a water collection pipe, which is installed near the bottom of the flotation tank I, and is for discharging treated water that has been separated into solid and liquid in the flotation tank I. 4 is a treated water tank which houses a water level pipe 5 connected to the water collecting pipe 3, and this water level pipe 5.
The height of the upper surface of or the water level of the flotation tank I is determined.

6は処理原水槽、7はくキサ−18は加圧タンクであっ
て、処理原水槽6とミキサー7はポンプ9を介して接続
され、加圧タンク8は前記処理水槽4とポンプ10を介
して接続されると共にミキサー7と接続されている。又
、前記ミキサー7は前記被処理水吐出管2と接続されて
いる。なお、11は前記加圧タンク8に空気を取り入れ
る空気取入口である。
6 is a treated raw water tank; 7 is a pressure tank; 7 is a pressure tank; the treated raw water tank 6 and the mixer 7 are connected via a pump 9; and is connected to the mixer 7. Further, the mixer 7 is connected to the treated water discharge pipe 2. Note that 11 is an air intake port for introducing air into the pressurized tank 8.

12は前記浮上槽1の液面に集積した浮−L物をかき集
めるためのスキムレーキて、モータ13の駆動軸と連結
されていて回転可能に設置されている。
Reference numeral 12 denotes a skim rake for scraping up floating objects accumulated on the liquid surface of the flotation tank 1, and is connected to a drive shaft of a motor 13 and is rotatably installed.

14は前記浮上槽1の上部に設けた浮上物排出口、15
は前記浮上槽l内に沈殿した沈殿物をかき集めるための
沈殿物レーキである。
14 is a floating object discharge port provided at the upper part of the flotation tank 1; 15;
is a sediment rake for scraping up sediment that has settled in the flotation tank l.

上記のように構成された分離装置において、処理原水槽
6の彼処′理水はポンプ9によってミキサー7へ供給さ
れる。又、分離処理された処理水の一部はポンプ10に
よって加圧タンク8へ供給され、加圧タンク8において
空気取入口11から供給された空気と共に加圧されてく
キサ−7に供給される。ミキサー7に供給された処理原
水は加圧された処理水と混合されて加圧状態で被処理水
吐出管2へ送られる。
In the separator constructed as described above, the treated water in the treated raw water tank 6 is supplied to the mixer 7 by the pump 9. Further, a part of the separated treated water is supplied to a pressurizing tank 8 by a pump 10, and in the pressurizing tank 8, it is pressurized together with air supplied from an air intake port 11 and supplied to a mixer 7. The treated raw water supplied to the mixer 7 is mixed with pressurized treated water and sent under pressure to the treated water discharge pipe 2.

被処理水吐出管2から浮上槽1内に加圧状態で供給され
た被処理水は、常圧の液内に放出されることによって常
圧に戻るが、このとき、被処理水に溶は込んでいた空気
が微細な気泡となって遊離し、被処理水中の粒子を伴っ
て浮上する。
The water to be treated is supplied under pressure from the water discharge pipe 2 into the flotation tank 1 and returns to normal pressure by being discharged into the liquid at normal pressure. The trapped air becomes fine bubbles, which are released and float to the surface along with the particles in the water to be treated.

浮上槽の液面上に浮上した浮上物はスキムレーキ12に
よってかき集められて浮上物排出口14から取り出され
る。固液分離された処理水は処理水槽4に送られ、一部
は排出され、一部は前記したように加圧されて浮上槽1
に再び分離処理のために供給される。
The floating objects floating on the liquid surface of the flotation tank are collected by a skim rake 12 and taken out from a floating object discharge port 14. The solid-liquid separated treated water is sent to the treated water tank 4, part of it is discharged, and part of it is pressurized as described above and sent to the flotation tank 1.
is then fed again for separation processing.

第5図の従来技術および他の・従来技術による分離方法
は、いずれも浮上槽の液内に被処理水および加圧水など
を供給して浮上分離させるようにしているために、被処
理水が浮上槽内で対流現象を起し、このため浮上槽内に
供給される被処理水は対流現象によって攪拌されていた
。前記したように浮−ヒ分離は微細気泡に粒子を付着さ
せて浮上させることによって固液の分離を行っているの
で、被処理水か浮上槽内で攪拌されていると、粒子がい
ったん浮上槽の底部近く達した後に浮上するので、粒子
全部が浮上し終るまでに長時間を要することになる。こ
のため、被処理水の分離効率を高める唯一の方法は浮上
槽を大きくすることである。
In both the conventional technology shown in Fig. 5 and other conventional separation methods, the water to be treated and pressurized water are supplied into the liquid in the flotation tank for flotation separation. A convection phenomenon occurs within the tank, and as a result, the water to be treated that is supplied into the flotation tank is agitated by the convection phenomenon. As mentioned above, float separation separates solid and liquid by attaching particles to microbubbles and making them float. Therefore, when the water to be treated is agitated in the flotation tank, once the particles are removed from the flotation tank, Since the particles float after reaching near the bottom of the particle, it takes a long time for all the particles to finish floating. Therefore, the only way to increase the separation efficiency of the water to be treated is to increase the size of the flotation tank.

従来技術においては、分離処理する被処理水の水量が多
くなると規模の大きな浮上槽を設ける必要があり、設備
の投資効率が悪くなるなどの問題があった。
In the conventional technology, when the amount of water to be separated and treated increases, it is necessary to provide a large-scale flotation tank, which poses problems such as poor equipment investment efficiency.

(発明か解決しようとする課題) 本発明は、被処理水を浮上槽の液面上に供給することに
より、浮上槽内て被処理水による対流現象の発生を防止
し処理性能を格段に向上させる加圧浮上分離装置を提供
することである。
(Problem to be solved by the invention) The present invention prevents the occurrence of convection due to the water to be treated in the flotation tank by supplying the water to be treated above the liquid surface of the flotation tank, thereby significantly improving treatment performance. It is an object of the present invention to provide a pressurized flotation separation device that allows

(課題を解決するための手段) 上記目的を達成するために本発明は、浮上槽と、処理原
水と加圧水を底部から供給する混合室と、前記混合室内
て処理原水と加圧水か混合された被処理水を被処理水に
含まれる浮遊物質を気泡に付着させた状態で混合室の上
部から前記浮上槽の液面に供給する被処理水供給手段と
、前記浮上槽の底部に設けた処理水の集水口と、前記浮
上槽の液面に浮上分離された浮上物を除去する浮上物除
去手段と、前記浮上槽の水面高さを所定高さに保持させ
る水面高さ保持手段を設けたことを特徴としている。
(Means for Solving the Problems) In order to achieve the above object, the present invention includes a flotation tank, a mixing chamber in which treated raw water and pressurized water are supplied from the bottom, and a mixture of treated raw water and pressurized water in the mixing chamber. a water-to-be-treated supply means for supplying treated water from the top of the mixing chamber to the liquid surface of the flotation tank in a state in which suspended substances contained in the water to be treated are attached to air bubbles, and treated water provided at the bottom of the flotation tank; a water collection port, a floating object removing means for removing floating objects floated and separated on the liquid surface of the flotation tank, and a water surface height holding means for maintaining the water surface height of the flotation tank at a predetermined height. It is characterized by

(作用) 混合室の底部に供給された処理原水と加圧水は混合室内
て混合されるが混合室内か大気圧なのてこの中て気泡を
析出しつつ次第に上方に向って流れる。析出した気泡が
被処理水に含まれている浮遊物質である粒子に付着して
混合室の上部から浮上槽の液面上に供給される。
(Function) The treated raw water and pressurized water supplied to the bottom of the mixing chamber are mixed in the mixing chamber, but since the mixing chamber is at atmospheric pressure, they gradually flow upward while precipitating air bubbles inside the mixing chamber. The precipitated air bubbles adhere to particles, which are suspended substances contained in the water to be treated, and are supplied from the upper part of the mixing chamber onto the liquid surface of the flotation tank.

従って、浮上槽の液面には気泡の付着によって比重か小
さくなった粒子か浮上するので、これら浮上分離された
粒子は、スキマーにより吸引カップまで掻き集められて
排除ポンプにより吸引排除される。
Therefore, particles whose specific gravity has become smaller due to the adhesion of air bubbles float on the liquid surface of the flotation tank, and these floated and separated particles are scraped up to the suction cup by the skimmer and suctioned away by the removal pump.

又、混合室から流出した被処理水を浮上槽の液面に供給
するようにしているために、供給された被処理水による
浮上槽内の対流現象は生しない。
Furthermore, since the water to be treated flowing out from the mixing chamber is supplied to the liquid surface of the flotation tank, no convection phenomenon occurs in the flotation tank due to the supplied water to be treated.

このため、浮上槽内における処理滞留時間が短縮てきる
のて浮上槽の単位容積あたりの処理量を大幅に増加させ
ることかてきる。
For this reason, the treatment residence time in the flotation tank is shortened, making it possible to significantly increase the throughput per unit volume of the flotation tank.

(実施例) 第1図、第2図は第一実施例であって、第1図は本発明
装置全体を組み立てた縦断面図、第2図は同しく平面図
である。
(Embodiment) FIGS. 1 and 2 show a first embodiment, in which FIG. 1 is a vertical sectional view of the entire assembled apparatus of the present invention, and FIG. 2 is a plan view thereof.

第一実施例は循環水加圧方式である。これらの図におい
て、浮上槽20は平面円形形状に形威されており、槽の
中央部分に円筒状の混合室21を設け、この混合室21
の底部に処理原水供給口22および加圧水供給口23を
設けている。前記処理原水供給口22は処理原水槽24
と接続され、前記加圧水供給口23は加圧タンク25と
接続されている。
The first embodiment is a circulating water pressurization system. In these figures, the flotation tank 20 has a circular planar shape, and a cylindrical mixing chamber 21 is provided in the center of the tank.
A treated raw water supply port 22 and a pressurized water supply port 23 are provided at the bottom of the tank. The treated raw water supply port 22 is connected to the treated raw water tank 24
The pressurized water supply port 23 is connected to a pressurized tank 25.

前記処理原水槽24はポンプ26ならびに流量調整弁2
7および流量計28を介して前記処理原水供給口22に
接続することにより、前記処理原水槽24に貯溜されて
いる処理原水と前記加圧タンク25に貯溜されている加
圧水とをそれぞれ前記混合室21の底部に供給するよう
にしている。
The treated raw water tank 24 is equipped with a pump 26 and a flow rate adjustment valve 2.
7 and the flow meter 28 to the treated raw water supply port 22, the treated raw water stored in the treated raw water tank 24 and the pressurized water stored in the pressurized tank 25 are respectively supplied to the mixing chamber. It is designed to be supplied to the bottom of 21.

なお、前記加圧タンク25には前記浮上槽20の外部に
設けた処理水槽29から取り出された処理水か空気とと
もに加圧水ポンプ30で加圧されて貯溜されている。ま
た前記加圧水供給口23と加圧タンク25との通路に減
圧弁31.流量計72、流量調整弁33か設けられてい
る。さらに前記減圧弁31と流量計32との間に凝集剤
等の薬剤を貯溜した薬剤槽34が薬剤供給ポンプ35を
介して接続されている。36は薬剤槽34の薬剤攪拌手
段である。37は前記処理水槽29と加圧水ポンプ30
との間に設けた空気吸入口であり、処理水の流量を調整
てきるようにしている。
The pressurized tank 25 stores treated water taken out from a treated water tank 29 provided outside the flotation tank 20, which is pressurized together with air by a pressurized water pump 30. Further, a pressure reducing valve 31 is provided in the passage between the pressurized water supply port 23 and the pressurized tank 25. A flow meter 72 and a flow rate adjustment valve 33 are also provided. Furthermore, a chemical tank 34 storing a chemical such as a coagulant is connected between the pressure reducing valve 31 and the flow meter 32 via a chemical supply pump 35. 36 is a medicine stirring means for the medicine tank 34. 37 is the treated water tank 29 and the pressurized water pump 30
This is an air intake port installed between the plant and the plant, which allows the flow rate of treated water to be adjusted.

前記混合室21の上端には底部を上方に向けた腕状の回
転筒38か回転自在に設けられている。前記回転筒38
には流出口39が形成されると共に、この流出口39に
連通させた状態てかつ水平方向の分配散布管40を固定
している。又、前記分配散布管40には管に沿って開口
する散布口41を形威し、前記流出口39から流出(オ
ーバフロー)した被処理水(処理原水と処理水か混合さ
れたもの)を分配散布管40を経て前記浮上槽20内の
液面に上方から散布供給するようにしている。
At the upper end of the mixing chamber 21, an arm-shaped rotary cylinder 38 with its bottom facing upward is rotatably provided. The rotating cylinder 38
An outlet 39 is formed in the outlet 39, and a horizontal distribution pipe 40 is fixed in communication with the outlet 39. Further, the distribution and dispersion pipe 40 has a dispersion port 41 that opens along the pipe, and the water to be treated (a mixture of treated raw water and treated water) that flows out (overflows) from the outflow port 39 is distributed. The liquid is sprayed and supplied to the liquid level in the flotation tank 20 from above through a dispersion pipe 40.

又、前記回転筒38には前記浮上槽20の上面を覆うフ
レーム42から垂直方向に突出させ、かつ回転自在な駆
動軸43が固定されると共に、前記フレーム41に設け
た回転駆動装置44の駆動歯車45と前記駆動軸43の
上端部に設けた従動歯車46とをチエーン47により連
動させている。
Further, a drive shaft 43 that projects vertically from a frame 42 that covers the upper surface of the flotation tank 20 and is rotatable is fixed to the rotary cylinder 38, and a drive shaft 43 that drives a rotary drive device 44 provided on the frame 41 is fixed to the rotary cylinder 38. A gear 45 and a driven gear 46 provided at the upper end of the drive shaft 43 are interlocked by a chain 47.

なお、48は前記混合室21と前記回転筒38との間に
装着したシール構造、49は前記フレーム42と前記駆
動軸43との間に装着したベアリングである。
Note that 48 is a seal structure installed between the mixing chamber 21 and the rotating cylinder 38, and 49 is a bearing installed between the frame 42 and the drive shaft 43.

さらに、前記浮上槽20の内部には前記回転筒39の回
転に伴って浮り槽の液面に浮上分離された浮上物50を
かき集めるためのスキムレーキ51およびこのスキムレ
ーキ51でかき集められた浮上物50を吸引する吸引カ
ップ52が設けられている。
Furthermore, inside the flotation tank 20, there is a ski rake 51 for scraping up the floating objects 50 that have been floated and separated on the liquid surface of the flotation tank as the rotary cylinder 39 rotates, and the floating objects 50 that have been scraped up by the skim rake 51. A suction cup 52 is provided to suck the water.

このスキムレーキ51は前記回転筒38に固定した取付
棒51aに設けられており、前記吸引カップ52に対し
て浮上物50が寄せ集められるように吸引カップに向っ
て傾斜させている。
This skim rake 51 is provided on a mounting rod 51a fixed to the rotary cylinder 38, and is tilted toward the suction cup 52 so that the floating objects 50 are gathered together.

この他、前記浮上槽20の底部に沈殿した沈殿物を沈殿
物除去口53にかき集める沈殿物レーキ54を設けてい
る。前記沈殿物レーキ54は前記混合室21を中心に放
射方向に設けられ、前記回転筒39に連結されていて回
転筒39の回転に伴って回転するようになっている。
In addition, a sediment rake 54 is provided to scrape sediment deposited at the bottom of the flotation tank 20 into the sediment removal port 53. The sediment rake 54 is provided in a radial direction around the mixing chamber 21, is connected to the rotary cylinder 39, and rotates as the rotary cylinder 39 rotates.

そして、前記浮上槽20の底部近傍に設けた仕切板55
の下面に集水管56を設け、この集水管56に接続した
ゲージ管57を前記処理水槽29に立ちとげて開口させ
ることにより、前記浮上槽20の水面高さをこのゲージ
管57の立ち上げ寸法と一致させるようにしている。5
8は前記処理水槽29に設けた排水管、59は前記フレ
ーム41に設置した浮上物排出ポンプであり、この浮上
物排出ポンプ59と前記吸弓カップ49とを吸引管60
および自在継手61を介して接続している。62は前記
沈殿物除去口53に接続した排出管てあって、バルブ6
3により開閉操作され、常時は閉塞されている。
A partition plate 55 provided near the bottom of the flotation tank 20
A water collection pipe 56 is provided on the lower surface of the water collection pipe 56, and a gauge pipe 57 connected to the water collection pipe 56 is raised to the treated water tank 29 and opened. I'm trying to match it. 5
8 is a drain pipe provided in the treated water tank 29, 59 is a floating object discharge pump installed in the frame 41, and this floating object discharge pump 59 and the suction bow cup 49 are connected to a suction pipe 60.
and are connected via a universal joint 61. 62 is a discharge pipe connected to the sediment removal port 53, and a valve 6
3, and is normally closed.

なお、前記分配散布管40は第2図に示すように前記浮
上槽20の半径方向に沿って設けられて駆動装置44に
より図中時計方向に回転駆動され、その回転方向後方に
スキムレーキ51および吸引力ラフ52を配設している
。又、前記スキムレーキ51は前記吸引カップ52に向
って浮上物50をかき集めるように吸引カップ52から
離れるに従って回転方向前方に傾斜している。
As shown in FIG. 2, the distribution and dispersion pipe 40 is provided along the radial direction of the flotation tank 20 and is driven to rotate clockwise in the figure by a drive device 44, and a skim rake 51 and a suction pipe are provided at the rear in the rotation direction. A force rough 52 is provided. Further, the skim rake 51 is inclined forward in the rotational direction as it moves away from the suction cup 52 so as to scrape up the floating objects 50 toward the suction cup 52.

以上のように構成された加圧浮上分離装置にお1 2 いて、処理水槽29に貯溜されている処理水が処理原水
中に含まれる粒子に対して重量比て1/10〜1150
程度の空気とともに加圧水ポンプ30により例えば2〜
4 Kg/cm2程度に加圧されて加圧タンク25に供
給される。従って、この加圧タンク25には多量の空気
が溶解した処理水が貯溜されている。
In the pressurized flotation separation device 1 2 configured as above, the treated water stored in the treated water tank 29 has a particle size of 1/10 to 1150 by weight relative to the particles contained in the treated raw water.
For example, 2~
It is pressurized to about 4 kg/cm2 and supplied to the pressurized tank 25. Therefore, the pressurized tank 25 stores treated water in which a large amount of air is dissolved.

実施例では加圧水ポンプ30の吸入側に空気を混入させ
てこれを処理水とともに加圧させることにより、空気の
圧縮手段(ニアコンプレッサ)を省略するようにしてい
るか、処理水と空気をそれぞれ独自で圧縮した後に前記
加圧タンク25に供給することもできる。
In the embodiment, air is mixed into the suction side of the pressurized water pump 30 and pressurized together with the treated water, so that the air compression means (near compressor) is omitted, or the treated water and air are independently supplied. It can also be supplied to the pressurized tank 25 after being compressed.

前記加圧タンク25に貯溜されている処理水は、流量調
整弁33により流量を制御され、薬剤タンク34から薬
剤供給ポンプ35を経て送り出された薬剤と共に減圧弁
31および加圧水供給口23を経て混合室21の底部に
供給される。又、処理原水槽24に貯溜されている処理
原水は、ポンプ26、流量調整弁27により流量を制御
されて処理原水供給口22から混合室21の底部に供給
され、加圧水供給口23から供給された加圧水と混合さ
れて(被処理水となって)混合室21内を次第に上昇す
る。
The flow rate of the treated water stored in the pressurized tank 25 is controlled by a flow rate adjustment valve 33, and the treated water is mixed with the medicine sent out from the medicine tank 34 through the medicine supply pump 35 through the pressure reduction valve 31 and the pressurized water supply port 23. It is fed to the bottom of chamber 21. Further, the treated raw water stored in the treated raw water tank 24 is supplied to the bottom of the mixing chamber 21 from the treated raw water supply port 22 with the flow rate controlled by the pump 26 and the flow rate adjustment valve 27, and is supplied from the pressurized water supply port 23. The water is mixed with the pressurized water (becomes water to be treated) and gradually rises in the mixing chamber 21.

混合室21は大気圧に保持されているために、加圧水供
給口23から供給された高圧の処理水に溶解していた空
気が微小な気泡となって析出され、被処理水に含まれて
いる粒子に付着する。
Since the mixing chamber 21 is maintained at atmospheric pressure, the air dissolved in the high-pressure treated water supplied from the pressurized water supply port 23 is precipitated as minute bubbles and is contained in the water to be treated. Attach to particles.

そして、混合室21の上端に至った被処理水は気泡が付
着した粒子とともに回転筒38に形成されている流出口
39から流出し、浮上槽20内を時計方向に回転してい
る分配散布管40の散布口41から浮上槽20内の液面
に均一に供給される。
The water to be treated that has reached the upper end of the mixing chamber 21 flows out from the outlet 39 formed in the rotary tube 38 together with the particles with air bubbles attached thereto, and the distribution and dispersion pipe rotating clockwise inside the flotation tank 20. The liquid is uniformly supplied to the liquid surface in the flotation tank 20 from the dispersion port 41 of 40 .

浮上槽20の液面に供給された被処理水に含まれている
粒子は、気泡が付着することによる比重の減少補正か行
なわれているのて速やかに浮と分離され、前記分配散布
管40と共に回転しているスキムレーキ51により吸引
カップ52まてかき集められて浮上物排出ポンプ59に
より吸引排除される。
Particles contained in the water to be treated supplied to the liquid surface of the flotation tank 20 are quickly separated from the float due to the reduction in specific gravity due to the adhesion of air bubbles. The suction cup 52 is also scraped up by the skim rake 51 which is rotating at the same time, and removed by suction by the floating object discharge pump 59.

又、水より比重か大きい沈殿物は浮上槽20の底部に沈
殿し、沈殿物レーキ54によるかき寄せ作用で沈殿物除
去口53にかき集められる。従って、集水管56には浮
上物及び沈殿物を含まない水(処理水)のみが流入し、
ゲージ管57を経て処理水槽29に供給される。なお、
処理水槽29に供給された処理水の一部は前記したよう
に加圧水ポンプ30による加圧作用を受けて空気ととも
に浮上槽20に循環供給されるが、残りの処理水は排水
管58から排出される。
Precipitates having a higher specific gravity than water settle at the bottom of the flotation tank 20 and are scraped into the sediment removal port 53 by the raking action of the sediment rake 54. Therefore, only water (treated water) that does not contain floating matter or sediment flows into the water collection pipe 56.
It is supplied to the treated water tank 29 via the gauge pipe 57. In addition,
A part of the treated water supplied to the treated water tank 29 is pressurized by the pressurized water pump 30 as described above and is circulated and supplied to the flotation tank 20 together with air, but the remaining treated water is discharged from the drain pipe 58. Ru.

実施例の加圧浮上分離装置においては、被処理水に含ま
れる固体粒子と気泡との結合が行なわれる混合室21を
浮上槽20と実質的に独立させ、この混合室21から流
出した被処理水を浮上槽20の液面に上方から供給する
ようにしている。従って、浮上槽20内においては被処
理水の供給に伴う沈下か見られるのみて従来のように攪
拌か行なわれず、気泡の沈下も極めて浅いものであった
。このために、浮上槽20の必要水深も沈下に見合った
ものであればよく、しかも攪拌が行なわれないのて必要
面積も最小限で充分である。
In the pressurized flotation separation device of the embodiment, the mixing chamber 21 in which solid particles and air bubbles contained in the water to be treated are combined is substantially independent of the flotation tank 20, and the to-be-treated water flowing out from the mixing chamber 21 is made substantially independent of the flotation tank 20. Water is supplied to the liquid surface of the flotation tank 20 from above. Therefore, in the flotation tank 20, only some sinking was observed due to the supply of the water to be treated, but stirring was not performed as in the conventional method, and the sinking of the bubbles was also extremely shallow. For this reason, the required water depth of the flotation tank 20 only needs to be commensurate with the sinking, and since no stirring is performed, the required area is also kept to a minimum.

一例として、表面積か1rrfの浮上槽において毎時2
m’の加圧処理水を循環させつつ毎時5m”の被処理水
を混合室に供給した場合における気泡の沈下深さは最大
で30cmであった。従って、安全率を2倍にとったと
しても浮上槽の有効水深を最大て60cI11にすれば
充分である。
As an example, in a flotation tank with a surface area of 1 rrf, 2
The maximum sinking depth of bubbles was 30 cm when water to be treated at a rate of 5 m/hour was supplied to the mixing chamber while circulating pressurized water at 5 m/h. Therefore, even if the safety factor was doubled, It is also sufficient to make the effective water depth of the flotation tank 60 cI11 at maximum.

又、計算上の必要水深0.6mは次式て与えられる。In addition, the calculated required water depth of 0.6 m is given by the following formula.

このために、処理に必要な滞留時間は次式から明らかな
ように 0.6 必要滞留時間(時)=    =0.0945分となる
。これを換言すれば、表面積が1m’、有効水深が0.
6m、滞留時間が5分の浮上槽を用いて総量で毎時7m
’の処理か可能となる。このために、同一処理能力のも
のを得ようとすれば、従来例に比較して浮上槽の有効水
深を4分の1から5分の1の深さとすることがてき、浮
上槽を大幅に小型化することかてきる。
For this reason, the residence time required for the treatment is 0.6 Required residence time (hours) = 0.0945 minutes, as is clear from the following equation. In other words, the surface area is 1 m' and the effective water depth is 0.
Using a flotation tank with a length of 6 m and a residence time of 5 minutes, the total flow rate is 7 m per hour.
' can now be processed. For this reason, if you want to obtain the same processing capacity, the effective water depth of the flotation tank can be reduced to one-fourth to one-fifth of that of the conventional example, and the flotation tank can be drastically reduced. You can make it smaller.

実施例では分配散布管40の回転方向後方に約 5 6 270 ’の角度でスキムレーキ51および吸引力ラフ
52を配設しているか、この角度を例えば315〜34
0°程度まで大きくして被処理水の散布から浮上物の排
除までのタイムラグを大きくして処理能力を増大させる
こともてきる。
In the embodiment, the skim rake 51 and the suction force rough 52 are arranged at an angle of approximately 56,270' behind the distribution and dispersion pipe 40 in the rotational direction, or the angle is set at an angle of about 315 to 34, for example.
It is also possible to increase the processing capacity by increasing the angle to about 0° to increase the time lag from dispersing the water to be treated to removing floating objects.

又、実施例ては処理水の一部を空気とともに加圧して浮
上槽に循環供給することにより、加圧ポンプの摩耗など
を予防するようにしている。
Further, in the embodiment, a part of the treated water is pressurized together with air and circulated and supplied to the flotation tank, thereby preventing wear of the pressurizing pump.

第3図、第4図は第二実施例であって、第3図は装置全
体を組み立てた縦断面図、第4図は同じく平面図である
3 and 4 show a second embodiment, in which FIG. 3 is a vertical sectional view of the entire device assembled, and FIG. 4 is a plan view.

第二実施例も循環水加圧方式であり、浮上槽は角形とし
ている。平面長方形状に形成された浮上槽20の側面部
に混合室21を設け、この混合室21から流出した被処
理水を浮上槽20の液面に一端からガイド板70を用い
て供給し、前記混合室21と反対側の端部に処理水流出
ロア1及び浮上物排出ロア2を設けている。そして、無
端帯のベルトて構成され回動可能なコンベア73に設け
た第2のスキムレーキ74を浮上槽20の上部に設ける
ことにより、水面に浮上した浮上物を前記第2のスキム
レーキ74て前記浮上物排出ロア2にかき集めるように
している。
The second embodiment also uses a pressurized circulating water system, and the flotation tank is rectangular. A mixing chamber 21 is provided on the side surface of the flotation tank 20 which is formed into a rectangular shape in plan, and the water to be treated flowing out from the mixing chamber 21 is supplied from one end to the liquid surface of the flotation tank 20 using a guide plate 70, A treated water outflow lower 1 and a floating matter discharge lower 2 are provided at the end opposite to the mixing chamber 21. A second skim rake 74 provided on a rotatable conveyor 73 constituted by an endless belt is provided at the top of the flotation tank 20, so that floating objects floating on the water surface are transferred to the second skim rake 74 and floated to the surface. I try to collect the material in the waste discharge lower 2.

なお、この他の部分は第一実施例と実質的に同一の構成
であるので、同一の機能を奏する部分に同一の符号を付
してその説明を省略した。
Note that the other parts have substantially the same configuration as the first embodiment, so the same reference numerals are given to the parts that perform the same functions, and the explanation thereof is omitted.

(発明の効果) 本発明は、混合室から流出した被処理水を浮上槽の液面
に供給するようにしているために、供給された被処理水
による浮上槽内の攪拌が行なわれず、このために、浮上
槽内における浮上分離効率か向上し、浮上槽の必要表面
積及び必要水深を小さくできるとともに、処理滞留時間
をも短縮できるのて浮上槽の単位容積あたりの処理水量
を大幅に増加させることかてきるものである。。
(Effects of the Invention) In the present invention, since the water to be treated flowing out from the mixing chamber is supplied to the liquid level of the flotation tank, the supplied water to be treated does not stir the inside of the flotation tank. Therefore, the flotation separation efficiency in the flotation tank is improved, the required surface area and required water depth of the flotation tank can be reduced, and the treatment residence time can also be shortened, resulting in a significant increase in the amount of water treated per unit volume of the flotation tank. This is something that can happen. .

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

第1図、第2図は第一実施例であって、第1図は装置全
体の縦断面図、 第2図は第1図の平面図、 第3図、第4図は第二実施例であって、第3図は装置全
体の縦断面図、 第4図は第3図の平面図、 第5図は従来技術による装置の説明図。 20・・・浮上槽      21・・・混合室22・
・・処理原水供給口  23・・・加圧水供給口24・
・・処理原水槽    25・・・加圧タンク26・・
・ポンプ      27・・・流量調整弁28・・・
流量計      29・・・処理水槽30・・・加圧
水ポンプ   31・・・減圧弁32・・・流量計  
    33・・・流量調整弁34・・・薬剤槽   
   35・・・薬剤供給ポンプ36・・・薬剤攪拌手
段   37・・・空気吸入口38・・・回転筒   
   39・・・流出口40・・・分配散布管    
41・・・散布口42・・・フレーム     43・
・・駆動軸44・・・回転駆動装置   45・・・駆
動歯車46・・・従動歯車     47・・・チェー
ン48・・・シール構造    49・・・ベアリング
50・・・浮上物      51・・・スキムレーキ
52・・・吸引カップ    53・・・沈殿物除去口
 9 54・・・沈殿物レーキ 56・・・集水管 58・・・排水管 60・・・吸引管 63・・・バルブ 70・・・ガイド板 72・・・浮上物排出口 ア4・・・第2のスキムレーキ 55−・・仕切板 57・・・ゲージ管 59・・・浮上物排出ポンプ 61・・・自在継手 62・・・排出管 71・・・処理水流出口 ア3・・・コンベア
Figures 1 and 2 show the first embodiment; Figure 1 is a vertical sectional view of the entire device; Figure 2 is a plan view of Figure 1; Figures 3 and 4 are the second embodiment. 3 is a longitudinal sectional view of the entire device, FIG. 4 is a plan view of FIG. 3, and FIG. 5 is an explanatory diagram of the device according to the prior art. 20...Flotation tank 21...Mixing chamber 22.
...Treatment raw water supply port 23...Pressurized water supply port 24.
...Treatment raw water tank 25...Pressure tank 26...
・Pump 27...Flow rate adjustment valve 28...
Flow meter 29... Treated water tank 30... Pressurized water pump 31... Pressure reducing valve 32... Flow meter
33...Flow rate adjustment valve 34...Medical tank
35... Drug supply pump 36... Drug stirring means 37... Air suction port 38... Rotating cylinder
39... Outlet 40... Distribution spray pipe
41... Spraying port 42... Frame 43.
... Drive shaft 44 ... Rotation drive device 45 ... Drive gear 46 ... Followed gear 47 ... Chain 48 ... Seal structure 49 ... Bearing 50 ... Floating object 51 ... Skim rake 52... Suction cup 53... Sediment removal port 9 54... Sediment rake 56... Water collection pipe 58... Drain pipe 60... Suction pipe 63... Valve 70... Guide Plate 72...Floating object discharge port A4...Second skim rake 55-...Partition plate 57...Gauge pipe 59...Floating object discharge pump 61...Universal joint 62...Discharge pipe 71... Treated water outlet a3... Conveyor

Claims (5)

【特許請求の範囲】[Claims] (1)浮上槽と、処理原水と加圧水を底部から供給する
混合室と、前記混合室内で処理原水と加圧水が混合され
た被処理水を被処理水に含まれる浮遊物質を気泡に付着
させた状態で混合室の上部から前記浮上槽の液面に供給
する被処理水供給手段と、前記浮上槽の底部に設けた処
理水の集水口と、前記浮上槽の液面に浮上分離された浮
上物を除去する浮上物除去手段と、前記浮上槽の水面高
さを所定高さに保持させる水面高さ保持手段とを備えて
なる加圧浮上分離装置。
(1) A flotation tank, a mixing chamber in which treated raw water and pressurized water are supplied from the bottom, and treated water in which treated raw water and pressurized water are mixed in the mixing chamber, and suspended substances contained in the treated water are attached to air bubbles. a water supply means for supplying treated water from the top of the mixing chamber to the liquid level of the flotation tank; a water collection port for treated water provided at the bottom of the flotation tank; A pressurized flotation separation device comprising a floating object removing means for removing objects, and a water surface height maintaining means for maintaining the water surface height of the flotation tank at a predetermined height.
(2)浮上槽が平面円形状に形成され、前記浮上槽の中
央部分に筒状の混合室が設けられ、前記混合室の上部に
水平方向の分配散布管とスキムレーキが回転可能に設け
られ、前記スキムレーキに隣接しスキムレーキと共に回
転可能な浮上物吸引カップが設けられていることを特徴
とする請求項第1項記載の加圧浮上分離装置。
(2) a flotation tank is formed into a circular shape in plan, a cylindrical mixing chamber is provided in the center of the flotation tank, and a horizontal distribution dispersion pipe and a skim rake are rotatably provided in the upper part of the mixing chamber; 2. The pressurized flotation separation apparatus according to claim 1, further comprising a floating object suction cup adjacent to said skim rake and rotatable together with said skim rake.
(3)スキムレーキは混合室の上部に回転可能に設けた
回転筒に固定した取付棒に設けられ、浮上物吸引カップ
に対して浮上物が寄せ集められるように吸引カップに向
って傾斜していることを特徴とする請求項第2項記載の
加圧浮上分離装置。
(3) The skim rake is installed on a mounting rod fixed to a rotary tube that is rotatably installed in the upper part of the mixing chamber, and is tilted toward the suction cup so that floating objects are collected against the suction cup. The pressurized flotation separation device according to claim 2, characterized in that:
(4)分配散布管とスキムレーキとの取付角度は、分配
散布管の回転方向後方に270°以上の角度でスキムレ
ーキが配設されていることを特徴とする請求項第2項お
よび第3項の何れかに記載の加圧浮上分離装置。
(4) The attachment angle between the distribution and dispersion pipe and the skim rake is such that the skim rake is disposed at an angle of 270° or more at the rear in the rotation direction of the distribution and dispersion pipe. Pressure flotation separation device according to any one of the above.
(5)浮上槽が平面角形に形成され、前記浮上槽の側部
に筒状の混合室が設けられ、前記浮上槽の上部に無端帯
ベルトのコンベアに設けた第2のスキムレーキがコンベ
アの回動によって回動可能に設けられ、前記浮上槽にお
ける混合室の反対側に浮上物排出口が設けられているこ
とを特徴とする請求項第1項記載の加圧浮上分離装置。
(5) The flotation tank is formed into a planar rectangular shape, a cylindrical mixing chamber is provided on the side of the flotation tank, and a second skim rake provided on an endless belt conveyor is installed above the flotation tank to rotate the conveyor. 2. The pressurized flotation separation device according to claim 1, wherein the pressure flotation separation device is rotatable by movement, and a flotation material discharge port is provided on the opposite side of the mixing chamber in the flotation tank.
JP2031188A 1990-02-09 1990-02-09 Pressure levitation separator Expired - Lifetime JPH0688019B2 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
JP2031188A JPH0688019B2 (en) 1990-02-09 1990-02-09 Pressure levitation separator
EP91101161A EP0441230B1 (en) 1990-02-09 1991-01-29 Apparatus for separation by pressurization and flotation
DE69102785T DE69102785T2 (en) 1990-02-09 1991-01-29 Device for separation by pressurization and flotation.
KR1019910001766A KR910021262A (en) 1990-02-09 1991-02-01 Pressure Floating Separator
US07/653,088 US5139662A (en) 1990-02-09 1991-02-08 Apparatus for clarifying water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2031188A JPH0688019B2 (en) 1990-02-09 1990-02-09 Pressure levitation separator

Publications (2)

Publication Number Publication Date
JPH03238080A true JPH03238080A (en) 1991-10-23
JPH0688019B2 JPH0688019B2 (en) 1994-11-09

Family

ID=12324464

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2031188A Expired - Lifetime JPH0688019B2 (en) 1990-02-09 1990-02-09 Pressure levitation separator

Country Status (1)

Country Link
JP (1) JPH0688019B2 (en)

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JP2008514398A (en) * 2004-09-28 2008-05-08 コヴィテク インジェニエーアゲゼルシャフト フューア ヴァッサーテヒニック エムベーハー Waste water purification apparatus and method
JP2010005519A (en) * 2008-06-26 2010-01-14 Japan Organo Co Ltd Floatation separation apparatus
US7958652B2 (en) * 2005-01-07 2011-06-14 Bissell Homecare Inc. Extraction cleaning with plenum and air outlets facilitating air flow drying
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KR100794324B1 (en) * 2005-08-09 2008-01-11 이희권 Dissolved Air Flotation System

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Publication number Priority date Publication date Assignee Title
JP2008514398A (en) * 2004-09-28 2008-05-08 コヴィテク インジェニエーアゲゼルシャフト フューア ヴァッサーテヒニック エムベーハー Waste water purification apparatus and method
US7958652B2 (en) * 2005-01-07 2011-06-14 Bissell Homecare Inc. Extraction cleaning with plenum and air outlets facilitating air flow drying
JP2010005519A (en) * 2008-06-26 2010-01-14 Japan Organo Co Ltd Floatation separation apparatus
JP2013056344A (en) * 2012-11-21 2013-03-28 Japan Organo Co Ltd Floatation separation apparatus

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