JP2009119338A - Dissolved air floatation system - Google Patents

Dissolved air floatation system Download PDF

Info

Publication number
JP2009119338A
JP2009119338A JP2007294542A JP2007294542A JP2009119338A JP 2009119338 A JP2009119338 A JP 2009119338A JP 2007294542 A JP2007294542 A JP 2007294542A JP 2007294542 A JP2007294542 A JP 2007294542A JP 2009119338 A JP2009119338 A JP 2009119338A
Authority
JP
Japan
Prior art keywords
tank
water
pressurized
gas
levitation
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
JP2007294542A
Other languages
Japanese (ja)
Other versions
JP4930340B2 (en
Inventor
Mitsuharu Terajima
光春 寺嶋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP2007294542A priority Critical patent/JP4930340B2/en
Publication of JP2009119338A publication Critical patent/JP2009119338A/en
Application granted granted Critical
Publication of JP4930340B2 publication Critical patent/JP4930340B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide a dissolved air floatation system which can prevent bad odors from the system by using no equipment or by using only very simple equipment. <P>SOLUTION: Flocculation-treated water flows into a mixing chamber 20 through an outflow port 16 and an ascending passage 27. Water is pulled out from the lower part of a floatation chamber 30 through piping 21, and a gas from a floatation tank 4 is pressurized and dissolved in the water by a pressurized water production device 22 to obtain pressurized water. This pressurized water is supplied to a nozzle 23. The flocculation-treated water and the pressurized water are sufficiently mixed, and fine bubbles generated from the pressurized water adhere sufficiently to coagulated flocs. The flocs are supplied to the floatation chamber 30 to be efficiently separated by floatation. A cover 40 is installed so as to cover the floatation tank 4 from above, and piping 41 is laid so as to introduce the gas in the upper part of the floatation tank 4 to the pressurized water production device 22. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は懸濁物質(SS)を含んだ水から該SSを加圧浮上分離処理する装置に係り、特に浮上槽で発生するガスを加圧水のガス源として利用するようにした加圧浮上装置に関する。   TECHNICAL FIELD The present invention relates to an apparatus for subjecting SS to water containing suspended solids (SS) by pressure levitation separation, and more particularly, to a pressure levitation apparatus that utilizes gas generated in a levitation tank as a gas source of pressurized water. .

SSを含んだ水の処理装置として、原水に加圧水を別々に又は混合して浮上槽に供給し、槽内で原水中のSSをマイクロエアに吸着させて水面に浮上させる加圧浮上装置がある(例えば下記特許文献1,2)。
特開2006−218381号 特開2007−196116号
As a treatment apparatus for water containing SS, there is a pressurized levitation apparatus that feeds pressurized water separately or mixed to raw water to a floating tank, and adsorbs SS in the raw water to micro air in the tank to float on the water surface. (For example, Patent Documents 1 and 2 below).
JP 2006-218281 JP 2007-196116 A

加圧浮上装置の浮上槽からは、加圧水や被処理水に由来するガスが発生する。このガスは、加圧浮上装置から臭気が発生する原因となっていた。これを防ぐには、別途臭気ガス処理設備を要した。   A gas derived from pressurized water or water to be treated is generated from the levitation tank of the pressurized levitation device. This gas has caused odors from the pressurized levitation device. To prevent this, a separate odor gas treatment facility was required.

本発明は、臭気ガス処理設備を用いることなく、又は極く簡易な臭気ガス処理設備を用いるだけで加圧浮上装置からの臭気を防止することができる加圧浮上装置を提供することを目的とする。   It is an object of the present invention to provide a pressurized levitation device that can prevent odors from a pressurized levitation device without using an odor gas treatment facility or by using an extremely simple odor gas treatment facility. To do.

請求項1の加圧浮上装置は、ガスが水に加圧溶解された加圧水を製造するための加圧水製造装置と、加圧水と被処理水とが別々に又は混合されて導入される浮上槽とを有する加圧浮上装置において、該浮上槽の上部のガスを前記加圧水製造装置に導く手段を備えたことを特徴とするものである。   The pressurized flotation device according to claim 1 includes a pressurized water production device for producing pressurized water in which a gas is pressurized and dissolved in water, and a floating tank into which the pressurized water and the water to be treated are introduced separately or mixed. The pressurized levitation apparatus has a means for guiding the gas in the upper part of the levitation tank to the pressurized water production apparatus.

請求項2の加圧浮上装置は、請求項1において、前記浮上槽の上部を囲むカバーが設けられており、該カバー内のガスを前記加圧水製造装置へ導くように構成したことを特徴とするものである。   According to a second aspect of the present invention, there is provided a pressurized levitation apparatus according to the first aspect, wherein a cover surrounding the upper portion of the levitation tank is provided, and the gas in the cover is guided to the pressurized water producing apparatus. Is.

請求項3の加圧浮上装置は、請求項2において、前記カバー内と大気とを連通する連通部を備えたことを特徴とするものである。   According to a third aspect of the present invention, the pressurized levitation apparatus according to the second aspect further includes a communication portion that communicates the inside of the cover with the atmosphere.

請求項4の加圧浮上装置は、請求項3において、該連通部に、前記加圧水製造装置の運転時に開となり、前記加圧水製造装置の運転停止時に閉となる開閉手段が設けられていることを特徴とするものである。   According to a fourth aspect of the present invention, there is provided the pressurization flotation device according to the third aspect, wherein the communicating portion is provided with an opening / closing means that is opened when the pressurized water production apparatus is in operation and closed when the pressurized water production apparatus is stopped. It is a feature.

請求項5の加圧浮上装置は、請求項2ないし4のいずれか1項において、前記浮上槽に前記被処理水として凝集処理水を供給する凝集処理槽が設けられており、該凝集処理槽の上部のガスを前記カバー内又は前記加圧水製造装置へ導くガス流路が設けられていることを特徴とするものである。   The pressure levitation apparatus according to claim 5 is the flocculation treatment tank according to any one of claims 2 to 4, further comprising a flocculation treatment tank for supplying the flocculation treatment water as the treated water to the levitation tank. The gas flow path which guides the gas of the upper part of this to the said cover or the said pressurized water manufacturing apparatus is provided.

本発明の加圧浮上装置にあっては、浮上槽内の水から分離すること等によって浮上槽内で発生した臭気を含むガスが加圧水製造装置に導かれるため、臭気が加圧浮上装置外に漏れることが防止ないし抑制される。   In the pressurized levitation apparatus of the present invention, the gas containing odor generated in the levitation tank by being separated from the water in the levitation tank is guided to the pressurized water production apparatus, so that the odor is outside the pressure levitation apparatus. Leakage is prevented or suppressed.

請求項2のように、浮上槽の上部を囲むカバーを設け、このカバー内のガスを配管等によって加圧水製造装置へ導くことにより、加圧浮上装置外への臭気の漏れが十分に防止される。   As described in claim 2, by providing a cover surrounding the upper part of the levitation tank and guiding the gas in the cover to the pressurized water production apparatus by piping or the like, leakage of odor outside the pressurized levitation apparatus is sufficiently prevented. .

なお、一般的な浮上槽のガス収支を考察すると、浮上槽からの処理水にはガスが溶解しており、また分離されるスカムには気泡が付着しているので、浮上槽の水面から離脱するガス量は、加圧水に溶解して浮上槽に持ち込まれるガス量よりも少ない。そのため、請求項2のように、カバー付き浮上槽を備えた加圧浮上装置を運転すると、カバー内は負圧となる。そこで、請求項3のように、カバー内と大気とを連通することにより、加圧水製造装置の運転時に大気をカバー内に流入させ、この負圧を解消するよう構成することが好ましい。   When considering the gas balance of a typical levitation tank, gas is dissolved in the treated water from the levitation tank, and bubbles are attached to the separated scum. The amount of gas to be dissolved is less than the amount of gas dissolved in pressurized water and brought into the levitation tank. For this reason, when the pressurized levitation apparatus including the levitation tank with the cover is operated as in claim 2, the inside of the cover becomes negative pressure. Therefore, it is preferable that the interior of the cover and the atmosphere are communicated as in claim 3 so that the atmosphere flows into the cover during operation of the pressurized water producing apparatus and the negative pressure is eliminated.

なお、大気への臭気の放散を防ぐために、この連通部に逆止弁や開閉弁などを設けてもよい。特に、請求項4のように加圧水製造装置の運転時には開となり、運転停止時には閉となる開閉手段を連通部に設けることにより、大気への臭気の放散を確実に防止することができる。   In order to prevent the odor from being diffused into the atmosphere, a check valve, an on-off valve, or the like may be provided at the communication portion. In particular, by providing an open / close means in the communicating portion that is open when the pressurized water producing apparatus is in operation and closed when the operation is stopped, odor emission to the atmosphere can be reliably prevented.

浮上槽に被処理水として凝集処理水を導入する場合、凝集処理槽においても臭気含有ガスが発生することがある。そこで、請求項5のように、凝集処理槽の上部のガスを浮上槽を経て又は直接的に加圧水製造装置へ導くことにより、凝集処理層からの臭気を防止することができる。   When the coagulated water is introduced into the levitation tank as the water to be treated, odor-containing gas may be generated in the coagulation tank. Therefore, as described in claim 5, odor from the coagulation treatment layer can be prevented by introducing the gas in the upper part of the coagulation treatment tank to the pressurized water production apparatus via the floating tank or directly.

以下、図面を参照して実施の形態について説明する。第1図は実施の形態に係る加圧浮上分離装置の長手方向の縦断面図である。   Hereinafter, embodiments will be described with reference to the drawings. FIG. 1 is a longitudinal sectional view in the longitudinal direction of a pressure levitation separator according to an embodiment.

平面視形状が略長方形の槽体3内が、仕切壁1及び隔壁2によって区画されることにより、凝集槽10、混合室20及び浮上分離室30がこの順に形成されている。この実施の形態では、この混合室20及び浮上分離室30によって浮上槽4が構成されている。仕切壁1及び隔壁2は槽体3の短手方向すなわち幅方向に延設されている。   The inside of the tank body 3 having a substantially rectangular shape in plan view is partitioned by the partition wall 1 and the partition wall 2, so that the aggregation tank 10, the mixing chamber 20, and the floating separation chamber 30 are formed in this order. In this embodiment, the mixing tank 20 and the floating separation chamber 30 constitute the floating tank 4. The partition wall 1 and the partition wall 2 are extended in the short side direction, that is, the width direction of the tank body 3.

仕切壁1の下部に、凝集処理水の流出口16が形成されている。仕切壁1の上端は、槽体3及び凝集槽10の水面より上方に延出している。   At the lower part of the partition wall 1, an outlet 16 for the agglomerated treated water is formed. The upper end of the partition wall 1 extends upward from the water surface of the tank body 3 and the aggregation tank 10.

隔壁2は、槽体3の底面から立設され、その上端は槽体3の水面よりも下位となっている。   The partition wall 2 is erected from the bottom surface of the tank body 3, and the upper end thereof is lower than the water surface of the tank body 3.

各壁1,2は槽体3の両側面に連なっている。   Each wall 1, 2 is connected to both side surfaces of the tank body 3.

凝集槽10へは、原水配管11を介して原水が導入されると共に、凝集剤及びアルカリ剤が各々の供給配管12,13を介して供給可能とされている。凝集槽10内の水のpHを検知するためのpH計(図示略)が設置され、このpH計の検出値が所定範囲となるようにアルカリ剤薬注ポンプ(図示略)が作動される。   The raw water is introduced into the coagulation tank 10 through the raw water pipe 11, and the coagulant and the alkali agent can be supplied through the supply pipes 12 and 13. A pH meter (not shown) for detecting the pH of water in the coagulation tank 10 is installed, and the alkaline agent injection pump (not shown) is operated so that the detected value of the pH meter falls within a predetermined range.

凝集剤としてはPAC等の無機凝集剤の他、各種の有機凝集剤も用いることができ、2種以上の凝集剤を併用してもよい。凝集剤は、凝集剤薬注ポンプ(図示略)によって所定量添加される。凝集槽10内の水は撹拌機15によって静かに撹拌され、凝集処理される。   As the flocculant, various organic flocculants as well as inorganic flocculants such as PAC can be used, and two or more flocculants may be used in combination. A predetermined amount of the flocculant is added by a flocculant drug pump (not shown). The water in the agglomeration tank 10 is gently agitated by the agitator 15 and agglomerated.

凝集処理水は、流出口16及び上昇流路17を通って混合室20に流入する。混合室20内には、上昇流路17の上方において仕切壁1から隔壁2へ向って張り出すガイド板18が設けられている。そのため、凝集処理水は、このガイド板18によって流れ方向を略水平方向に変更され、該混合室20内を槽体3の底面に沿って流れる。この槽体3の底面のうち、幅方向中央かつ隔壁2に比較的近接して、加圧水吐出用のノズル23が設けられている。ノズル23の先端は、槽体3の底面から若干突出しているが、これに限定されるものではない。   The agglomerated water flows into the mixing chamber 20 through the outlet 16 and the rising channel 17. A guide plate 18 is provided in the mixing chamber 20 so as to project from the partition wall 1 toward the partition wall 2 above the ascending flow path 17. Therefore, the agglomerated water is changed in the flow direction to a substantially horizontal direction by the guide plate 18 and flows along the bottom surface of the tank body 3 in the mixing chamber 20. A nozzle 23 for discharging pressurized water is provided in the bottom surface of the tank body 3 in the center in the width direction and relatively close to the partition wall 2. The tip of the nozzle 23 slightly protrudes from the bottom surface of the tank body 3, but is not limited to this.

この実施の形態では、浮上分離室30内の下部から配管21を介して水を取り出し、加圧水製造装置22にて浮上槽4からのガスを加圧溶解させて加圧水とし、この加圧水をノズル23へ供給する。ここでは、浮上分離室30内の下部から加圧水用の水を取り出しているが、工水や後述の配管35からの清浄水を取り出して用いてもよく、特に限定されるものではない。   In this embodiment, water is taken out from the lower part of the floating separation chamber 30 through the pipe 21, the gas from the floating tank 4 is pressurized and dissolved in the pressurized water production apparatus 22 to form pressurized water, and this pressurized water is supplied to the nozzle 23. Supply. Here, although the water for pressurized water is taken out from the lower part in the levitation separation chamber 30, the working water or clean water from the pipe 35 described later may be taken out and used, and is not particularly limited.

この実施の形態では、ノズル23は、後述する傾斜した隔壁上部2bの鉛直下方領域に配置されている。また、この実施の形態では、ノズル23は槽体3の底面の幅方向の中央に1個のみ設けられているが、複数個設けられてもよい。   In this embodiment, the nozzle 23 is disposed in a vertically lower region of an inclined partition upper portion 2b described later. In this embodiment, only one nozzle 23 is provided in the center of the bottom surface of the tank body 3 in the width direction, but a plurality of nozzles 23 may be provided.

凝集槽10からの凝集処理水とノズル23からの加圧水とは混ざり合いながら主として隔壁2の幅方向中央付近に沿って上昇する。隔壁2は、上部2bを除き略鉛直な(好ましくは、鉛直面に対し±10゜以内の)鉛直部2aとなっており、該上部2bは仕切壁1側へ傾斜している。   The agglomerated water from the agglomeration tank 10 and the pressurized water from the nozzle 23 rise mainly along the vicinity of the center in the width direction of the partition wall 2 while being mixed. The partition wall 2 is a vertical part 2a that is substantially vertical (preferably within ± 10 ° with respect to the vertical surface) except for the upper part 2b, and the upper part 2b is inclined toward the partition wall 1 side.

上記上昇流は、隔壁2の鉛直部2aに沿って略鉛直上方へ向って流れる。この上昇流は、次いで、傾斜した隔壁上部2bに案内されて仕切壁1側へ流れ方向を変え、仕切壁1の近傍に到ると該隔壁1に沿って下降する下降流となる。隔壁1の下部にまで流れてきた下降流は、凝集槽10からの凝集処理水と合流しながら槽体3の底面を隔壁2へ向って流れる。このようにして、混合室20内に上下方向の循環流が形成される。そして、循環している間に、凝集処理水と加圧水とが十分に混合され、凝集フロックに対し加圧水から生じた微細な気泡が十分に付着する。   The upward flow flows substantially vertically upward along the vertical portion 2 a of the partition wall 2. Next, the upward flow is guided by the inclined partition upper part 2 b to change the flow direction toward the partition wall 1, and becomes a downward flow that descends along the partition wall 1 when reaching the vicinity of the partition wall 1. The downward flow that has flowed to the lower part of the partition wall 1 flows toward the partition wall 2 on the bottom surface of the tank body 3 while joining with the agglomeration treatment water from the aggregation tank 10. In this way, a circulating flow in the vertical direction is formed in the mixing chamber 20. During the circulation, the agglomerated water and the pressurized water are sufficiently mixed, and fine bubbles generated from the pressurized water sufficiently adhere to the agglomerated floc.

このようにフロックに気泡が十分に付着した後、フロックが浮上分離室30へ供給され、フロックが効率よく浮上分離される。   After the bubbles are sufficiently attached to the floc in this way, the floc is supplied to the floating separation chamber 30, and the floc is efficiently floated and separated.

浮上したフロックは、スキマーやスクレーバ等のかき取り機31によってスラッジ受入室32へ排出され、排出管33を介して取り出される。   The floated flock is discharged to a sludge receiving chamber 32 by a scraper 31 such as a skimmer or a scraper and taken out via a discharge pipe 33.

なお、浮上分離室30内で沈降したスラッジは、配管34を介して排出される。   The sludge that has settled in the floating separation chamber 30 is discharged through the pipe 34.

清浄水は、浮上分離室30の上下方向の途中から配管35によって抜き出され、水位調整槽36及び取出配管37を介して取り出される。この水位調整槽36は、槽体3内の水位を調整するためのものである。   The clean water is extracted from the midway in the vertical direction of the floating separation chamber 30 by the pipe 35 and is taken out via the water level adjusting tank 36 and the extraction pipe 37. The water level adjustment tank 36 is for adjusting the water level in the tank body 3.

この実施の形態では、混合室20及び浮上分離室30よりなる浮上槽4を上側から覆うようにカバー40が設置され、浮上槽4内の水面の上側の空間を大気と隔離している。この浮上槽4内の上部のガスを加圧水製造装置22へ導くように配管41が引き回されている。加圧水製造装置22を運転すると、浮上槽4内のガスが加圧水製造装置22において水に溶解される。このように、浮上槽4内で発生したガスを循環させるため、臭気が外部に漏れることがなく、臭気ガス処理設備を用いることなく、加圧浮上装置からの臭気を防止ないし抑制することができる。   In this embodiment, a cover 40 is installed so as to cover the floating tank 4 including the mixing chamber 20 and the floating separation chamber 30 from above, and the space above the water surface in the floating tank 4 is isolated from the atmosphere. A pipe 41 is routed so as to guide the gas in the upper part of the floating tank 4 to the pressurized water production apparatus 22. When the pressurized water production apparatus 22 is operated, the gas in the levitation tank 4 is dissolved in water in the pressurized water production apparatus 22. Thus, since the gas generated in the levitation tank 4 is circulated, the odor does not leak to the outside, and the odor from the pressurized levitation device can be prevented or suppressed without using the odor gas treatment equipment. .

第2図は第2の実施の形態に係る加圧浮上装置の断面図である。   FIG. 2 is a cross-sectional view of a pressure levitation apparatus according to a second embodiment.

この実施の形態では、カバー40Aは凝集槽10の上側にまで延設され、凝集槽10の水面よりも上側の空間を大気と隔離している。なお、仕切壁1の上端とカバー40Aとの間には通気間隙があいている。   In this embodiment, the cover 40 </ b> A extends to the upper side of the aggregation tank 10 and isolates the space above the water surface of the aggregation tank 10 from the atmosphere. A ventilation gap is provided between the upper end of the partition wall 1 and the cover 40A.

このため、凝集槽10内の上部のガスも浮上槽4を介して加圧水製造装置22へ送られるようになり、凝集槽10からの臭気も防止される。   For this reason, the gas of the upper part in the coagulation tank 10 is also sent to the pressurized water manufacturing apparatus 22 via the floating tank 4, and the odor from the coagulation tank 10 is also prevented.

なお、第2図では凝集槽10からのガスを浮上槽4を経由して加圧水製造装置22へ送るようにしているが、配管を介して直接に加圧水製造装置22へ送るようにしてもよい。   In FIG. 2, the gas from the coagulation tank 10 is sent to the pressurized water production apparatus 22 via the levitation tank 4, but may be sent directly to the pressurized water production apparatus 22 via a pipe.

第3図は、第1図の加圧浮上装置において、カバー40の下側の空間部を大気に連通させる連通管42を設け、この連通管42に開閉弁43を設けたものである。   FIG. 3 shows a pressurized levitation apparatus of FIG. 1 in which a communication pipe 42 is provided for communicating the space below the cover 40 to the atmosphere, and an open / close valve 43 is provided on the communication pipe 42.

前述の通り、第1図の加圧浮上装置では、加圧水製造装置22を運転した場合、加圧水に伴って浮上槽4へ送り込まれたガスの一部は、処理水に溶解したり、スラッジに気泡として付着する。このため、第1図の加圧浮上装置では、配管41で返送されるガス量は、加圧水と共に浮上槽4へ送り込まれるガス量よりも少なく、加圧水製造装置22を運転すると浮上槽4内が負圧になる。   As described above, in the pressurized levitation apparatus of FIG. 1, when the pressurized water production apparatus 22 is operated, a part of the gas sent to the levitation tank 4 along with the pressurized water is dissolved in the treated water or bubbles in the sludge. Adhere as. For this reason, in the pressurized levitation device of FIG. 1, the amount of gas returned by the pipe 41 is smaller than the amount of gas sent to the levitation tank 4 together with the pressurized water, and the inside of the levitation tank 4 is negative when the pressurized water production apparatus 22 is operated. Become pressure.

第3図の加圧浮上装置では、加圧水製造装置22の運転時に開閉弁43を開けて大気を流入させることにより、この負圧を解消することができる。また、加圧水製造装置22の運転停止時には開閉弁43を閉とすることにより、臭気ガスが大気へ放散することが防止される。   In the pressurized levitation apparatus of FIG. 3, the negative pressure can be eliminated by opening the on-off valve 43 and allowing the atmosphere to flow in during the operation of the pressurized water production apparatus 22. Moreover, when the operation of the pressurized water production apparatus 22 is stopped, the on-off valve 43 is closed to prevent the odor gas from being diffused to the atmosphere.

なお、このような臭気ガスの放散防止のために、開閉弁43の代わりに逆止弁や封水トラップなどの逆流防止手段を設けてもよい。逆流防止手段の代わりにエアフィルタなどを設けてもよい。また、連通管42の管径が小さい場合などには、逆流防止手段を省略してもよい。   In order to prevent the odor gas from diffusing, a backflow prevention means such as a check valve or a sealing trap may be provided in place of the on-off valve 43. An air filter or the like may be provided instead of the backflow prevention means. Further, when the pipe diameter of the communication pipe 42 is small, the backflow prevention means may be omitted.

第4図のように、開閉弁43が加圧水製造装置22の運転と連動して開閉するよう構成してもよい。符号44はそのための信号線を示す。   As shown in FIG. 4, the open / close valve 43 may be configured to open and close in conjunction with the operation of the pressurized water producing apparatus 22. Reference numeral 44 denotes a signal line for this purpose.

なお、第2図のようにカバー40Aを凝集槽10まで延設した態様においても、第3,4図のように大気連通手段を設けてもよい。   In the embodiment in which the cover 40A extends to the agglomeration tank 10 as shown in FIG. 2, atmospheric communication means may be provided as shown in FIGS.

以下、第5図〜第8図を参照して、フィードウェルを備えた型式の加圧浮上装置の実施の形態について説明する。第5図はかかる実施の形態に係る加圧浮上装置の縦断面図である。   Hereinafter, an embodiment of a pressurized levitation apparatus having a feed well will be described with reference to FIGS. FIG. 5 is a longitudinal sectional view of the pressure levitation apparatus according to this embodiment.

この加圧浮上装置では、浮上槽50の円形の槽体51の内周に沿って内槽52が設けられ、槽体51と内槽52との間を処理水が上昇可能となっている。この槽体51の中心部にフィードウェル60が立設されており、このフィードウェル60に原水流入管53が接線方向に接続され、この原水流入管53に加圧水流入管54を介して加圧水製造装置70が接続されている。なお、この実施の形態では、原水は凝集槽90(第5図では図示略。後述の第6図参照)からの凝集処理水である。   In this pressurized levitation device, an inner tank 52 is provided along the inner periphery of the circular tank body 51 of the levitation tank 50, and the treated water can rise between the tank body 51 and the inner tank 52. A feed well 60 is erected at the center of the tank body 51, a raw water inflow pipe 53 is connected to the feed well 60 in a tangential direction, and a pressurized water producing apparatus is connected to the raw water inflow pipe 53 via a pressurized water inflow pipe 54. 70 is connected. In this embodiment, the raw water is coagulated water from the coagulation tank 90 (not shown in FIG. 5; see FIG. 6 described later).

原水と加圧水は流入管53,54よりフィードウェル60を通って浮上槽内に流入して固液分離が行われる。処理水は内槽52の下端を回り込んで内槽52と槽体51との間を上昇し、処理水トラフ55より処理水槽80へ排出される。一方、浮上スカムはスカムレーキ(スキマー)56により掻き寄せられてスカムボックス58に落とし込まれ、排出口(図示せず。)から排出される。57はスカムレーキ56の駆動用のモータを示す。槽体51の底部には排泥管59が接続されている。   The raw water and the pressurized water flow into the levitation tank through the feed well 60 from the inflow pipes 53 and 54, and solid-liquid separation is performed. The treated water goes around the lower end of the inner tank 52, rises between the inner tank 52 and the tank body 51, and is discharged from the treated water trough 55 to the treated water tank 80. On the other hand, the floating scum is scraped by a scum rake (skimmer) 56, dropped into a scum box 58, and discharged from a discharge port (not shown). Reference numeral 57 denotes a motor for driving the scum rake 56. A drainage pipe 59 is connected to the bottom of the tank body 51.

この実施の形態では、処理水槽80から配管81を介して水を取り出し、加圧水製造装置70にて浮上槽50からのガスを加圧溶解させて加圧水とし、この加圧水を配管54へ供給する。なお、配管81に流量計82が設けられている。ここでは、処理水を加圧水用の水として用いているが、工水など用いてもよく、特に限定されるものではない。   In this embodiment, water is taken out from the treated water tank 80 through the pipe 81, and the gas from the floating tank 50 is pressurized and dissolved in the pressurized water manufacturing apparatus 70 to form pressurized water, and this pressurized water is supplied to the pipe 54. The pipe 81 is provided with a flow meter 82. Here, treated water is used as water for pressurized water, but industrial water or the like may be used and is not particularly limited.

この実施の形態では、浮上槽50を上側から覆うようにカバー71が設置され、浮上槽50内の水面の上側の空間を大気と隔離している。この浮上槽50内の上部のガスを加圧水製造装置70へ導くように配管72が引き回されている。この配管72に流量計73が設けられている。加圧水製造装置70を運転すると、浮上槽50内のガスが加圧水製造装置70において水に溶解される。このように、浮上槽50内で発生したガスを循環させるため、臭気が外部に漏れることがなく、臭気ガス処理設備を用いることなく、加圧浮上装置からの臭気を防止ないし抑制することができる。   In this embodiment, a cover 71 is installed so as to cover the floating tank 50 from above, and the space above the water surface in the floating tank 50 is isolated from the atmosphere. A pipe 72 is routed so as to guide the gas in the upper part of the floating tank 50 to the pressurized water production apparatus 70. The pipe 72 is provided with a flow meter 73. When the pressurized water production apparatus 70 is operated, the gas in the levitation tank 50 is dissolved in water in the pressurized water production apparatus 70. Thus, since the gas generated in the levitation tank 50 is circulated, the odor does not leak to the outside, and the odor from the pressurized levitation device can be prevented or suppressed without using the odor gas treatment equipment. .

第6図は凝集槽90のガスも加圧水製造装置70へ送るようにした加圧浮上装置の断面図である。   FIG. 6 is a cross-sectional view of a pressurized levitation apparatus in which the gas in the coagulation tank 90 is also sent to the pressurized water production apparatus 70.

凝集槽90へは、原水配管91を介して原水が導入されると共に、凝集剤及びアルカリ剤が各々の供給配管92,93を介して供給可能とされている。凝集槽90内の水のpHを検知するためのpH計(図示略)が設置され、このpH計の検出値が所定範囲となるようにアルカリ剤薬注ポンプ(図示略)が作動される。   The raw water is introduced into the coagulation tank 90 through the raw water pipe 91, and the coagulant and the alkali agent can be supplied through the supply pipes 92 and 93. A pH meter (not shown) for detecting the pH of water in the coagulation tank 90 is installed, and an alkaline agent injection pump (not shown) is operated so that the detected value of the pH meter falls within a predetermined range.

凝集剤としてはPAC等の無機凝集剤の他、各種の有機凝集剤も用いることができ、2種以上の凝集剤を併用してもよい。凝集剤は、凝集剤薬注ポンプ(図示略)によって所定量添加される。凝集槽90内の水は撹拌機94によって静かに撹拌され、凝集処理される。   As the flocculant, various organic flocculants as well as inorganic flocculants such as PAC can be used, and two or more flocculants may be used in combination. A predetermined amount of the flocculant is added by a flocculant drug pump (not shown). The water in the coagulation tank 90 is gently agitated by the agitator 94 and coagulated.

凝集槽90の上側カバー95が設置され、凝集槽90の水面よりも上側の空間を大気と隔離している。この凝集槽90の上部と浮上槽50の上部とが配管96で連通されている。   An upper cover 95 of the coagulation tank 90 is installed, and a space above the water surface of the coagulation tank 90 is isolated from the atmosphere. The upper part of the aggregation tank 90 and the upper part of the levitation tank 50 are communicated with each other by a pipe 96.

このため、凝集槽90内の上部のガスも配管96及び浮上槽50を介して加圧水製造装置70へ送られるようになり、凝集槽90からの臭気も防止される。   For this reason, the gas in the upper part in the coagulation tank 90 is also sent to the pressurized water production apparatus 70 via the pipe 96 and the floating tank 50, and the odor from the coagulation tank 90 is also prevented.

なお、第6図では凝集槽90からのガスを浮上槽50を経由して加圧水製造装置70へ送るようにしているが、配管を介して直接に加圧水製造装置70へ送るようにしてもよい。   In FIG. 6, the gas from the coagulation tank 90 is sent to the pressurized water production apparatus 70 via the floating tank 50, but may be sent directly to the pressurized water production apparatus 70 via a pipe.

第7図は、第6図の加圧浮上装置において、カバー71の下側の空間部を大気に連通させる連通管97を設け、この連通管97に開閉弁98を設けたものである。   FIG. 7 shows a pressurized levitation apparatus of FIG. 6 in which a communication pipe 97 is provided for communicating the space below the cover 71 to the atmosphere, and an open / close valve 98 is provided on the communication pipe 97.

第7図の加圧浮上装置では、加圧水製造装置70の運転時に開閉弁98を開けて大気を流入させることにより、浮上層50内の負圧を解消することができる。また、加圧水製造装置70の運転停止時には開閉弁98を閉とすることにより、臭気ガスが大気へ放散することが防止される。   In the pressurized levitation apparatus shown in FIG. 7, the negative pressure in the levitation layer 50 can be eliminated by opening the on-off valve 98 and allowing the atmosphere to flow in during the operation of the pressurized water production apparatus 70. Further, by closing the on-off valve 98 when the operation of the pressurized water production apparatus 70 is stopped, the odor gas is prevented from being diffused to the atmosphere.

なお、このような臭気ガスの放散防止のために、開閉弁98の代わりに逆止弁や封水トラップなどの逆流防止手段を設けてもよい。逆流防止手段の代わりにエアフィルタなどを設けてもよい。また、連通管97の管径が小さい場合などには、逆流防止手段を省略してもよい。   In order to prevent such odor gas from being diffused, a backflow prevention means such as a check valve or a sealing trap may be provided in place of the on-off valve 98. An air filter or the like may be provided instead of the backflow prevention means. In addition, when the diameter of the communication pipe 97 is small, the backflow prevention means may be omitted.

第8図のように、開閉弁98が加圧水製造装置70の運転と連動して開閉するよう構成してもよい。符号99はそのための信号線を示す。   As shown in FIG. 8, the on-off valve 98 may be configured to open and close in conjunction with the operation of the pressurized water producing apparatus 70. Reference numeral 99 denotes a signal line for this purpose.

本発明において、加圧水製造装置としては、例えば、渦流ポンプ方式やコンプレッサ方式などのものを採用することができる。   In the present invention, as the pressurized water production apparatus, for example, a vortex pump system or a compressor system can be adopted.

第9図(a)は渦流ポンプ方式の加圧水製造装置22Aの模式図である。この方式においては、配管21または配管81からの水と、配管41または配管72からのガスを混合して渦流ポンプ101により溶解タンク102に送り、加圧下で十分に気液を混合させる。溶解タンク102にて十分に混合された水とガスは配管104を介して気液分離槽103に送られ、余剰ガスが生じた場合には、余剰ガスを配管105を介して浮上槽の気相部へ戻すか別途処理して大気放散する。十分にガスを含んだ加圧水は気液分離槽103からノズル23または流入管54へ送られる。なお、溶解タンク102は省略されてもよく、渦流ポンプ101にて気液分離槽103に水とガスを導入するようにしてもよい。   FIG. 9 (a) is a schematic view of a vortex pump type pressurized water production apparatus 22A. In this method, the water from the pipe 21 or the pipe 81 and the gas from the pipe 41 or the pipe 72 are mixed and sent to the dissolution tank 102 by the vortex pump 101 to sufficiently mix the gas and liquid under pressure. Water and gas sufficiently mixed in the dissolution tank 102 are sent to the gas-liquid separation tank 103 via the pipe 104, and when surplus gas is generated, the surplus gas is vaporized in the levitation tank via the pipe 105. Return to the department or process separately to dissipate into the atmosphere. Pressurized water sufficiently containing gas is sent from the gas-liquid separation tank 103 to the nozzle 23 or the inflow pipe 54. The dissolution tank 102 may be omitted, and water and gas may be introduced into the gas-liquid separation tank 103 by the vortex pump 101.

第9図(b)はコンプレッサ方式の加圧水製造装置22Bの模式図である。この方式においては、配管21または配管81からの水をポンプ107で気液分離槽103に送るとともに、配管41または配管72からのガスをコンプレッサ108にて気液分離槽103に送り、気液分離槽103内にて加圧下で水とガスを混合させる。気液分離槽103にて余剰ガスが生じた場合には、余剰ガスを配管105を介して浮上槽の気相部へ戻すか別途処理して大気放散する。十分にガスを含んだ加圧水は気液分離槽103からノズル23または流入管54へ送られる。   FIG. 9B is a schematic diagram of a compressor type pressurized water production apparatus 22B. In this system, water from the pipe 21 or 81 is sent to the gas-liquid separation tank 103 by the pump 107, and gas from the pipe 41 or 72 is sent to the gas-liquid separation tank 103 by the compressor 108 to separate the gas and liquid. Water and gas are mixed in the tank 103 under pressure. When surplus gas is generated in the gas-liquid separation tank 103, the surplus gas is returned to the gas phase part of the levitation tank via the pipe 105 or separately processed and diffused into the atmosphere. Pressurized water sufficiently containing gas is sent from the gas-liquid separation tank 103 to the nozzle 23 or the inflow pipe 54.

なお、本発明では加圧水製造装置にオゾンガスを導入してオゾン含有加圧水としてもよい。このようにすれば、原水や浮上スカムから異常な臭気を発生するような場合においても臭気成分を分解し、臭気を抑制することができる。   In the present invention, ozone-containing pressurized water may be obtained by introducing ozone gas into the pressurized water production apparatus. In this way, even when an abnormal odor is generated from raw water or floating scum, the odor component can be decomposed and the odor can be suppressed.

第1の実施の形態に係る加圧浮上装置の縦断面図である。It is a longitudinal cross-sectional view of the pressurization levitating apparatus which concerns on 1st Embodiment. 第2の実施の形態に係る加圧浮上装置の縦断面図である。It is a longitudinal cross-sectional view of the pressurization levitating apparatus which concerns on 2nd Embodiment. 第3の実施の形態に係る加圧浮上装置の縦断面図である。It is a longitudinal cross-sectional view of the pressurization levitating apparatus which concerns on 3rd Embodiment. 第4の実施の形態に係る加圧浮上装置の縦断面図である。It is a longitudinal cross-sectional view of the pressurization levitating apparatus which concerns on 4th Embodiment. 第5の実施の形態に係る加圧浮上装置の縦断面図である。It is a longitudinal cross-sectional view of the pressurization levitating apparatus which concerns on 5th Embodiment. 第6の実施の形態に係る加圧浮上装置の縦断面図である。It is a longitudinal cross-sectional view of the pressurization levitating apparatus which concerns on 6th Embodiment. 第7の実施の形態に係る加圧浮上装置の縦断面図である。It is a longitudinal cross-sectional view of the pressurization levitating apparatus which concerns on 7th Embodiment. 第8の実施の形態に係る加圧浮上装置の縦断面図である。It is a longitudinal cross-sectional view of the pressurization levitating apparatus which concerns on 8th Embodiment. 本発明に適用可能な加圧水製造装置を示す模式図であり、(a)図は、渦流ポンプ方式の加圧水製造装置を示し、(b)図はコンプレッサ方式の加圧水製造装置を示す。It is a schematic diagram which shows the pressurized water manufacturing apparatus applicable to this invention, (a) A figure shows a eddy current pump type pressurized water manufacturing apparatus, (b) figure shows a compressor type pressurized water manufacturing apparatus.

符号の説明Explanation of symbols

1 仕切壁
2 隔壁
3 槽体
4 浮上槽
10 凝集反応室
15 撹拌機
16,16’,51 流出口
20 混合室
22,22A,22B 加圧水製造装置
23 ノズル
30 浮上室
31 かき取り機
40 カバー
50 浮上槽
51 槽体
52 内槽
53 原水流入管
54 加圧水流入管
55 処理水トラフ
56 スカムレーキ(スキマー)
58 スカムボックス
60 フィードウェル
70 加圧水製造装置
71 カバー
DESCRIPTION OF SYMBOLS 1 Partition wall 2 Partition 3 Tank body 4 Floating tank 10 Aggregation reaction chamber 15 Stirrer 16,16 ', 51 Outlet 20 Mixing chamber 22,22A, 22B Pressurized water production apparatus 23 Nozzle 30 Floating chamber 31 Scraper 40 Cover 50 Floating Tank 51 Tank body 52 Inner tank 53 Raw water inflow pipe 54 Pressurized water inflow pipe 55 Treated water trough 56 Scum rake (skimmer)
58 Scum box 60 Feed well 70 Pressurized water production equipment 71 Cover

Claims (5)

ガスが水に加圧溶解された加圧水を製造するための加圧水製造装置と、
加圧水と被処理水とが別々に又は混合されて導入される浮上槽とを有する加圧浮上装置において、
該浮上槽の上部のガスを前記加圧水製造装置に導く手段を備えたことを特徴とする加圧浮上装置。
A pressurized water production apparatus for producing pressurized water in which gas is dissolved under pressure in water;
In a pressurized levitation apparatus having a levitation tank into which pressurized water and treated water are introduced separately or mixed,
A pressurized levitation apparatus comprising means for guiding the gas in the upper part of the levitation tank to the pressurized water production apparatus.
請求項1において、前記浮上槽の上部を囲むカバーが設けられており、該カバー内のガスを前記加圧水製造装置へ導くように構成したことを特徴とする加圧浮上装置。   2. The pressurized levitation apparatus according to claim 1, wherein a cover surrounding the upper part of the levitation tank is provided, and the gas in the cover is guided to the pressurized water production apparatus. 請求項2において、前記カバー内と大気とを連通する連通部を備えたことを特徴とする加圧浮上装置。   3. The pressurized levitation apparatus according to claim 2, further comprising a communication portion that communicates the inside of the cover with the atmosphere. 請求項3において、該連通部に、前記加圧水製造装置の運転時に開となり、前記加圧水製造装置の運転停止時に閉となる開閉手段が設けられていることを特徴とする加圧浮上装置。   4. The pressurized levitation apparatus according to claim 3, wherein the communicating portion is provided with opening / closing means that is opened when the pressurized water producing apparatus is in operation and closed when the pressurized water producing apparatus is stopped. 請求項2ないし4のいずれか1項において、前記浮上槽に前記被処理水として凝集処理水を供給する凝集処理槽が設けられており、
該凝集処理槽の上部のガスを前記カバー内又は前記加圧水製造装置へ導くガス流路が設けられていることを特徴とする加圧浮上装置。
In any 1 item | term of the Claims 2 thru | or 4, the coagulation treatment tank which supplies coagulation process water as the said to-be-processed water to the said levitation tank is provided,
A pressurized levitation apparatus, characterized in that a gas flow path is provided for guiding the gas in the upper part of the coagulation treatment tank to the inside of the cover or the pressurized water production apparatus.
JP2007294542A 2007-11-13 2007-11-13 Pressure levitation device Expired - Fee Related JP4930340B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007294542A JP4930340B2 (en) 2007-11-13 2007-11-13 Pressure levitation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007294542A JP4930340B2 (en) 2007-11-13 2007-11-13 Pressure levitation device

Publications (2)

Publication Number Publication Date
JP2009119338A true JP2009119338A (en) 2009-06-04
JP4930340B2 JP4930340B2 (en) 2012-05-16

Family

ID=40812109

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007294542A Expired - Fee Related JP4930340B2 (en) 2007-11-13 2007-11-13 Pressure levitation device

Country Status (1)

Country Link
JP (1) JP4930340B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011026197A1 (en) * 2009-09-07 2011-03-10 Aerofloat (Holdings) Pty Ltd An apparatus and method for the treatment of water
CN106927534A (en) * 2017-04-01 2017-07-07 武汉格林环源净化工程有限公司 Efficient malleation holds air-tube type air-floating apparatus under the arm
JPWO2022034710A1 (en) * 2020-08-12 2022-02-17

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102826623A (en) * 2012-09-21 2012-12-19 中国石油化工股份有限公司 Air floating device

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60896A (en) * 1983-06-17 1985-01-05 Ebara Infilco Co Ltd Treating process for night soil
JPS6171883A (en) * 1984-09-13 1986-04-12 Kawasaki Steel Corp Treatment of alkaline waste solution
JPH10249329A (en) * 1997-03-10 1998-09-22 Kawasaki Heavy Ind Ltd Water treating method and device therefor
JP2005125205A (en) * 2003-10-22 2005-05-19 Japan Techno Mate Corp Air diffuser, foam separator and wastewater purification system
JP2006218381A (en) * 2005-02-09 2006-08-24 Kurita Water Ind Ltd Pressure flotation separation apparatus

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60896A (en) * 1983-06-17 1985-01-05 Ebara Infilco Co Ltd Treating process for night soil
JPS6171883A (en) * 1984-09-13 1986-04-12 Kawasaki Steel Corp Treatment of alkaline waste solution
JPH10249329A (en) * 1997-03-10 1998-09-22 Kawasaki Heavy Ind Ltd Water treating method and device therefor
JP2005125205A (en) * 2003-10-22 2005-05-19 Japan Techno Mate Corp Air diffuser, foam separator and wastewater purification system
JP2006218381A (en) * 2005-02-09 2006-08-24 Kurita Water Ind Ltd Pressure flotation separation apparatus

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011026197A1 (en) * 2009-09-07 2011-03-10 Aerofloat (Holdings) Pty Ltd An apparatus and method for the treatment of water
AU2010291882B2 (en) * 2009-09-07 2013-02-07 Aerofloat (Holdings) Pty Ltd An apparatus and method for the treatment of water
US9233855B2 (en) 2009-09-07 2016-01-12 Aerofloat (Holdings) Pty Ltd Apparatus and method for the treatment of water
CN106927534A (en) * 2017-04-01 2017-07-07 武汉格林环源净化工程有限公司 Efficient malleation holds air-tube type air-floating apparatus under the arm
JPWO2022034710A1 (en) * 2020-08-12 2022-02-17
WO2022034710A1 (en) * 2020-08-12 2022-02-17 栗田工業株式会社 Sampling device for coagulation treatment device, coagulation treatment device, and water treatment method
JP7294415B2 (en) 2020-08-12 2023-06-20 栗田工業株式会社 Sampling device for flocculation treatment device, flocculation treatment device, and water treatment method

Also Published As

Publication number Publication date
JP4930340B2 (en) 2012-05-16

Similar Documents

Publication Publication Date Title
KR101690510B1 (en) Dissolved air flotation water treatment apparatus injected multiple bubble
JP4281732B2 (en) Pressure floating separator
JP2011000583A (en) Method and apparatus for treating waste liquid
JP4930340B2 (en) Pressure levitation device
KR20200042794A (en) Rapid float filtration device
KR101163089B1 (en) Air dossoving tube and dissolved air injection type flotation tank
JP2009113041A (en) Pressure floatation separation apparatus
JP2007260614A (en) Coagulation reaction apparatus
JP2006297239A (en) Pressure floatation separation apparatus in waste water treatment, sludge concentration system and pressure floatation separation method
KR101200290B1 (en) Air dossolving tube and dissolved air injection type flotation tank
JP5239653B2 (en) Pressure levitation treatment method
JP4281693B2 (en) Pressure floating separator
KR102143790B1 (en) High efficiency micro bubble generator, floatation plant using the same and operating method of the same
KR20050019343A (en) Second sewage treatment apparatus and treatment method thereof
KR101522386B1 (en) Dissolved air flotation including high efficiency saturator
JP4793167B2 (en) Pressure floating separator
KR200396223Y1 (en) Dissolved airfloatation system
US10874995B2 (en) Apparatus for mixing fluids, including fluids containing solids
CA2635792A1 (en) Produced water treatment system
JP4281702B2 (en) Pressure floating separator
JP2010017669A (en) Two phase type activated sludge process equipment and method for remodeling two phase type activated sludge process equipment
JP4063629B2 (en) Water treatment equipment
JP4811191B2 (en) Pressure floating separator
JP2006218381A (en) Pressure flotation separation apparatus
KR102266934B1 (en) Flotation apparatus for seawater

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20101102

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20110928

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20111101

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20111216

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120117

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120130

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

Free format text: PAYMENT UNTIL: 20150224

Year of fee payment: 3

LAPS Cancellation because of no payment of annual fees