JPH0839062A - Immersion type membrane separator - Google Patents

Immersion type membrane separator

Info

Publication number
JPH0839062A
JPH0839062A JP6197187A JP19718794A JPH0839062A JP H0839062 A JPH0839062 A JP H0839062A JP 6197187 A JP6197187 A JP 6197187A JP 19718794 A JP19718794 A JP 19718794A JP H0839062 A JPH0839062 A JP H0839062A
Authority
JP
Japan
Prior art keywords
activated carbon
membrane element
tank
membrane
partition wall
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
JP6197187A
Other languages
Japanese (ja)
Other versions
JP3480050B2 (en
Inventor
Shigeki Sawada
繁樹 沢田
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 JP19718794A priority Critical patent/JP3480050B2/en
Publication of JPH0839062A publication Critical patent/JPH0839062A/en
Application granted granted Critical
Publication of JP3480050B2 publication Critical patent/JP3480050B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Biological Treatment Of Waste Water (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)
  • Water Treatment By Sorption (AREA)

Abstract

PURPOSE:To prevent that activated carbon is discharged along with a cake when the bonded cake is released by washing a membrane element to be discharged out of tank when granular or powdery activated carbon having a bacteria membrane bonded thereto is received in a treatment tank in which the membrane element is immersed and a TOC component in water incapable of being separated by the membrane element is removed by the adsorbing action of activated carbon and the decomposition action of bacteria. CONSTITUTION:A partition wall 11 is vertically provided in a treatment tank 10 to patition the tank into partition chambers A, B communicating with each other at the upper and lower parts thereof and a membrane element 14 is immersed in the partition chamber A, and the opening 17 of a drain means is provided to the partition chamber A under the membrane element at the position above the lower end of the partition wall.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、処理槽内の液中に膜
エレメントを浸漬し、浸漬したその水深に基づく水頭差
と、吸引ポンプで膜エレメントを吸引し、低エネルギー
で膜濾過を行って透過水を得る浸漬型膜分離装置に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention immerses a membrane element in a liquid in a treatment tank, draws the membrane element with a suction pump and a head difference based on the depth of the water soaked, and performs membrane filtration with low energy. The present invention relates to an immersion type membrane separation device that obtains permeated water.

【0002】[0002]

【従来の技術】各種の産業分野で、高濁度の原水から除
濁、除菌した透過水を得るため浸漬型膜分離装置の使用
が普及しつつある。しかし、除濁、除菌以外にフミン
酸、フルボン酸などの有機性物質などTOC成分を膜濾
過するには1kgf/cm2 以上の推進力が必要であ
り、浸漬型膜分離装置では推進力が不足するため、膜エ
レメントを浸漬した処理槽の液中に、表面に微生物膜を
付着した粒状、又は粉末状の活性炭を除濁、流動させ、
TOC成分は膜エレメントの膜濾過でなく、表面積の大
きい活性炭の吸着作用と、微生物の分解作用で除去して
いる。
2. Description of the Related Art In various industrial fields, the use of an immersion type membrane separation device is becoming popular in order to obtain permeated water that is sterilized and sterilized from high turbidity raw water. However, in addition to sterilization and sterilization, TOC components such as organic substances such as humic acid and fulvic acid require a driving force of 1 kgf / cm 2 or more, and the immersion type membrane separation device requires a driving force. Since it is insufficient, in the liquid of the treatment tank in which the membrane element is immersed, the granular or powdered activated carbon having a microbial membrane adhered to its surface is turbid and flowed,
The TOC component is removed not by the membrane filtration of the membrane element, but by the action of adsorbing activated carbon having a large surface area and the action of degrading microorganisms.

【0003】[0003]

【発明が解決しようとする課題】膜濾過を継続して行う
と膜の表面にはケークが付着し、濾過効率が低下する。
このため、定期的に洗浄を行い、膜に付着したケークを
剥離し、外に排水する必要があるが、その排水の際に活
性炭も一緒に排出されてしまう。従って、膜濾過を再開
するときは活性炭を補給することが必要になる。又、濃
縮水と一緒に排出された活性炭を回収するにも手数がか
ゝる。
If the membrane filtration is continuously carried out, the cake adheres to the surface of the membrane and the filtration efficiency is lowered.
For this reason, it is necessary to wash the cake periodically to remove the cake adhering to the membrane and drain it to the outside, but the activated carbon is also discharged together with the drainage. Therefore, it is necessary to replenish the activated carbon when the membrane filtration is restarted. Moreover, it is troublesome to collect the activated carbon discharged together with the concentrated water.

【0004】[0004]

【課題を解決するための手段】そこで本発明は、洗浄の
際に活性炭を排出することなく剥離したケークを排出で
きるようにしたもので、処理槽内の液中に区劃壁を立設
し、該区劃壁により槽内を上下で連通した区劃室に仕切
り、該区劃室内に膜エレメントを浸漬した浸漬型膜分離
装置において、前記区劃室には膜エレメントの下で、且
つ前記区劃壁の下端よりも上の位置に排水手段の開口を
設けたことを特徴とする。
In view of the above, the present invention is designed so that the separated cake can be discharged without discharging activated carbon during cleaning, and a dividing wall is erected in the liquid in the processing tank. In the submerged membrane separation device in which the partition wall divides the tank into upper and lower communicating compartments, and a membrane element is immersed in the compartment, the compartment is under the membrane element, and The drainage means has an opening at a position above the lower end of the partition wall.

【0005】[0005]

【実施例】図示の各実施例において、10は処理槽で、
槽内には下端を槽底10´から上に離し、上端を液面下
に位置させて区劃壁11が立設してある。この区劃壁に
よって処理槽の内部は区劃壁の上と、下で連通する2つ
の区劃室A,Bに仕切られている。勿論、2室以上の複
数室に区劃してもよい。
EXAMPLES In each of the illustrated examples, 10 is a processing tank,
A partition wall 11 is erected in the tank with its lower end separated from the tank bottom 10 'and its upper end positioned below the liquid surface. The partition wall divides the inside of the processing tank into two partition chambers A and B that communicate with each other above and below the partition wall. Of course, it may be divided into two or more rooms.

【0006】図1の実施例では区劃壁11は板状で、処
理槽内に水没状態に支持して立設してある。又、区劃室
Bの底は区劃室Aに向かって斜めに傾斜している。図2
の実施例では処理槽の底から槽上面まで立つ壁として処
理槽と一体にコンクリートで仕切壁12を構築し、仕切
壁には液面下の上部と、底に近い下部とに両室A,Bを
連通させる連通口13が開設してある。従って、この実
施例では仕切壁12の、上部連通口13と下部連通口1
3との間が区劃壁11になる。
In the embodiment shown in FIG. 1, the partition wall 11 is plate-shaped and is erected in the processing tank while being supported in a submerged state. Further, the bottom of the division room B is inclined toward the division room A. Figure 2
In this embodiment, a partition wall 12 is constructed integrally with the treatment tank as a wall that stands from the bottom of the treatment tank to the upper surface of the treatment tank. The partition wall has an upper part below the liquid level and a lower part close to the bottom both chambers A, A communication port 13 for communicating B is opened. Therefore, in this embodiment, the upper communication port 13 and the lower communication port 1 of the partition wall 12 are
The area between 3 and 3 becomes the partition wall 11.

【0007】前記区劃室の一方Aの内部には上端を区劃
壁11の上端よりも下に位置させ、下端を区劃壁の下端
よりも上に位置させて限外濾過膜、精密濾過膜などの分
離膜で構成した膜エレメント14を浸漬してある。勿
論、両方の区劃室A,Bの各々に膜エレメントを浸漬し
ても良い。又、複数室に区劃した場合は、その室全部あ
るいは一室おきに浸漬しても良い。この区劃室には上記
膜エレメントの下で、且つ区劃壁の下端よりも上の位置
にブロワー15などからの散気管16と、排水管17が
設けてある。他方の区劃室Bには原水を供給管18で供
給する。又、両区劃室の水中には微生物膜を表面に付着
した粒状、又は粉末状の活性炭19が投入してある。活
性炭の量は、全部が沈降してもその上面は排水管17の
開口よりも低い位置にあるようにする。又、本実施例の
場合は、排水管17よりも上に散気管16が設けられて
いるが、散気管16が排水管17よりも下になるように
設けても良い。この場合、活性炭の全部が沈降してもそ
の上面が散気管16よりも低い位置にあるようにする。
Inside one of the compartments A, the upper end is located below the upper end of the partition wall 11 and the lower end is located above the lower end of the partition wall, and the ultrafiltration membrane and microfiltration are used. A membrane element 14 composed of a separation membrane such as a membrane is immersed. Of course, the membrane element may be immersed in each of the compartments A and B. In addition, when it is divided into a plurality of chambers, it may be immersed in all the chambers or every other chamber. An air diffuser 16 from a blower 15 and a drain pipe 17 are provided in the compartment below the membrane element and above the lower end of the compartment wall. Raw water is supplied to the other compartment B by a supply pipe 18. In addition, granular or powdered activated carbon 19 having a microbial membrane attached to the surface is put in the water in both compartments. The amount of the activated carbon is set such that the upper surface thereof is lower than the opening of the drain pipe 17 even if the activated carbon is completely settled. Further, in the case of this embodiment, the air diffuser 16 is provided above the drain pipe 17, but the air diffuser 16 may be provided below the drain pipe 17. In this case, even if all of the activated carbon settles, the upper surface of the activated carbon is set to a position lower than the air diffusing pipe 16.

【0008】膜濾過を行うには供給管18で原水を供給
しながら処理槽内を満水状態に保ち、膜エレメントの2
次側に吸水管20が接続した吸引ポンプ21を運転する
と共に、散気管16のブロワー15を運転し、排水管1
7の弁は閉じておく。これにより散気管16で水中に酸
素が補給され、活性炭19に付着した微生物は活性を保
って水中のTOC成分を分解し、同時に活性炭はTOC
成分を吸着する。この気泡はA室の液をエアリフトし、
区劃壁の上端を越えてB室に入れ、B室の液を区劃壁の
下端を潜ってA室に入れる循環流を槽内に生じさせ、活
性炭はその循環流に乗って流動する。同時に気泡は膜エ
レメントの1次側の表面を擦洗する。こうして、吸引ポ
ンプ21は膜エレメントの1次側から2次側に透過した
透過水を排水する。この透過水は除菌、除濁され、且つ
TOC成分を含まない。
In order to perform membrane filtration, the raw water is supplied through the supply pipe 18 and the inside of the treatment tank is kept full of water.
The suction pump 21 to which the water suction pipe 20 is connected to the next side is operated, and the blower 15 of the air diffuser 16 is operated to operate the drain pipe 1
Keep valve 7 closed. As a result, oxygen is replenished in the water through the air diffuser 16, the microorganisms attached to the activated carbon 19 maintain the activity and decompose the TOC component in the water, and at the same time the activated carbon is converted to TOC.
Adsorb components. These air bubbles lift the liquid in chamber A,
A circulating flow is generated in the tank by passing over the upper end of the partition wall into the chamber B and dipping the liquid in the chamber B under the lower end of the partition wall into the chamber A, and the activated carbon flows along with the circulating flow. At the same time, the air bubbles scrub the primary surface of the membrane element. Thus, the suction pump 21 drains the permeated water that has permeated from the primary side to the secondary side of the membrane element. This permeated water is sterilized and turbid, and contains no TOC component.

【0009】膜濾過運転を数日、又は数カ月行ったら一
度以上の頻度で洗浄と排水を行う。それには、先ず、原
水の供給管の弁を閉じ、吸引ポンプと、ブロワーの運転
を停め、排水管17の弁を開いて水抜きを行う。槽内の
水位が区劃壁11の上端から下に少し下がってW1 にな
り、活性炭が沈降性の場合、槽底部に沈降したら、排水
を続けながらブロワー15を運転し、散気管16から気
泡を噴出させてスクラビング工程を行い、膜の表面に付
着したケークを振動で剥離する。必要ならば、このとき
膜エレメントの2次側に接続した洗浄管22に透過水
や、薬液を含む洗浄水を緩やかに供給し、逆洗を行って
もよい。膜から剥離したケークは排水管17から槽外に
排出される。スクラビング工程は槽内の水位が区劃板1
1の上端から下に下がり、沈降性の活性炭が槽底に沈降
してから行うため、散気管からの気泡による前述のエア
リフト循環流は生じないので活性炭は排水管から排出さ
れない。又、活性炭が浮遊した場合でも、エアリフト循
環流が生じないため、区劃室A内の浮遊懸濁粒子濃度を
最小に抑えることができ、排水管から浮遊性活性炭が排
出するのを最小に抑えることができる。
If the membrane filtration operation is performed for several days or months, washing and draining are performed once or more frequently. For this purpose, first, the valve of the raw water supply pipe is closed, the suction pump and the blower are stopped, and the drain pipe 17 is opened to drain water. When the water level in the tank drops slightly from the upper end of the partition wall 11 to W 1 and the activated carbon is sedimentable, if it settles to the bottom of the tank, the blower 15 is operated while continuing draining, and bubbles are generated from the air diffuser 16. Is ejected to perform a scrubbing process, and the cake adhering to the surface of the film is separated by vibration. If necessary, permeated water or cleaning water containing a chemical solution may be gently supplied to the cleaning pipe 22 connected to the secondary side of the membrane element at this time to perform backwashing. The cake separated from the film is discharged from the drain pipe 17 to the outside of the tank. In the scrubbing process, the water level in the tank is the partition plate 1.
Since the above-mentioned airlift circulation flow due to air bubbles from the diffuser pipe does not occur, the activated carbon is not discharged from the drain pipe because it is performed after the settling activated carbon has settled down from the upper end to the bottom of the tank. Further, even if the activated carbon floats, the air lift circulation flow does not occur, so the concentration of suspended suspended particles in the compartment A can be minimized, and the discharge of the suspended activated carbon from the drain pipe can be minimized. be able to.

【0010】槽内の水位が膜エレメントの下端から少し
下がってW2 になったら、排水管17の弁を閉じ、供給
管18の弁を開いて水張りを行う。この水張りのときブ
ロワーの運転を継続してもよいし、ブロワーを停めても
よい。槽内の水位が満水水位Wになったら、膜濾過を再
開する。
When the water level in the tank drops to W 2 slightly below the lower end of the membrane element, the valve of the drain pipe 17 is closed and the valve of the supply pipe 18 is opened to perform water filling. The operation of the blower may be continued during this water filling, or the blower may be stopped. When the water level in the tank reaches the full water level W, membrane filtration is restarted.

【0011】[0011]

【発明の効果】以上で明らかなように、本発明では膜エ
レメントを洗浄して表面に付着したケークを剥離し、剥
離したケークを水と一緒に槽外に排出する際、槽内に入
れてある粉末状又は粒状の活性炭が同時に排出されな
い。従って、洗浄を終り、膜濾過を再開するときは活性
炭を補給する必要が無く、即時に膜濾過を再開できる。
又、槽外に排出された活性炭を回収する手数も不要にな
る。
As is apparent from the above, according to the present invention, the membrane element is washed to remove the cake adhering to the surface, and when the separated cake is discharged out of the tank together with water, it is put in the tank. Certain powdered or granular activated carbons are not discharged at the same time. Therefore, when the washing is finished and the membrane filtration is restarted, it is not necessary to replenish the activated carbon, and the membrane filtration can be immediately restarted.
Further, the labor for collecting the activated carbon discharged out of the tank becomes unnecessary.

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

【図1】本発明の浸漬型膜分離装置の第1実施例の系統
図である。
FIG. 1 is a system diagram of a first embodiment of an immersion type membrane separation device of the present invention.

【図2】本発明の浸漬型膜分離装置の第2実施例の系統
図である。
FIG. 2 is a system diagram of a second embodiment of the immersion type membrane separation device of the present invention.

【符号の説明】[Explanation of symbols]

10 処理槽 11 区劃壁 14 膜エレメント 15 ブロワー 16 散気管(散気手段) 17 排水管(排水手段) 18 原水の供給管 19 活性炭 20 吸引管 21 吸引ポンプ 22 洗浄管 10 Treatment Tank 11 Section Wall 14 Membrane Element 15 Blower 16 Diffuser Pipe (Diffuser Means) 17 Drain Pipe (Drainage Means) 18 Raw Water Supply Pipe 19 Activated Carbon 20 Suction Pipe 21 Suction Pump 22 Cleaning Pipe

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 処理槽内の液中に区劃壁を立設し、該区
劃壁により槽内を上下で連通した区劃室に仕切り、該区
劃室内に膜エレメントを浸漬した浸漬型膜分離装置にお
いて、前記区劃室には膜エレメントの下で、且つ前記区
劃壁の下端よりも上の位置に排水手段の開口を設けたこ
とを特徴とする浸漬型膜分離装置。
1. An immersion type in which a partition wall is erected in a liquid in a treatment tank, and the partition wall divides the tank into upper and lower communicating compartments, and a membrane element is immersed in the compartment. In the membrane separation device, the submerged membrane separation device is characterized in that an opening of a drainage means is provided in the partition chamber below a membrane element and above the lower end of the partition wall.
JP19718794A 1994-08-01 1994-08-01 Immersion type membrane separation device Expired - Fee Related JP3480050B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19718794A JP3480050B2 (en) 1994-08-01 1994-08-01 Immersion type membrane separation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19718794A JP3480050B2 (en) 1994-08-01 1994-08-01 Immersion type membrane separation device

Publications (2)

Publication Number Publication Date
JPH0839062A true JPH0839062A (en) 1996-02-13
JP3480050B2 JP3480050B2 (en) 2003-12-15

Family

ID=16370260

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19718794A Expired - Fee Related JP3480050B2 (en) 1994-08-01 1994-08-01 Immersion type membrane separation device

Country Status (1)

Country Link
JP (1) JP3480050B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020022389A (en) * 2000-09-20 2002-03-27 이정학 Submerged membrane coupled activated sludge process using zeolite
US7288197B2 (en) * 2004-12-22 2007-10-30 Industrial Technology Research Institute Biological membrane filtration system for water treatment and a water treatment process
WO2009041015A1 (en) * 2007-09-27 2009-04-02 Kobelco Eco-Solutions Co., Ltd. Water treatment equipment and method of water treatment
JP2010069359A (en) * 2008-09-16 2010-04-02 Kobelco Eco-Solutions Co Ltd Water treatment device and water treatment method
JP2010172843A (en) * 2009-01-30 2010-08-12 Kobelco Eco-Solutions Co Ltd Water treatment apparatus and water treatment method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020022389A (en) * 2000-09-20 2002-03-27 이정학 Submerged membrane coupled activated sludge process using zeolite
US7288197B2 (en) * 2004-12-22 2007-10-30 Industrial Technology Research Institute Biological membrane filtration system for water treatment and a water treatment process
WO2009041015A1 (en) * 2007-09-27 2009-04-02 Kobelco Eco-Solutions Co., Ltd. Water treatment equipment and method of water treatment
JP2009202146A (en) * 2007-09-27 2009-09-10 Kobelco Eco-Solutions Co Ltd Water treatment equipment and method of water treatment
JP2010069359A (en) * 2008-09-16 2010-04-02 Kobelco Eco-Solutions Co Ltd Water treatment device and water treatment method
JP2010172843A (en) * 2009-01-30 2010-08-12 Kobelco Eco-Solutions Co Ltd Water treatment apparatus and water treatment method

Also Published As

Publication number Publication date
JP3480050B2 (en) 2003-12-15

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