JPH11128701A - Immersion-type membrane separation apparatus and method for cleaning immersion-type membrane separation apparatus thereof - Google Patents

Immersion-type membrane separation apparatus and method for cleaning immersion-type membrane separation apparatus thereof

Info

Publication number
JPH11128701A
JPH11128701A JP31432197A JP31432197A JPH11128701A JP H11128701 A JPH11128701 A JP H11128701A JP 31432197 A JP31432197 A JP 31432197A JP 31432197 A JP31432197 A JP 31432197A JP H11128701 A JPH11128701 A JP H11128701A
Authority
JP
Japan
Prior art keywords
membrane
membrane element
chemical solution
filtrate
outlet
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.)
Pending
Application number
JP31432197A
Other languages
Japanese (ja)
Inventor
Masashi Beppu
雅志 別府
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.)
Nitto Denko Corp
Original Assignee
Nitto Denko Corp
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 Nitto Denko Corp filed Critical Nitto Denko Corp
Priority to JP31432197A priority Critical patent/JPH11128701A/en
Publication of JPH11128701A publication Critical patent/JPH11128701A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To efficiently wash an immersion type membrane separation apparatus with a chemical agent. SOLUTION: This apparatus is for filtering a raw liquid by decreasing the pressure in the filtered liquid side of a membrane element 1 by a suction pump 3 while the membrane element 1 whose inside is set to be the filtered liquid side being immersed in the raw liquid and the membrane surface being scrubbed by air scrubbing by an aeration means 23. In this case, a chemical agent inlet 161 and a chemical agent outlet 162 are formed in the membrane element 1 and a chemical agent tank 53 and a circulation pump 54 are connected between the inlet and the outlet.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は浸漬型膜分離装置、
特に、し尿、下水、生活排水、工場廃水(以下、汚水と
称する)の浄化処理乃至は固液分離に使用する浸漬型膜
分離装置及びその洗浄方法に関するものである。
TECHNICAL FIELD The present invention relates to a submerged membrane separation device,
In particular, the present invention relates to an immersion type membrane separation apparatus used for purification treatment or solid-liquid separation of human waste, sewage, domestic wastewater, and industrial wastewater (hereinafter referred to as sewage), and a cleaning method thereof.

【0002】[0002]

【従来の技術】近来、汚水の伝統的な処理方法である重
力分離活性汚泥処理法(曝気槽で微生物分解処理を行
い、この処理汚水を沈殿分離室に導き、活性汚泥を重力
分離により分離し、その分離汚泥の一部を曝気槽に返送
する方法)に代替する方法として、膜分離活性汚泥処理
法が注目されている。この処理法においては、固液分離
を膜濾過で行い、濾過液を取出し、余剰汚泥を直接曝気
槽から引き抜いており、曝気槽のMLSS(混合液浮遊性
固形物)を重力分離法に較べて著しく高くできるので、
曝気槽を重力分離法の場合に較べて相当に縮小でき、更
に沈殿分離室が不要であるので、装置全体を小型化でき
る、曝気槽内のMLSS濃度を高く維持できるので、重力
分離法とは異なり、余剰汚泥処理に際しての脱水を軽減
できる、運転エネルギ−の省力化を図ることができ
る、等の利点がある。
2. Description of the Related Art Recently, a gravity separation activated sludge treatment method, which is a traditional treatment method for wastewater (microbial decomposition treatment is performed in an aeration tank, the treated wastewater is led to a sedimentation separation chamber, and activated sludge is separated by gravity separation. The membrane separation activated sludge treatment method has attracted attention as an alternative to the method of returning a part of the separated sludge to the aeration tank). In this treatment method, solid-liquid separation is performed by membrane filtration, the filtrate is taken out, and excess sludge is drawn directly from the aeration tank. The MLSS (mixed liquid suspended solids) in the aeration tank is compared with the gravity separation method. Can be significantly higher,
The aeration tank can be considerably reduced as compared with the gravity separation method, and the sedimentation separation chamber is not required, so that the entire device can be downsized and the MLSS concentration in the aeration tank can be kept high. On the other hand, there are advantages such as reduction of dehydration during the treatment of excess sludge and saving of operation energy.

【0003】本出願人においては、膜分離法による汚水
処理装置として、「散気装置を有し、膜面に沿い鉛直方
向通路を有する膜エレメント群を前記散気装置の直上に
配設し、該膜エレメント群の膜体濾過側を負圧とするた
めの手段(吸引ポンプ)を設けた散気式曝気槽」を既に
提案した(特公平4−70958号)。この散気式曝気
槽によれば、散気装置からの噴出空気のエア−リフト効
果で槽内原液を旋回させ、汚水中の有機物を空気との接
触下、好気性微生物により吸着・代謝分解させ、有機物
を減少させると共に好気性微生物を増殖させ、散気管装
置からの噴出空気により膜面をエア−スクラビング洗浄
し膜面での汚泥ケ−ク層の生成を抑制しつつ膜エレメン
トの濾過液側を減圧して膜間差圧を発生させ、この膜間
差圧で活性汚泥液から水を濾過により分離していくこと
ができる。上記散気式曝気槽における膜体濾過側を負圧
とするための手段に代え、膜エレメントの膜間差圧を膜
エレメントの浸漬水深による自然水頭で得るものも公知
である。
In the present applicant, as a sewage treatment apparatus by a membrane separation method, "a membrane element group having an air diffuser and having a vertical passage along a membrane surface is disposed immediately above the air diffuser, A diffusing aeration tank provided with a means (suction pump) for making the membrane filtration side of the membrane element group a negative pressure ”has already been proposed (Japanese Patent Publication No. 4-70958). According to this aeration type aeration tank, the undiluted solution in the tank is swirled by the air-lift effect of the air ejected from the aeration device, and the organic matter in the sewage is adsorbed and metabolically decomposed by aerobic microorganisms in contact with air. The organic matter is reduced, aerobic microorganisms are proliferated, and the membrane surface is air-scrubbed and washed by the air blown out from the diffuser to suppress the formation of a sludge cake layer on the membrane surface while the filtrate side of the membrane element. Is reduced to generate a transmembrane pressure, and water can be separated from the activated sludge by filtration with the transmembrane pressure. In place of the means for setting the negative pressure on the membrane filtration side in the aeration type aeration tank, there is also known a method in which the transmembrane pressure of the membrane element is obtained by the natural head by the immersion depth of the membrane element.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記何
れの汚水処理装置においても、MLSS濃度の高い活性汚泥
液を処理するため、エアスクラビングにもかかわらず膜
面への活性汚泥の付着が速くケ−ク層の生成が顕著であ
り、濾過流束の早期低下若しくは操作圧力の早期上昇が
避けられない。この活性汚泥は有機物であり、水洗によ
るケ−ク層の除去は困難である。そこで、膜エレメント
内に薬液を注入し、この注入薬液を膜に浸透させて膜外
面の活性汚泥ケ−ク層に接触させることによりケ−ク層
を除去することが提案されている(特開平8−9902
5号、特開平8−323349号、特開平9−5202
6号等)。
However, in any of the above sewage treatment apparatuses, activated sludge having a high MLSS concentration is treated, so that the activated sludge adheres to the membrane surface quickly despite air scrubbing. The formation of a bed layer is remarkable, and an early decrease in filtration flux or an early rise in operating pressure cannot be avoided. This activated sludge is an organic substance, and it is difficult to remove the cake layer by washing with water. Therefore, it has been proposed to remove the cake layer by injecting a chemical solution into the membrane element and allowing the injected chemical solution to permeate the membrane and contact the activated sludge cake layer on the outer surface of the membrane. 8-9902
5, JP-A-8-323349, JP-A-9-5202
No. 6, etc.).

【0005】しかしながら、膜間差圧を自然水頭で得る
場合、この薬液注入による洗浄中でも自然水頭が作用
し、膜エレメント内に透過してくる濾過液のために薬液
を膜エレメント内に隈無く注入し難く、また透過してく
る濾過液による薬液の希釈も避けられないため、効果的
な洗浄は容易ではない。尤も、膜間差圧を膜エレメント
の濾過液側の減圧で得る場合、減圧を停止した状態で薬
液を膜エレメント内に注入することになるが、この場合
でも、本発明者の検討結果によれば、濾過液による薬液
の希釈が主な原因で満足な洗浄が難しい。
[0005] However, when the transmembrane pressure is obtained by the natural head, the natural head acts even during the washing by injecting the chemical, and the chemical is completely injected into the membrane element due to the filtrate permeating into the membrane element. It is difficult to perform effective cleaning because it is difficult to dilute the drug solution with the permeated filtrate. However, when the transmembrane pressure is obtained by reducing the pressure on the filtrate side of the membrane element, the chemical solution is injected into the membrane element in a state where the decompression is stopped. For example, it is difficult to perform satisfactory cleaning mainly due to dilution of the chemical solution with the filtrate.

【0006】本発明の目的は、浸漬型の膜分離装置、特
に処理槽内に膜エレメントを配設し、該膜エレメントに
その濾過液側を減圧するための吸引ポンプを連結し、同
モジュ−ルの下方に散気管を設け、該散気管から空気を
噴出させて膜エレメントの膜面をエア−スクラビング洗
浄しつつ上記吸引ポンプの運転により濾過を行う膜分離
装置の薬液洗浄を効率よく行うことにある。
An object of the present invention is to provide a immersion type membrane separation device, in particular, a membrane element provided in a treatment tank, and a suction pump for reducing the pressure of the filtrate side connected to the membrane element. A diffuser tube is provided below the air diffuser, and air is blown out from the diffuser tube to perform air-scrubbing cleaning of the membrane surface of the membrane element while efficiently performing chemical cleaning of the membrane separation device that performs filtration by operating the suction pump. It is in.

【0007】[0007]

【課題を解決するための手段】本発明に係る浸漬型膜分
離装置の洗浄方法は、内側を濾過液側とする膜エレメン
トを原液中に浸漬し、散気手段で膜面をエアスクラビン
グしつつ膜エレメントの濾過液側を減圧して原液を濾過
する膜分離装置を洗浄する方法であり、薬液槽を設置
し、減圧濾過を中断して膜エレメントを原液中に浸漬し
たままで膜エレメントに薬液槽の薬液を循環流通させる
ことを特徴とする構成である。本発明に係る一の浸漬型
膜分離装置は、内側を濾過液側とする膜エレメントを原
液中に浸漬し、散気手段で膜面をエアスクラビングしつ
つ膜エレメントの濾過液側を減圧して原液を濾過する膜
分離装置において、膜エレメントに薬液入口と薬液出口
を設け、これらの入口と出口との間に薬液槽と循環ポン
プを連結したことを特徴とする構成である。本発明に係
る他の浸漬型膜分離装置は、内側を濾過液側とする膜エ
レメント群を原液中に浸漬し、散気手段で膜面をエアス
クラビングしつつ膜エレメント群の濾過液側を減圧して
原液を濾過する膜分離装置において、各膜エレメントに
薬液入口を設け、膜エレメント群の濾過液集合ヘッダ−
の出口に切替弁を設け、切替弁の一方の出口を濾過液取
出し配管に接続し、切替弁の他方の出口と膜エレメント
群の薬液入口に対するヘッダ−との間に薬液槽と循環ポ
ンプを連結したことを特徴とする構成である。
According to the cleaning method of the immersion type membrane separation apparatus of the present invention, a membrane element having an inner side as a filtrate is immersed in a stock solution, and the membrane surface is air-scrubbed by a diffuser. This is a method of washing a membrane separation device that filters the undiluted solution by depressurizing the filtrate side of the membrane element.A chemical solution tank is installed, the filtration under reduced pressure is interrupted, and the solution is applied to the membrane element while the membrane element is immersed in the undiluted solution. The chemical solution in the tank is circulated and circulated. One immersion type membrane separation device according to the present invention is to immerse the membrane element having the inside on the filtrate side in the undiluted solution, and to reduce the pressure on the filtrate side of the membrane element while air scrubbing the membrane surface with a diffuser. In a membrane separation device for filtering a stock solution, a chemical solution inlet and a chemical solution outlet are provided in a membrane element, and a chemical solution tank and a circulation pump are connected between the inlet and the outlet. In another immersion type membrane separation device according to the present invention, a membrane element group whose inside is a filtrate side is immersed in a stock solution, and the filtrate side of the membrane element group is depressurized while air scrubbing the membrane surface by a diffuser. In the membrane separation apparatus for filtering the undiluted solution, a chemical solution inlet is provided in each membrane element, and a filtrate collection header of the membrane element group is provided.
A switching valve is provided at the outlet of, and one outlet of the switching valve is connected to the filtrate taking-out pipe, and the chemical solution tank and the circulation pump are connected between the other outlet of the switching valve and the header for the chemical solution inlet of the membrane element group. This is a configuration characterized by the following.

【0008】[0008]

【発明の実施の形態】以下、図面を参照しつつ本発明の
実施の形態について説明する。図1の(イ)は本発明に
おいて使用する平膜エレメントの一例の平面図を、図1
の(ロ)は図1の(イ)におけるロ−ロ断面図をそれぞ
れ示し、プラスチック製枠体11内に濾過液通路用スペ
−サ14(例えば、プラスチックネット、プラスチック
不織布、トリコット等)を収容し、平膜13,13の周
囲部を枠体11の上下面に接着剤12や融着により封止
固定してあり、枠体11には濾過液取出し口15と薬液
入口161及び薬液出口162を設けてある。上記接着
剤12にはエポキシ樹脂、ウレタン樹脂、ホットメルト
樹脂等を使用でき、融着には熱融着法、超音波融着法等
を使用できる。上記平膜13には、不織布、織布等の支
持材上に限外濾過膜や精密濾過膜等を貼り合わせたも
の、限外濾過膜や精密濾過膜等に織布、不織布等の支持
材を埋入したものを使用できる。上記平膜エレメント1
の寸法は、通常、縦50〜150cm、横20〜100
cm、厚み3mm〜6mmとされる。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1A is a plan view of an example of the flat membrane element used in the present invention.
(B) is a cross-sectional view taken along the line (b) in FIG. 1 (a), and a spacer 14 for filtrate passage (for example, a plastic net, a plastic nonwoven fabric, a tricot, etc.) is accommodated in a plastic frame 11. The periphery of the flat membranes 13 and 13 is sealed and fixed to the upper and lower surfaces of the frame body 11 with an adhesive 12 or fusion, and the frame body 11 has a filtrate outlet 15, a chemical inlet 161, and a chemical outlet 162. Is provided. An epoxy resin, a urethane resin, a hot melt resin, or the like can be used for the adhesive 12, and a thermal fusion method, an ultrasonic fusion method, or the like can be used for fusion. The flat membrane 13 is formed by laminating an ultrafiltration membrane or a microfiltration membrane on a support material such as a nonwoven fabric or a woven fabric, or a support material such as a woven fabric or a nonwoven fabric on the ultrafiltration membrane or the microfiltration membrane. Can be used. The above flat membrane element 1
The dimensions are usually 50 to 150 cm in length and 20 to 100 in width.
cm and a thickness of 3 mm to 6 mm.

【0009】上記膜エレメント1は通常、散気管を備え
たモジュ−ルの構造で使用され、図2はその膜モジュ−
ルの一例を示している 図2において、2は下端にスカ−ト部21を有するラッ
クを、1,…は上記の平膜エレメントをそれぞれ示し、
ラック2内に複数枚の平膜エレメント1,…を相互間に
原液通路間隙を保持して装着してある。図示されていな
いが、スカ−ト部21内には散気管が収容されている。
22は散気管に対する給気口である。上記平膜エレメン
ト1,1間の間隔は、処理使用とする原水の水質等によ
り異なるが、通常5mm〜15mmとされる。
The above-mentioned membrane element 1 is usually used in the form of a module having an air diffuser, and FIG.
In FIG. 2, reference numeral 2 denotes a rack having a skirt portion 21 at the lower end, and 1,...
In the rack 2, a plurality of flat membrane elements 1,... Although not shown, an air diffuser is accommodated in the skirt 21.
Reference numeral 22 denotes an air supply port for the air diffuser. The distance between the flat membrane elements 1 and 1 varies depending on the quality of raw water to be used for treatment, but is usually 5 mm to 15 mm.

【0010】図3は本発明に係る浸漬型膜分離装置の一
例を示している。図3において、3は開放式の被処理液
槽である。Aは上記した膜モジュ−ルである。31は膜
モジュ−ルAの各膜エレメント1の濾過液取出し口15
を連通した濾過液集合ヘッダ−、32はヘッダ−31の
出口に接続した濾過液取出し配管、33は配管32に設
けた吸引ポンプ、34は開閉弁、35は濾過液貯水槽で
ある。41は原液供給配管、42はこの配管41に設け
た液送ポンプである。51は各膜エレメント1の薬液入
口161に連通したヘッダ−、52は各膜エレメント1
の薬液出口162を連通したヘッダ−、53はヘッダ−
51,52間に挿入した薬液槽、54は循環ポンプ、5
5,55は開閉弁である。23は膜エレメント群の直下
に配設した散気管であり、通常膜モジュ−ルに取付てあ
る。6は散気管23に接続したブロワである。
FIG. 3 shows an example of an immersion type membrane separation apparatus according to the present invention. In FIG. 3, reference numeral 3 denotes an open type liquid tank to be treated. A is the above-mentioned membrane module. Reference numeral 31 denotes a filtrate outlet 15 of each membrane element 1 of the membrane module A.
, A filtrate collecting pipe 32 connected to an outlet of the header 31, a suction pump 33 provided in the pipe 32, an open / close valve 34, and a filtrate storage tank 35. Reference numeral 41 denotes a stock solution supply pipe, and reference numeral 42 denotes a liquid feed pump provided in the pipe 41. 51 is a header communicating with the chemical solution inlet 161 of each membrane element 1, 52 is each membrane element 1
Header 53 communicating with the chemical solution outlet 162 of FIG.
A chemical tank inserted between 51 and 52, 54 is a circulation pump, 5
Reference numerals 5 and 55 denote on-off valves. Numeral 23 denotes an air diffuser arranged immediately below the membrane element group, which is usually attached to the membrane module. 6 is a blower connected to the air diffuser 23.

【0011】図4は本発明に係る浸漬型膜分離装置の別
例を示している。この浸漬型膜分離装置においては、濾
過液集合ヘッダ−31の出口側に切替弁43を接続し、
切替弁43の一方の出口側431に吸引ポンプ33及び
濾過液貯水槽35を接続し、膜エレメント群の薬液入口
161に対するヘッダ−51と切替弁43の他方の出口
432との間に薬液槽53、循環ポンプ54、開閉弁5
5を接続してある。図5はこの浸漬型膜分離装置に使用
する膜エレメントの一例を示し、161は枠体11に設
けた薬液入口、152は濾過液薬液口と薬液出口との共
用出口である。
FIG. 4 shows another example of the immersion type membrane separation apparatus according to the present invention. In this immersion type membrane separation device, a switching valve 43 is connected to the outlet side of the filtrate collecting header-31,
The suction pump 33 and the filtrate storage tank 35 are connected to one outlet side 431 of the switching valve 43, and the chemical tank 53 is provided between the header 51 for the chemical inlet 161 of the membrane element group and the other outlet 432 of the switching valve 43. , Circulation pump 54, on-off valve 5
5 is connected. FIG. 5 shows an example of a membrane element used in this immersion type membrane separation apparatus. Reference numeral 161 denotes a chemical solution inlet provided on the frame 11, and reference numeral 152 denotes a common outlet for a filtrate solution chemical outlet and a chemical solution outlet.

【0012】上記の膜分離装置により汚水を処理するに
は、汚水を液送ポンプ42により被処理液槽3に供給
し、ブロワ6の駆動により散気管23から空気を噴出さ
せ、この噴出気流により槽内汚水を旋回させると共に吸
引ポンプ33の間歇的運転により平膜エレメント1の濾
過液通路側を間歇的に減圧し、汚水中の有機物を空気と
の接触下、好気性微生物により吸着・代謝分解させ、有
機物を減少させると共に好気性微生物(活性汚泥)を増
殖させつつ濾過を行い、濾過液をを濾過液貯水槽34に
貯えていく。上記散気管23の散気流量は、散気による
槽内汚水の旋回流速を0.01〜2m/sとするように
設定される(0.01m/s未満では、汚泥の沈殿が顕
著となり、好気性微生物により吸着・代謝分解を満足に
行い難く、また膜面への活性汚泥粒子の付着が顕著とな
る。2m/sを越えると、膜エレメントの強度上問題が
生じる)。上記濾過処理の進行に伴い膜面への活性汚泥
の付着が進んでケ−ク層が生成され、操作圧力一定の定
圧運転の場合は濾過流束が低下し、透過流束一定の定流
量運転の場合は操作圧力が上昇していく。
In order to treat sewage by the above-mentioned membrane separation device, the sewage is supplied to the liquid tank 3 to be treated by the liquid feed pump 42, and the air is blown out of the air diffuser 23 by driving the blower 6, and the blown air flow The sewage in the tank is swirled and the suction pump 33 is intermittently operated to intermittently reduce the pressure on the filtrate passage side of the flat membrane element 1 so that organic matter in the sewage is adsorbed and metabolically decomposed by aerobic microorganisms under contact with air. Then, filtration is performed while reducing organic substances and growing aerobic microorganisms (activated sludge), and the filtrate is stored in a filtrate storage tank 34. The diffusion flow rate of the air diffuser 23 is set so that the swirling velocity of the wastewater in the tank due to the air diffusion is 0.01 to 2 m / s. It is difficult to satisfactorily perform adsorption and metabolic decomposition by aerobic microorganisms, and the adhesion of activated sludge particles to the membrane surface becomes remarkable.If it exceeds 2 m / s, a problem occurs in the strength of the membrane element). With the progress of the filtration process, the activated sludge adheres to the membrane surface and a cake layer is formed. In the case of a constant pressure operation at a constant operating pressure, the filtration flux decreases, and a constant flux operation with a constant permeation flux is performed. In the case of, the operating pressure increases.

【0013】この透過流束または操作圧力が限界値に達
したことを流量計または圧力計(図示せず)で検知すれ
ば、吸引ポンプ33の間歇的運転を中断し開閉弁34を
閉じ、開閉弁55を開き(図4の膜分離装置の場合は、
切替弁43の切替を行う)循環ポンプ54を駆動し薬液
槽53の薬液を膜エレメントを含むル−プで循環させて
膜エレメント1に一端から他端に向け流通させていく。
この薬液の流通初期に膜エレメント1内に透過液が残存
していても、その残存液を流入薬液で押し出して薬液を
膜エレメント1内に隈無く流通させることができる。こ
の残存濾過液量は全薬液量に対し無視できる程度の微量
であり、薬液の流通により膜エレメントの膜内面を初期
濃度のままの薬液に接しさせ得、この薬液を膜外面に浸
透させて膜外面に付着している活性汚泥ケ−キ層をその
浸透薬液で膨潤劣化させ、散気管23からのエア−によ
るエアスクラビングでこの膨潤劣化ケ−キ層を剥離除去
して濾過流束を次第に回復させていく。この場合、膜エ
レメント内の圧力は原液の水深水頭に対し薬液槽の高さ
と膜エレメント内の薬液流通圧力損だけ高くなるが、そ
の圧力値が低いから(膜エレメントの薬液入口近傍での
膜エレメント内と原液との差圧は、循環ポンプの出口圧
力にほぼ等しいが、この差圧は0.2kgf/cm2
0.01kgf/cm2である)膜エレメントの損傷の
畏れもない。
When it is detected by a flow meter or a pressure gauge (not shown) that the permeation flux or the operating pressure has reached the limit value, the intermittent operation of the suction pump 33 is interrupted, the on-off valve 34 is closed, and the on-off valve 34 is opened and closed. Open the valve 55 (in the case of the membrane separation device of FIG. 4,
(The switching of the switching valve 43 is performed.) The circulation pump 54 is driven to circulate the chemical solution in the chemical solution tank 53 through a loop including the membrane element and to flow through the membrane element 1 from one end to the other end.
Even if the permeated liquid remains in the membrane element 1 at the initial stage of the distribution of the chemical, the remaining liquid can be pushed out by the inflowing chemical to distribute the chemical throughout the membrane element 1. The amount of the remaining filtrate is negligibly small compared to the total amount of the drug solution, and the inner surface of the membrane of the membrane element can be brought into contact with the drug solution at the initial concentration by the flow of the drug solution, and this drug solution is allowed to penetrate the outer surface of the membrane to allow the membrane to penetrate. The activated sludge cake layer adhering to the outer surface is swelled and deteriorated by the penetrating chemical solution, and the swelled deteriorated cake layer is peeled off and removed by air scrubbing with air from the air diffuser 23 to gradually recover the filtration flux. Let me do it. In this case, the pressure in the membrane element is higher than the depth of the undiluted solution by the height of the chemical solution tank and the pressure loss of the chemical solution flowing through the membrane element. However, since the pressure value is low (the membrane element near the chemical solution inlet of the membrane element). The differential pressure between the inside and the stock solution is almost equal to the outlet pressure of the circulating pump, but this differential pressure is 0.2 kgf / cm 2 to
(0.01 kgf / cm 2 ).

【0014】濾過流束が回復すれば、循環ポンプ54を
停止し開閉弁54を閉じ、更に開閉弁34を開き吸引ポ
ンプ33の間歇的運転を再開する。この再運転初期の濾
過液中には薬液が含まれているので原液槽3に返流する
ことが好ましい。以後、透過流束または操作圧力が限界
値に達すれば、本発明により洗浄を行うことを繰り返し
ていく。
When the filtration flux recovers, the circulation pump 54 is stopped, the on-off valve 54 is closed, the on-off valve 34 is opened, and the intermittent operation of the suction pump 33 is restarted. It is preferable to return the filtrate to the stock solution tank 3 because the filtrate at the beginning of the re-operation contains a chemical solution. Thereafter, when the permeation flux or the operating pressure reaches the limit value, the washing according to the present invention is repeated.

【0015】本発明に係る浸漬型膜分離装置の洗浄方法
は、濾過のための膜間差圧を自然水頭により得る浸漬型
膜分離装置にも使用できる。この場合、膜エレメント内
薬液に自然水頭膜間差圧による濾過液の混入があるが、
この混入量は薬液槽53の薬液量に較べ僅小であり、濾
過液量による影響なく効率より薬液洗浄できる。本発明
に係る洗浄方法は、自動操作で実施することが好まし
い。
The method for cleaning an immersion type membrane separation apparatus according to the present invention can also be used for an immersion type membrane separation apparatus that obtains a transmembrane pressure for filtration by a natural head. In this case, there is a mixture of the filtrate due to the natural transmembrane pressure difference in the chemical solution in the membrane element,
The mixing amount is smaller than the amount of the chemical in the chemical tank 53, and the chemical can be more efficiently washed without being affected by the amount of the filtrate. The cleaning method according to the present invention is preferably performed by an automatic operation.

【0016】本発明に係る浸漬型膜分離装置の洗浄方法
においては、膜エレメントに一端から他端に向け薬液を
流通させており、膜エレメントに薬液を注入するだけの
場合に較べ効率良く洗浄できる。このことは次ぎの実施
例と比較例との対比からも明らかである。
In the method for cleaning an immersion type membrane separation device according to the present invention, a chemical solution is circulated from one end to the other end of the membrane element, so that cleaning can be performed more efficiently than in a case where only a chemical solution is injected into the membrane element. . This is clear from the comparison between the following example and comparative example.

【実施例】【Example】

〔実施例〕膜エレメントには図1の(イ)並びに(ロ)
に示すものを使用し、寸法は縦1060mm×横(巾)
610mmとし、膜には公称孔径0.4μm、面積1m
2のポリオレフィン系精密濾過膜を、濾過液流路用シ−
トにはプラスチックネツトをそれぞれ使用し、枠体と膜
との接着、枠体間の接着シ−ルには共にウレタン樹脂を
使用した。膜モジュ−ルは図2に示す構成とし、膜エレ
メントを15枚、13mmの間隔で重ねてラックに装着
した。図3に示す膜分離装置を使用してMLSS濃度10,
000〜15,000mg/リットルの活性汚泥溶液を
処理した。散気流量は被処理液の旋回線速を0.5m/
secとするように設定した。定圧運転とし、吸引ポンプ
は8分駆動・2分停止を1サイクルとする間歇運転とし
た。薬液には濃度5,000ppmの次亜鉛素酸ナトリウ
ム水溶液を使用した。濾過流束が26m3/m2・day(1kgf/c
m2)に低下したので、吸引ポンプの間歇運転を停止し開
閉弁を閉じ、開閉弁を開き循環ポンプを駆動して膜エレ
メントを洗浄した。循環ポンプの出口圧力は0.05k
gf/cm2であった。洗浄を1時間行い吸引ポンプを
再運転したところ、濾過流束は238m3/m2・day(1kgf/c
m2)に回復していた。また、薬液槽の次亜鉛素酸ナトリ
ウム水溶液の濃度を測定したところ、ほぼ当初の濃度
5,000ppmを維持しており、濾過液による希釈は認
められなかった。
[Example] (a) and (b) of FIG.
The dimensions are 1060mm × width (width)
610 mm, the membrane has a nominal pore diameter of 0.4 μm, and an area of 1 m.
The polyolefin-based microfiltration membrane of 2
Plastic nets were used for the joints, and urethane resin was used for the adhesion between the frame and the membrane and for the seal between the frames. The membrane module was configured as shown in FIG. 2, and 15 membrane elements were stacked on a rack at an interval of 13 mm. Using the membrane separation device shown in FIG.
000-15,000 mg / liter activated sludge solution was treated. Spray flow rate is 0.5m /
Set to sec. The operation was a constant-pressure operation, and the suction pump was an intermittent operation in which one cycle consisted of driving for 8 minutes and stopping for 2 minutes. As the chemical solution, an aqueous solution of sodium hypochlorite having a concentration of 5,000 ppm was used. Filtration flux is 26m 3 / m 2 · day ( 1kgf / c
m 2 ), the intermittent operation of the suction pump was stopped, the on-off valve was closed, the on-off valve was opened, and the circulation pump was driven to wash the membrane element. The outlet pressure of the circulation pump is 0.05k
gf / cm 2 . After washing for 1 hour and restarting the suction pump, the filtration flux was 238 m 3 / m 2 · day (1 kgf / c
m 2 ). When the concentration of the aqueous solution of sodium hypochlorite in the chemical tank was measured, the initial concentration was maintained at 5,000 ppm, and no dilution with the filtrate was observed.

【0017】〔比較例〕濾過流束が34m3/m2・day(1kgf
/cm2)に低下したときに、吸引ポンプの間歇運転を停止
し開閉弁を閉じ、開閉弁を開き循環ポンプは駆動せず薬
液槽の落差のみで濃度5,000ppmの次亜鉛素酸ナト
リウム水溶液を膜エレメントに注入した。1時間経過後
に次亜鉛素酸ナトリウム水溶液を回収して濃度を測定し
たところ、3,000ppmに低下していた。更に、吸引
ポンプを再運転したところ、濾過流束は120m3/m2・da
y(1kgf/cm2)に過ぎず、回復度は実施例の半分以下であ
った。
[Comparative Example] The filtration flux was 34 m 3 / m 2 · day (1 kgf
/ cm 2 ), the intermittent operation of the suction pump is stopped, the on-off valve is closed, the on-off valve is opened, the circulating pump is not driven, and the aqueous solution of sodium hypochlorite having a concentration of 5,000 ppm is obtained only at the head of the chemical tank. Was injected into the membrane element. After one hour, the sodium hypochlorite aqueous solution was recovered and its concentration was measured. The concentration was found to be 3,000 ppm. Furthermore, when the suction pump was restarted, the filtration flux was 120 m 3 / m 2 · da
y (1 kgf / cm 2 ), and the degree of recovery was less than half that of the example.

【0018】[0018]

【発明の効果】本発明によれば、散気管から空気を噴出
させて膜エレメントの膜面をエア−スクラビング洗浄し
つつ膜エレメントで濾過を行う膜分離装置において、濾
過を中断して膜エレメントを原液中に浸漬したままで膜
エレメントの薬液洗浄を行う場合、薬液液を流通させる
手段を付加するだけで洗浄効率を倍増でき汚水を安定な
濾過流束で効率より濾過処理できる。
According to the present invention, in a membrane separation apparatus for performing filtration by a membrane element while air-scrubbing and cleaning the membrane surface of the membrane element by blowing air from an air diffuser, the filtration is interrupted to remove the membrane element. When the chemical cleaning of the membrane element is performed while the membrane element is immersed in the undiluted solution, the washing efficiency can be doubled only by adding a means for flowing the chemical solution, and the wastewater can be more efficiently filtered with a stable filtration flux.

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

【図1】図1の(イ)は本発明において使用する膜エレ
メントの一例を示す平面図、図1の(ロ)は図1の
(イ)におけるロ−ロ断面図である。
FIG. 1A is a plan view showing an example of a membrane element used in the present invention, and FIG. 1B is a cross-sectional view taken along the line B in FIG. 1A.

【図2】本発明において使用する膜モジュ−ルの一例を
示す図面である。
FIG. 2 is a drawing showing an example of a membrane module used in the present invention.

【図3】本発明に係る浸漬型膜分離装置の一例を示す図
面である。
FIG. 3 is a drawing showing an example of an immersion type membrane separation device according to the present invention.

【図4】本発明に係る浸漬型膜分離装置の別例を示す図
面である。
FIG. 4 is a drawing showing another example of the immersion type membrane separation device according to the present invention.

【図5】図4の浸漬型膜分離装置に使用する膜エレメン
トを示す図面である。
5 is a drawing showing a membrane element used in the immersion type membrane separation device of FIG.

【符号の説明】[Explanation of symbols]

1 膜エレメント 161 膜エレメントの薬液入口 162 膜エレメントの薬液出口 23 散気管 31 濾過液集合ヘッダ− 33 吸引ポンプ 51 膜エレメントの薬液入口に対するヘッダ− 52 膜エレメントの薬液出口に対するヘッダ− 53 薬液槽 54 循環ポンプ 1 Membrane Element 161 Membrane Element Chemical Inlet 162 Membrane Element Chemical Outlet 23 Diffusion Tube 31 Filtrate Collection Header-33 Suction Pump 51 Membrane Element Chemical Inlet-52 Header Membrane Element Chemical Outlet-53 Chemical Tank 54 Circulation pump

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】内側を濾過液側とする膜エレメントを原液
中に浸漬し、散気手段で膜面をエアスクラビングしつつ
膜エレメントで原液を濾過する膜分離装置を洗浄する方
法であり、薬液槽を設置し、濾過を中断して膜エレメン
トを原液中に浸漬したままで膜エレメントに薬液槽の薬
液を循環流通させることを特徴とする浸漬型膜分離装置
の洗浄方法。
1. A method for washing a membrane separation device in which a membrane element whose inside is a filtrate side is immersed in a stock solution, and the membrane surface is air scrubbed by a diffuser while the stock element is filtered by the membrane element. A method for cleaning an immersion-type membrane separation device, comprising installing a tank, suspending filtration, and circulating a chemical solution in a chemical solution tank through the membrane element while immersing the membrane element in the stock solution.
【請求項2】内側を濾過液側とする膜エレメントを原液
中に浸漬し、散気手段で膜面をエアスクラビングしつつ
膜エレメントの濾過液側を減圧して原液を濾過する膜分
離装置を洗浄する方法であり、薬液槽を設置し、減圧濾
過を中断して膜エレメントを原液中に浸漬したままで膜
エレメントに薬液槽の薬液を循環流通させることを特徴
とする浸漬型膜分離装置の洗浄方法。
2. A membrane separation device for immersing a membrane element having a filtrate side on the inner side in a stock solution and filtering the stock solution by depressurizing the filtrate side of the membrane element while air scrubbing the membrane surface with a diffuser. A washing method, in which a chemical solution tank is installed, the vacuum filtration is interrupted, and the chemical solution in the chemical solution tank is circulated and circulated through the membrane element while the membrane element is immersed in the undiluted solution. Cleaning method.
【請求項3】内側を濾過液側とする膜エレメントを原液
中に浸漬し、散気手段で膜面をエアスクラビングしつつ
膜エレメントの濾過液側を減圧して原液を濾過する膜分
離装置において、膜エレメントに薬液入口と薬液出口を
設け、これらの入口と出口との間に薬液槽と循環ポンプ
を連結したことを特徴とする浸漬型膜分離装置。
3. A membrane separation apparatus in which a membrane element having an inner side as a filtrate is immersed in a stock solution, and the membrane surface is air-scrubbed by a diffuser while the filtrate side of the membrane element is depressurized to filter the stock solution. An immersion type membrane separation device, wherein a chemical solution inlet and a chemical solution outlet are provided in a membrane element, and a chemical solution tank and a circulation pump are connected between the inlet and the outlet.
【請求項4】内側を濾過液側とする膜エレメント群を原
液中に浸漬し、散気手段で膜面をエアスクラビングしつ
つ膜エレメント群の濾過液側を減圧して原液を濾過する
膜分離装置において、各膜エレメントに薬液入口を設
け、膜エレメント群の濾過液集合ヘッダ−の出口に切替
弁を設け、切替弁の一方の出口を濾過液取出し配管に接
続し、切替弁の他方の出口と膜エレメント群の薬液入口
に対するヘッダ−との間に薬液槽と循環ポンプを連結し
たことを特徴とする浸漬型膜分離装置。
4. Membrane separation in which a membrane element group having an inner side as a filtrate side is immersed in a stock solution, and the membrane side is filtered by depressurizing the filtrate side of the membrane element group while air scrubbing the membrane surface with a diffuser. In the apparatus, a chemical solution inlet is provided for each membrane element, a switching valve is provided at an outlet of a filtrate collecting header of the membrane element group, one outlet of the switching valve is connected to a filtrate extraction pipe, and the other outlet of the switching valve is provided. An immersion type membrane separation device, wherein a chemical solution tank and a circulation pump are connected between the membrane element group and a header for a chemical solution inlet of the membrane element group.
JP31432197A 1997-10-30 1997-10-30 Immersion-type membrane separation apparatus and method for cleaning immersion-type membrane separation apparatus thereof Pending JPH11128701A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31432197A JPH11128701A (en) 1997-10-30 1997-10-30 Immersion-type membrane separation apparatus and method for cleaning immersion-type membrane separation apparatus thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31432197A JPH11128701A (en) 1997-10-30 1997-10-30 Immersion-type membrane separation apparatus and method for cleaning immersion-type membrane separation apparatus thereof

Publications (1)

Publication Number Publication Date
JPH11128701A true JPH11128701A (en) 1999-05-18

Family

ID=18051944

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31432197A Pending JPH11128701A (en) 1997-10-30 1997-10-30 Immersion-type membrane separation apparatus and method for cleaning immersion-type membrane separation apparatus thereof

Country Status (1)

Country Link
JP (1) JPH11128701A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000076640A1 (en) * 1999-06-10 2000-12-21 Envirogen, Inc. System and method for withdrawing permeate through a filter and for cleaning the filter in situ
US6627082B2 (en) 1999-06-10 2003-09-30 Envirogen, Inc. System and method for withdrawing permeate through a filter and for cleaning the filter in situ
WO2009122460A1 (en) * 2008-03-31 2009-10-08 株式会社クボタ Method and apparatus for cleaning membrane module

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000076640A1 (en) * 1999-06-10 2000-12-21 Envirogen, Inc. System and method for withdrawing permeate through a filter and for cleaning the filter in situ
US6331251B1 (en) 1999-06-10 2001-12-18 Envirogen, Inc. System and method for withdrawing permeate through a filter and for cleaning the filter in situ
US6627082B2 (en) 1999-06-10 2003-09-30 Envirogen, Inc. System and method for withdrawing permeate through a filter and for cleaning the filter in situ
US6878282B2 (en) 1999-06-10 2005-04-12 Envirogen, Inc. System and method for withdrawing permeate through a filter and for cleaning the filter in situ
WO2009122460A1 (en) * 2008-03-31 2009-10-08 株式会社クボタ Method and apparatus for cleaning membrane module
JP5473897B2 (en) * 2008-03-31 2014-04-16 株式会社クボタ Membrane module cleaning method and apparatus

Similar Documents

Publication Publication Date Title
JP2001205055A (en) Method for operating membrane separation apparatus and apparatus therefor
JP2000343095A (en) Activated sludge treating device
JP2001038165A (en) Filtration process
JP2010089079A (en) Method for operating immersed membrane separator and immersed membrane separator
JP2001029751A (en) Separation apparatus and solid-liquid separation method
JP2007209949A (en) Filtrate recovery device of solid-liquid mixed/processed liquid
JP6245413B1 (en) Wastewater treatment method by membrane separation activated sludge method
JP2000312815A (en) Immersible membrane separation device
JPH11128701A (en) Immersion-type membrane separation apparatus and method for cleaning immersion-type membrane separation apparatus thereof
JP3700932B2 (en) Method and apparatus for cleaning filter using ozone
JP3496115B2 (en) Filtration membrane cleaning method in membrane filtration type water purification equipment
JPH04225805A (en) Method for solid-liquid separation and apparatus therefor
JP2001038176A (en) Washing method for medicinal liquid in dynamic filter body
JP4454922B2 (en) Control method of filtration apparatus using hollow fiber type separation membrane
JP5251472B2 (en) Membrane module cleaning method
JP2001038178A (en) Separation membrane module
JP2000126558A (en) Immersion-type film separation device and method for cleaning fouled water
JP2002035750A (en) Sewage filtering method
JP3880251B2 (en) Backwash method for submerged membrane separator
JPH1128343A (en) Operation of membrane separator
JP4853454B2 (en) Removal method of filtration membrane element
JP2646299B2 (en) Filtration and separation equipment
JPH09117646A (en) Cleaning liquid for filter membrane and anaerobic digestion process for sludge containing organic material
JPH09168727A (en) Filtration method of polluted water
JPH08257378A (en) Membrane separator