JP2004008981A - Membrane separation apparatus - Google Patents
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- JP2004008981A JP2004008981A JP2002168097A JP2002168097A JP2004008981A JP 2004008981 A JP2004008981 A JP 2004008981A JP 2002168097 A JP2002168097 A JP 2002168097A JP 2002168097 A JP2002168097 A JP 2002168097A JP 2004008981 A JP2004008981 A JP 2004008981A
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Abstract
Description
【0001】
【発明の属する技術分野】
本発明は、水処理に使用する膜分離装置に関する。
【0002】
【従来の技術】
従来、浄水処理、産業排水処理、下水処理などには、凝集沈殿・砂ろ過や沈降分離といった物理的固液分離法が行われてきた。この固液分離を膜分離で高度に処理する事が、処理水質、水質の安全性、管理の容易さなどから、近年注目されている。特に、濁質の高い膜ろ過原水の場合、原水の入った槽、タンク、ピットなどに直接分離膜を浸漬し、吸引もしくは重力ろ過する方法が有望である。このような膜分離装置の特徴は、下部から気体を散気する事によって、膜面の濁質を除去することができる。特開2000−107573号公報には、中空糸を懸垂して支持したタンク型ろ過装置において、中空糸の下部から気体または液体を均一に供給する為の制限オリフィスを設けたタンク型のろ過膜洗浄装置が開示されている。この装置は、タンク式の膜ろ過装置としては極めて有効なものの、気体流量が多い場合、気体流動の圧力損失が大きく、流量によっては、低圧の吐出圧のブロアが使用できないという問題があった。
【0003】
特開平5−277345号公報には、上下方向の筒状のケーシングとろ過膜エレメントからなり、エレメント下部に500mm以上かつ2000mm以下の筒状のケーシングと空気吹き込み口を設けた膜ろ過装置が開示されている。下部のケーシング部分で空気を分散させるゾーンを設けたもので、膜エレメント下部に500mm以上の空間が必要になり、深さ方向が有効に使用できないといった問題があった。
【0004】
【発明が解決しようとする課題】
本発明は、このような膜面洗浄に必要な気体を均一に分散し、中空糸膜カートリッジの中空糸の周辺に汚泥等が蓄積することを防ぎ、長時間安定な膜ろ過性能を示す膜分離装置を提供することを目的とするものである。
【0005】
【課題を解決するための手段】
本発明者らは、鋭意検討の結果、多数本の中空糸膜からなり、両端部が接着固定され、上部に中空糸の開口を有し、下部に気体導入用のスカート構造と該気体を中空糸外表面に導入する気体導入孔を有する垂直方向に設置した中空糸膜カートリッジと、該スカート構造部の下部に気体散気孔を有する膜分離装置において、中空糸膜カートリッジ1個あたり気体散気孔が複数個あることを特徴とする膜分離装置とすることで、長期間安定なろ過性能を示す膜ろ過装置を発明するに至った。
【0006】
すなわち、本発明は下記の通りである。
1.多数本の中空糸膜からなり、両端部が接着固定され、上部に中空糸の開口を有し、下部に気体導入用のスカート構造と該気体を中空糸外表面に導入する気体導入孔を有し、かつ垂直方向に設置される中空糸膜カートリッジと、気体散気孔を有し、該スカート構造部の下部に設置される散気装置から構成される膜分離装置において、中空糸膜カートリッジ1個あたり気体散気孔が複数個あることを特徴とする膜分離装置。
2.散気装置の気体散気孔の円相当直径が、5〜30mmであり、気体散気孔の数がスカート構造の上部部分の面積40平方センチメートルあたり1個以上あることを特徴とする1.記載の膜分離装置。
3.気体導入孔が円相当直径6〜30mmの貫通孔であることを特徴とする1.または2.記載の膜分離装置。
【0007】
中空糸膜を用いて濁質等の固形分を含む溶液から固形分を分離し、清澄なろ過液を得るには、ろ過と同時に下部から気体を散気し、気体が上昇する時のスクラビング効果によって、膜の表面の液流れに乱流を与え、濁質などを除去する膜ろ過装置が有効である。この膜ろ過を長期安定に運転するには、中空糸膜に気体を均一に散気することが重要になる。これには、下部にスカート構造部と気体導入孔を持つ構造の中空糸膜カートリッジが、空間の利用率が高く、散気した気体が中空糸膜の表面に効率良くあたり有効である。スカート構造部は、下部より散気した気体を気体導入孔に均一に分配する為のものだが、気体流量が大きくなったり、気体の噴出圧力が高くなると気体導入孔への気体の分散が不充分になる。本発明者らは、スカート構造部下部に簡単な構造の散気構造を持つ膜分離装置が、濁質の高いろ過原水をろ過する場合、きわめて有効でることを見いだした。スカート構造部下部にある気体散気装置の散気孔を複数固設けることで、散気する気体を分散し、上部の複数個の気体導入孔に均一に導入することが、膜ろ過性能を長期に安定に保つのに有効である。
【0008】
【発明の実施の形態】
以下、本発明について、その好ましい実施態様を中心に説明する。
本発明を構成する散気装置の気体散気孔の円相当直径は、濁質の種類と量にもよるが、6mm〜30mmが好ましい。この気体散気孔の円相当直径は、濁質の気体散気孔への詰まり防止、気体散気の圧力損失防止の点で6mm以上、気体散気の圧力変動防止、濁質の気体散気孔流入防止の点で30mm以下が好ましい。
【0009】
さらに、気体散気孔の数は、スカート構造部の水平方向の断面積40平方センチメートルあたり1個以上あることが、散気した気体を上部の気体導入孔に均一に分散するのに好ましい。本願でいう「スカート構造部の上部部分の面積」とは、気体導入孔に最も近いスカート構造部分の、モジュールの断面方向の面積のことである。また、ほぼ同じ円相当直径を有する気体散気孔を複数設けることが構造上好ましい。
【0010】
また、気体散気孔の散気方向は、通常、上方であるが、下方に向けて散気しても構わない。散気方向が下方の方が、気体散気孔が閉塞しにくくなる。
本発明の気体導入孔は、円相当直径が6から30mmの貫通穴であることが好ましい。気体導入孔は散気した気体を中空糸に均一に供給する為のものであるが、気体導入孔の円相当直径は、濁質の詰まりを防止し、長期安定な膜分離性能を維持する点で6mm以上、中空糸に気体を均一に供給し中空糸間に濁質を滞留させない観点から30mm以下が好ましい。
【0011】
また、気体導入孔の形状は、通常円形であるあるが、楕円や三角形、四角形の多角形や星型であっても良い。
ここでいう導入気体は、ろ過原水が活性汚泥である時は、空気や酸素であり、ろ過原水が発酵液である時は窒素ガスや反応ガスとなる。
【0012】
以下、図面により本発明の実施態様を説明する。図1に本発明の膜分離装置を構成する中空糸膜カートリッジと散気装置を示す。1は中空糸膜であり、逆浸透膜、限外濾過膜、精密濾過膜などの通常の濁質除去に用いる膜を使用する。また、中空糸膜1の素材は、特に限定されず、ポリスルホン、ポリエーテルスルホン、ポリアクリロニトリル、ポリイミド、ポリエーテルイミド、ポリアミド、ポリエーテルケトン、ポリエーテルエーテルケトン、ポリエチレン、ポリプロピレン、ポリー4メチルペンテン、親水化ポリエチレン、セルロース、酢酸セルロース、ポリビニルアルコール、ポリフッ化ビニリデン、ポリエチレンーテトラフルオロエチレン共重合体、ポリテトラフルオロエチレン等が挙げられる。または、これらの複合素材膜も使用できる。
【0013】
中空糸膜カートリッジは、垂直方向に設置し、上部の集水部2に接続した集水管からろ過水をポンプ吸引、サイフォンもしくはヘッド加圧により得る。
図1に示すような膜分離装置を活性汚泥等の高濁質のろ過原水に浸漬して使用する場合がある。図1に示す6はろ過原水であり、スカート構造部3の下部へ、散気装置7の複数個の気体散気孔5から気体を散気する。散気された気体は、スカート構造部に滞留しながらスカート構造部内に均一に分散され、気体導入孔4を通って、上部の中空糸外表面に散気される。ろ過原水はこの散気された気体のガスリフト効果で、周辺部より中空糸へ供給され、ろ過され、清澄なろ過水が得られる。
【0014】
【実施例】
本発明の実施例を以下に説明する。
【0015】
【実施例1】
図2に示す様な、スカート構造部に10mmの気体導入孔を有する中空糸膜カートリッジと、スカート構造部下部に設置する内径10mmの2個の気体散気孔を有する散気装置から構成される膜分離装置を準備した。中空糸膜の膜面積は7平方メートルで、素材はポリフッ化ビニリデン製の精密ろ過膜を用いた。有効長は1000mmであり、中空糸接着部の樹脂部の直径は90mmであり、スカート構造部の面積は、64平方センチメートルであった。即ち、32平方センチメートルあたりに1個の気体散気孔を持つことになる。この膜分離装置を高濃度の活性汚泥に浸漬し、空気を下部より散気しながらろ過した。散気装置から5Nm3/hrの空気を散気しつつ、吸引ポンプで膜ろ過流束が0.6m3/膜面積m2/日となる様に吸引ろ過した。この時の、膜間差圧は、20kPaで一ヶ月間安定であった。
【0016】
評価期間の活性汚泥槽の濃度MLSSは、平均10,000mg/Lであり、温度は25゜Cであった。
活性汚泥の処理水には、下記の組成の合成下水を用い、BOD−SS負荷が0.03kg/kg/日の負荷を与えた。
合成下水組成(g/L)は、ペプトン0.35、肉エキス0.23、尿素0.059、NaCL0.059、KCL0.015、CaCL20.015、MgSO40.012、K2HPO40.935、KH2PO40.117、水道水 1(L)を用いた。
【0017】
【実施例2】
図3に示す様な、スカート構造部に10mmの気体導入孔を有する中空糸膜カートリッジと、スカート下部に設置する内径10mmの4個の気体散気孔を有する散気装置から構成される膜分離装置を準備した。中空糸膜の膜面積は25平方メートルで、素材はポリフッ化ビニリデン製の精密ろ過膜を用いた。有効長は1000mmであり、中空糸接着部の樹脂部の直径は167mmであり、スカート部の面積は、167平方センチメートルであった。42平方センチメートルあたりに1個の気体散気孔を持つことになる。この中空糸膜エレメントを高濃度の活性汚泥に浸漬し、空気を下部より散気しながらろ過した。散気装置から18Nm3/hrの空気を曝気しつつ、吸引ポンプで膜ろ過流束が0.6m3/膜面積m2/日となる様に吸引ろ過した。この時の、膜間差圧は、20kPaで一ヶ月間安定であった。
【0018】
評価期間の活性汚泥槽の濃度MLSSは、平均10,000mg/Lであり、温度は25゜Cであった。
【0019】
【比較例1】
実施例1と全く同じ中空糸膜カートリッジとスカート構造部下部に設置する内径10mmの1個の気体散気孔を有する図4に示すような散気装置から構成される膜分離装置を準備した。スカート構造部部の面積は、64平方センチメートルであった。即ち、64平方センチメートルあたりに1個の気体散気孔を持つことになる。下部の散気管から5Nm3/hrの空気を曝気しつつ、吸引ポンプで膜ろ過流速が0.6m3/膜面積m2/日となる様に吸引ろ過した。膜間差圧は、20kPaから1ヶ月間で徐々に上昇し、50kPaまで達した。中空糸膜カートリッジを観察すると、気体導入孔の一部が閉塞して、中空糸膜の周囲に多量の汚泥が付着していた。
【0020】
活性汚泥槽の濃度MLSSは、10,000mg/Lであり、温度は25゜Cであった。
【0021】
【発明の効果】
多数本の中空糸膜からなり、両端部が接着固定され、上部に中空糸の開口を有し、下部に気体導入用のスカート構造部と該気体を中空糸外表面に導入する気体導入孔を有し、かつ垂直方向に設置される中空糸膜カートリッジと、気体散気孔を有し、該スカート構造部の下部に設置される散気装置から構成される膜分離装置において、中空糸膜カートリッジ1個あたり気体散気孔が複数個あることを特徴とする膜分離装置を使用する事で、膜面洗浄に必要な気体を均一に分散し、中空糸膜カートリッジの中空糸の周辺に汚泥等が蓄積することを防ぎ、長時間安定な膜ろ過性能を実現することが可能になった。
【図面の簡単な説明】
【図1】本発明の実施態様を模式的に説明する概略図であり、(a)はその断面図、(b)はそのスカート構造部の底面図である。
【図2】実施例1に用いた膜分離装置を模式的に説明する概略図であり、(a)はスカート構造部上部の水平断面図、(b)は気体散気孔を示す平面図、(c)はその側面図である。なお、(b)の破線はスカート構造部の外形投影線であり、気体散気孔とスカート構造部の位置関係を示す。
【図3】実施例2に用いた膜分離装置を模式的に説明する概略図であり、(a)はスカート構造部上部の水平断面図、(b)は気体散気孔を示す平面図、(c)はその側面図である。なお、(b)の破線はスカート構造部の外形投影線であり、気体散気孔とスカート構造部の位置関係を示す。
【図4】比較例1に用いた膜分離装置を模式的に説明する概略図であり、(a)はスカート構造部上部の水平断面図、(b)は気体散気孔を示す平面図、(c)はその側面図である。なお、(b)の破線はスカート構造部の外形投影線であり、気体散気孔とスカート構造部の位置関係を示す。
【符号の説明】
1 中空糸
2 ろ過水の集水部
3 スカート構造部
4 気体導入孔
5 気体散気孔
6 ろ過原水
7 散気装置
8 導入気体
9 ろ過原水+導入気体[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a membrane separation device used for water treatment.
[0002]
[Prior art]
Conventionally, for water purification treatment, industrial wastewater treatment, sewage treatment, and the like, a physical solid-liquid separation method such as coagulation sedimentation, sand filtration, and sedimentation separation has been performed. Highly treated solid-liquid separation by membrane separation has attracted attention in recent years because of the quality of treated water, safety of water quality, ease of management, and the like. In particular, in the case of membrane filtration raw water having high turbidity, a method of directly immersing the separation membrane in a tank, a tank, a pit, or the like containing the raw water and performing suction or gravity filtration is promising. The feature of such a membrane separation device is that turbidity on the membrane surface can be removed by diffusing gas from below. Japanese Patent Application Laid-Open No. 2000-107573 discloses a tank-type filtration membrane washing apparatus provided with a restricting orifice for uniformly supplying gas or liquid from the lower part of a hollow fiber in a tank-type filtration device in which a hollow fiber is suspended and supported. An apparatus is disclosed. Although this device is extremely effective as a tank type membrane filtration device, when the gas flow rate is large, the pressure loss of the gas flow is large, and depending on the flow rate, there is a problem that a blower having a low discharge pressure cannot be used.
[0003]
Japanese Patent Application Laid-Open No. Hei 5-277345 discloses a membrane filtration device comprising a cylindrical casing in a vertical direction and a filtration membrane element, and a tubular casing of 500 mm or more and 2000 mm or less and an air blowing port provided below the element. ing. Since a zone for dispersing air is provided in the lower casing portion, a space of 500 mm or more is required below the membrane element, and there is a problem that the depth direction cannot be used effectively.
[0004]
[Problems to be solved by the invention]
The present invention uniformly disperses the gas necessary for such membrane surface cleaning, prevents the accumulation of sludge and the like around the hollow fiber of the hollow fiber membrane cartridge, and provides a membrane separation exhibiting stable membrane filtration performance for a long time. It is intended to provide a device.
[0005]
[Means for Solving the Problems]
The present inventors have conducted intensive studies and as a result, have formed a large number of hollow fiber membranes, both ends are adhered and fixed, a hollow fiber opening is provided at the top, a skirt structure for introducing gas is provided at the bottom, and the gas is hollow. In a vertically installed hollow fiber membrane cartridge having a gas introduction hole to be introduced into the outer surface of a yarn and a membrane separation device having a gas diffusion hole at a lower portion of the skirt structure, the gas diffusion hole is formed per hollow fiber membrane cartridge. By using a plurality of membrane separation devices, a membrane filtration device exhibiting stable filtration performance for a long time has been invented.
[0006]
That is, the present invention is as follows.
1. It consists of a number of hollow fiber membranes, both ends are bonded and fixed, has an opening for the hollow fiber in the upper part, and has a skirt structure for introducing gas and a gas introduction hole for introducing the gas to the outer surface of the hollow fiber in the lower part. And a hollow fiber membrane cartridge installed vertically and a gas diffuser having a gas diffusion hole and installed at a lower portion of the skirt structure portion, wherein one hollow fiber membrane cartridge is provided. A membrane separation device comprising a plurality of gas diffusion holes per unit.
2. The gas diffusion holes of the air diffuser have a diameter equivalent to a circle of 5 to 30 mm, and the number of the gas diffusion holes is at least one per 40 square centimeters in the area of the upper part of the skirt structure. The membrane separation device as described in the above.
3. The gas introduction hole is a through hole having a circle equivalent diameter of 6 to 30 mm. Or 2. The membrane separation device as described in the above.
[0007]
In order to separate solids from a solution containing solids such as turbidity using a hollow fiber membrane and obtain a clear filtrate, gas is diffused from the bottom at the same time as filtration, and the scrubbing effect when the gas rises Thus, a membrane filtration device that gives a turbulent flow to the liquid flow on the surface of the membrane and removes suspended matter and the like is effective. In order to operate this membrane filtration stably for a long time, it is important to uniformly diffuse gas into the hollow fiber membrane. For this purpose, a hollow fiber membrane cartridge having a skirt structure and a gas introduction hole at the bottom has a high space utilization rate, and the diffused gas efficiently hits the surface of the hollow fiber membrane. The skirt structure is to distribute the gas diffused from the lower part to the gas introduction holes evenly, but if the gas flow rate increases or the gas ejection pressure increases, the gas is not sufficiently dispersed into the gas introduction holes. become. The present inventors have found that a membrane separation device having an air diffusion structure having a simple structure below the skirt structure is extremely effective in filtering raw water having high turbidity. By providing a plurality of gas diffusion holes in the gas diffusion device at the bottom of the skirt structure, the gas to be diffused can be dispersed and uniformly introduced into the gas introduction holes at the top, which can improve the membrane filtration performance for a long time. It is effective to keep it stable.
[0008]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, the present invention will be described focusing on its preferred embodiments.
The equivalent circle diameter of the gas diffusing holes of the diffusing device constituting the present invention is preferably 6 mm to 30 mm, though it depends on the type and amount of the turbid substance. The equivalent diameter of the gas diffusing hole is 6 mm or more in terms of preventing clogging of turbid gas diffusing holes and preventing pressure loss of gas diffusing, preventing pressure fluctuation of gas diffusing, preventing inflow of turbid gas diffusing holes. In this respect, the thickness is preferably 30 mm or less.
[0009]
Further, it is preferable that the number of gas diffusing holes is one or more per 40 square centimeters of the horizontal cross-sectional area of the skirt structure portion in order to uniformly disperse the diffused gas into the upper gas introducing holes. The “area of the upper part of the skirt structure” in the present application refers to the area of the skirt structure closest to the gas introduction hole in the module cross-sectional direction. It is structurally preferable to provide a plurality of gas diffusion holes having substantially the same circle equivalent diameter.
[0010]
In addition, although the direction of air diffusion of the gas diffusion holes is normally upward, air may be diffused downward. When the direction of air diffusion is downward, the gas diffusion holes are less likely to be closed.
The gas introduction hole of the present invention is preferably a through hole having an equivalent circle diameter of 6 to 30 mm. The gas introduction hole is for uniformly supplying the scattered gas to the hollow fiber, but the equivalent circle diameter of the gas introduction hole is to prevent clogging of turbid matter and maintain long-term stable membrane separation performance. Is preferably 6 mm or more and 30 mm or less from the viewpoint of uniformly supplying a gas to the hollow fibers and preventing turbidity from remaining between the hollow fibers.
[0011]
Further, the shape of the gas introduction hole is usually circular, but may be elliptical, triangular, quadrangular polygonal, or star-shaped.
The introduced gas here is air or oxygen when the raw filtered water is activated sludge, and becomes nitrogen gas or a reaction gas when the raw filtered water is a fermentation liquid.
[0012]
Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIG. 1 shows a hollow fiber membrane cartridge and an air diffuser constituting the membrane separation device of the present invention.
[0013]
The hollow fiber membrane cartridge is installed vertically, and filtered water is obtained from a water collecting pipe connected to the upper
In some cases, a membrane separation device as shown in FIG. 1 is immersed in raw water of high turbidity such as activated sludge and used.
[0014]
【Example】
Embodiments of the present invention will be described below.
[0015]
As shown in FIG. 2, a membrane composed of a hollow fiber membrane cartridge having a gas introduction hole of 10 mm in the skirt structure portion and an air diffusion device having two gas diffusion holes having an inner diameter of 10 mm installed at the lower portion of the skirt structure portion. A separation device was prepared. The membrane area of the hollow fiber membrane was 7 square meters, and the material used was a microfiltration membrane made of polyvinylidene fluoride. The effective length was 1000 mm, the diameter of the resin portion of the hollow fiber bonding portion was 90 mm, and the area of the skirt structure was 64 square centimeters. That is, one gas diffusion hole is provided per 32 square centimeters. The membrane separation device was immersed in high-concentration activated sludge and filtered while diffusing air from below. While air of 5 Nm 3 / hr was diffused from the air diffuser, suction filtration was performed with a suction pump so that the membrane filtration flux became 0.6 m 3 / membrane area m 2 / day. At this time, the transmembrane pressure was 20 kPa and was stable for one month.
[0016]
The concentration MLSS of the activated sludge tank during the evaluation period was 10,000 mg / L on average, and the temperature was 25 ° C.
As the treated water for the activated sludge, a synthetic sewage having the following composition was used, and the BOD-SS load was 0.03 kg / kg / day.
The synthetic sewage composition (g / L) was peptone 0.35, meat extract 0.23, urea 0.059, NaCL 0.059, KCL 0.015, CaCL 2 0.015, MgSO 4 0.012, K 2 HPO 4 0.935, KH 2 PO 4 0.117, and tap water 1 (L) were used.
[0017]
As shown in FIG. 3, a membrane separation device including a hollow fiber membrane cartridge having a gas introduction hole of 10 mm in a skirt structure portion and an air diffusion device having four gas diffusion holes with an inner diameter of 10 mm installed at a lower portion of the skirt. Was prepared. The membrane area of the hollow fiber membrane was 25 square meters, and the material used was a microfiltration membrane made of polyvinylidene fluoride. The effective length was 1000 mm, the diameter of the resin portion of the hollow fiber bonding portion was 167 mm, and the area of the skirt portion was 167 square centimeters. There will be one gas diffusing hole per 42 square centimeters. This hollow fiber membrane element was immersed in high-concentration activated sludge, and filtered while diffusing air from below. While aerating the air at 18 Nm 3 / hr from the air diffuser, suction filtration was performed using a suction pump such that the membrane filtration flux became 0.6 m 3 / membrane area m 2 / day. At this time, the transmembrane pressure was 20 kPa and was stable for one month.
[0018]
The concentration MLSS of the activated sludge tank during the evaluation period was 10,000 mg / L on average, and the temperature was 25 ° C.
[0019]
[Comparative Example 1]
A membrane separation device including the same hollow fiber membrane cartridge as in Example 1 and an air diffusion device as shown in FIG. 4 and having one gas diffusion hole with an inner diameter of 10 mm and installed below the skirt structure was prepared. The area of the skirt structure was 64 square centimeters. That is, one gas diffusion hole is provided per 64 square centimeters. While aerating 5 Nm 3 / hr of air from the lower air diffuser, suction filtration was performed with a suction pump such that the membrane filtration flow rate was 0.6 m 3 / membrane area m 2 / day. The transmembrane pressure gradually increased from 20 kPa in one month and reached 50 kPa. When the hollow fiber membrane cartridge was observed, a part of the gas introduction hole was closed, and a large amount of sludge was attached around the hollow fiber membrane.
[0020]
The concentration MLSS of the activated sludge tank was 10,000 mg / L, and the temperature was 25 ° C.
[0021]
【The invention's effect】
It consists of a number of hollow fiber membranes, both ends are bonded and fixed, has an opening for the hollow fiber at the top, a skirt structure for gas introduction at the bottom and a gas introduction hole for introducing the gas to the outer surface of the hollow fiber. A hollow fiber membrane cartridge comprising a hollow fiber membrane cartridge having a gas diffusion hole and a gas diffusion hole and being provided at a lower portion of the skirt structure portion. By using a membrane separation device, which has a plurality of gas diffusion holes per unit, the gas required for cleaning the membrane surface is evenly dispersed, and sludge accumulates around the hollow fibers of the hollow fiber membrane cartridge. This makes it possible to realize stable membrane filtration performance for a long time.
[Brief description of the drawings]
FIG. 1 is a schematic diagram schematically illustrating an embodiment of the present invention, in which (a) is a cross-sectional view and (b) is a bottom view of a skirt structure portion.
FIGS. 2A and 2B are schematic diagrams schematically illustrating a membrane separation device used in Example 1, in which FIG. 2A is a horizontal cross-sectional view of an upper part of a skirt structure, FIG. c) is a side view thereof. Note that the broken line in (b) is an outline projection line of the skirt structure, and indicates the positional relationship between the gas diffusion holes and the skirt structure.
3A and 3B are schematic diagrams schematically illustrating a membrane separation device used in Example 2, (a) is a horizontal cross-sectional view of an upper part of a skirt structure, (b) is a plan view showing gas diffusion holes, c) is a side view thereof. Note that the broken line in (b) is an outline projection line of the skirt structure, and indicates the positional relationship between the gas diffusion holes and the skirt structure.
FIGS. 4A and 4B are schematic diagrams schematically illustrating the membrane separation device used in Comparative Example 1, in which FIG. 4A is a horizontal cross-sectional view of an upper part of a skirt structure, FIG. c) is a side view thereof. Note that the broken line in (b) is an outline projection line of the skirt structure, and indicates the positional relationship between the gas diffusion holes and the skirt structure.
[Explanation of symbols]
DESCRIPTION OF
Claims (3)
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