JPH1076261A - Water treatment apparatus - Google Patents

Water treatment apparatus

Info

Publication number
JPH1076261A
JPH1076261A JP23284096A JP23284096A JPH1076261A JP H1076261 A JPH1076261 A JP H1076261A JP 23284096 A JP23284096 A JP 23284096A JP 23284096 A JP23284096 A JP 23284096A JP H1076261 A JPH1076261 A JP H1076261A
Authority
JP
Japan
Prior art keywords
discharge opening
filtration
treatment apparatus
water treatment
air
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
JP23284096A
Other languages
Japanese (ja)
Inventor
Osamu Oba
修 大羽
Minoru Okada
実 岡田
Masaru Uehara
勝 上原
Tsutomu Tsunoda
努 角田
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.)
Mitsubishi Rayon Co Ltd
Mitsubishi Rayon Engineering Co Ltd
Original Assignee
Mitsubishi Rayon Co Ltd
Mitsubishi Rayon Engineering Co 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 Mitsubishi Rayon Co Ltd, Mitsubishi Rayon Engineering Co Ltd filed Critical Mitsubishi Rayon Co Ltd
Priority to JP23284096A priority Critical patent/JPH1076261A/en
Publication of JPH1076261A publication Critical patent/JPH1076261A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To prevent filtration efficiency from being lowered by the clogging of a mud discharge opening by concentrated suspended substances by installing an air diffusing tube under a membrane module in a filtration tank, forming a precipitation part and the mud discharge opening in the bottom part of the filtration tank, and arranging a mud discharge opening clogging preventive means near the mud discharge opening. SOLUTION: A hollow fiber membrane module 3 is installed in a filtration tank 1, and an air diffusion tube 5 is fixed under the module 3. A precipitation part 9 is formed under the module 3, and suspended substances in raw water which were concentrated by filtration by the module 3 are precipitated to be accumulated in the precipitation part 9. The accumulated suspended substances are discharged at intervals of a prescribed time from a mud discharge opening 7 formed in the bottom part of the filtration tank 1 outside the tank 1. Moreover, a mud discharge opening clogging preventive means 8 is set near the discharge opening 7, a nozzle for supplying air from the outside of the tank 1 is introduced, and air is ejected from the opening of the nozzle to prevent the clogging of the discharge opening 7 by the suspended substances.

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、膜モジュールを用
いた水処理装置に係り、特に濾過槽底部に排泥口を有す
るとともに排泥口の目詰まりを防止する機能を備えた水
処理装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water treatment apparatus using a membrane module, and more particularly to a water treatment apparatus having a mud hole at the bottom of a filtration tank and having a function of preventing clogging of the mud hole. .

【0002】[0002]

【従来の技術】濾過膜を配設した膜モジュールを用いて
懸濁物質を含有する被処理水から濾過水を得る水処理装
置は、浄水製造分野、廃水処理分野、或いは食品製造分
野等幅広い領域で利用されている。特に濾過膜として複
数本の中空糸膜を配設した中空糸膜モジュールを用いた
水処理装置は、平膜モジュールを用いた水処理装置に比
較して濾過膜面積が大きくとれるという利点があり、今
後の水処理装置の主流をなす装置として注目を集めてい
る。
2. Description of the Related Art A water treatment apparatus for obtaining filtered water from water to be treated containing suspended substances using a membrane module provided with a filtration membrane is widely used in the field of water purification, wastewater treatment, food production, and the like. Used in In particular, a water treatment apparatus using a hollow fiber membrane module in which a plurality of hollow fiber membranes are disposed as a filtration membrane has an advantage that a filtration membrane area can be larger than a water treatment apparatus using a flat membrane module, It is drawing attention as a mainstream water treatment system in the future.

【0003】[0003]

【発明が解決しようとする課題】この様な水処理装置を
用いて被処理水の濾過を行うと、濾過処理を継続するに
従って濾過槽中の濁質濃度は増大し、濃縮された濁質は
濾過槽の底部に設けられた沈殿部に堆積する。堆積した
濁質は、通常一定時間おきに濾過槽の底部に設けられた
排泥口より濾過槽外へ抜液除去されるが、被処理水中に
含まれる濁質の性状や、被処理水の濃縮の度合いによっ
ては、底部に堆積した濁質が排泥口に詰まり、濁質を濾
過槽から排泥できなくなるという不都合があった。一旦
排泥口が濁質で閉塞されると、濾過サイクルを一次停止
して、排泥口の清掃を行う必要があり、その濾過効率は
非常に低いものとなる。
When the water to be treated is filtered using such a water treatment apparatus, the turbidity concentration in the filtration tank increases as the filtration treatment is continued, and the concentrated turbidity increases. It deposits on the sedimentation section provided at the bottom of the filtration tank. The accumulated turbidity is drained out of the filtration tank through a drainage port provided at the bottom of the filtration tank at regular intervals, and the nature of the turbidity contained in the water to be treated and the quality of the water to be treated Depending on the degree of concentration, the turbid matter deposited on the bottom clogs the mud outlet, and there is a disadvantage that the turbid substance cannot be discharged from the filtration tank. Once the spout is clogged with turbidity, it is necessary to temporarily stop the filtration cycle and clean the spout, resulting in very low filtration efficiency.

【0004】[0004]

【課題を解決するための手段】本発明者らはこの様な不
都合に鑑みて、濃縮された濁質が排泥口を閉塞すること
により、濾過効率の低下を引き起こすことのない水処理
装置を開発すべく検討を行った結果、本発明をなすに至
ったものである。
In view of such inconveniences, the present inventors have developed a water treatment apparatus that does not cause a decrease in filtration efficiency due to a blockage of a drainage hole by a concentrated turbid substance. As a result of studies for development, the present invention has been accomplished.

【0005】即ち、本発明の水処理装置の要旨は、濾過
槽中に膜モジュール、その下方に散気管を配設し、濾過
槽底部には沈殿部及び排泥口が設けられた水処理装置で
あって、排泥口近傍には排泥口目詰まり防止手段を設け
たことを特徴とする水処理装置にある。
That is, the gist of the water treatment apparatus of the present invention is to provide a water treatment apparatus in which a membrane module is provided in a filtration tank, and an air diffuser is provided below the membrane module, and a sedimentation section and a drain port are provided at the bottom of the filtration tank. In the water treatment apparatus, a means for preventing clogging of the exhaust port is provided in the vicinity of the exhaust port.

【0006】[0006]

【発明の実施の形態】本発明を図面を用いて更に詳細に
説明する。図1は本発明の水処理装置の構成の概念の一
例を示す断面図である。図1中1は、その内部に膜モジ
ュール3を配設し、被処理水の濾過処理を行う濾過槽で
あり、この濾過槽には、浄水処理を行う場合には河川よ
りの原水を、廃水処理を行う場合には、都市廃水、工場
廃水、食品廃水等を、被処理水として導入管2より導入
する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in more detail with reference to the drawings. FIG. 1 is a sectional view showing an example of the concept of the configuration of the water treatment apparatus of the present invention. In FIG. 1, reference numeral 1 designates a filtration tank in which a membrane module 3 is disposed and in which filtration processing of water to be treated is performed. In the filtration tank, raw water from a river is subjected to wastewater treatment when water purification treatment is performed. In the case of performing treatment, city wastewater, factory wastewater, food wastewater, and the like are introduced from the introduction pipe 2 as treated water.

【0007】膜モジュール3としては、平膜モジュー
ル、中空糸膜モジュール、スパイラル型モジュール等を
用いることができるが、膜面積が大きく取れ、装置をコ
ンパクトができること、バブリングによる膜面洗浄効率
を向上させることができる等の観点から、中空糸膜を平
板型に積層してモジュール化した平型中空糸膜モジュー
ルを用いることが好ましい。
As the membrane module 3, a flat membrane module, a hollow fiber membrane module, a spiral type module or the like can be used. However, a large membrane area can be obtained, the apparatus can be made compact, and the efficiency of membrane cleaning by bubbling can be improved. It is preferable to use a flat hollow fiber membrane module in which hollow fiber membranes are laminated into a flat plate to form a module, from the viewpoint that the hollow fiber membrane can be used.

【0008】中空糸膜モジュールに用いる中空糸膜とし
ては、親水化処理を施したポリエチレン製中空糸膜、ポ
リプロピレン製中空糸膜、ポリアクリロニトリル製中空
糸膜、ポリスルホン製中空糸膜、エチレン−ビニルアル
コール共重合体製中空糸膜等を用いることができる。
The hollow fiber membrane used in the hollow fiber membrane module includes a polyethylene hollow fiber membrane, a polypropylene hollow fiber membrane, a polyacrylonitrile hollow fiber membrane, a polysulfone hollow fiber membrane, and ethylene-vinyl alcohol, which have been subjected to a hydrophilic treatment. A hollow fiber membrane made of a copolymer or the like can be used.

【0009】膜モジュール3による濾過処理は、槽外に
設けた濾過用ポンプ4により、中空糸膜モジュール3内
部を吸引することにより行う。中空糸膜モジュール3の
下方には、散気管5を配設する。散気管からのエアース
クラビング条件は、被処理水の性状に応じて適宜設定す
る。
The filtration by the membrane module 3 is performed by sucking the inside of the hollow fiber membrane module 3 by a filtration pump 4 provided outside the tank. Below the hollow fiber membrane module 3, an air diffuser 5 is provided. The conditions for air scrubbing from the air diffuser are appropriately set according to the properties of the water to be treated.

【0010】例えば本発明の水処理装置を用いて浄水処
理を行う場合には膜モジュールによる濾過処理と、散気
管からの散気を交互に間欠的に行うのがよい。また、本
水処理装置により、廃水処理を行う場合には、散気管か
らの散気により、廃水の好気処理を行いながら、膜モジ
ュールによる濾過処理を行う。
For example, when performing the water purification treatment using the water treatment apparatus of the present invention, it is preferable to alternately and intermittently perform the filtration treatment by the membrane module and the air diffusion from the air diffuser. Further, when performing the wastewater treatment by the present water treatment apparatus, the filtration treatment by the membrane module is performed while performing the aerobic treatment of the wastewater by aeration from the air diffuser.

【0011】濾過槽は、膜モジュール下方に沈殿部9を
有しおり、膜モジュールによる濾過によって濃縮された
被処理水中の濁質は、沈殿部に沈降し、堆積する。沈殿
部に堆積した濁質は、濾過槽の底部に設けられた排泥口
から一定時間毎に濾過槽外へと排出される。
The filtration tank has a sedimentation section 9 below the membrane module, and the suspended matter in the water to be treated, which is concentrated by filtration by the membrane module, sediments in the sedimentation section and accumulates. The turbidity deposited on the sedimentation section is discharged out of the filtration tank at regular intervals from a discharge port provided at the bottom of the filtration tank.

【0012】本発明の水処理装置においては、排泥口の
近傍に、排泥口目詰まり防止手段8を設ける。図1に示
されるように、排泥口が濾過槽の最下端部に設けれらた
水処理装置においては、排泥口の上方に、排泥口目詰ま
り防止手段を設けるのがよい。排泥口目詰まり防止手段
としては、濾過槽外部よりエアーを供給するノズルを導
入し、ノズルの開口部よりエアーを散気させることによ
り、濁質による排泥口の目詰まりを防止することができ
る。
In the water treatment apparatus of the present invention, a means 8 for preventing clogging of the mud outlet is provided near the mud outlet. As shown in FIG. 1, in a water treatment apparatus in which a mud outlet is provided at the lowermost end of a filtration tank, it is preferable to provide a mud outlet clogging prevention means above the mud outlet. As a means to prevent clogging of the mud outlet, a nozzle that supplies air from outside the filtration tank is introduced, and air is diffused from the opening of the nozzle to prevent clogging of the mud outlet due to turbid matter. it can.

【0013】この場合、ノズルの開口部は、濾過槽の上
方に向けられていても、下方を向けられていても、散気
による水流を排泥口付近に発生させることができ、これ
により排泥口付近に堆積した濁質を効率よく粉砕し排泥
口の目詰まりを防止することができるが、好ましくはこ
の開口部が下方の排泥口に向けて配設されていると、排
泥口付近に堆積した濁質にエアーを直接あてることによ
り、濁質を効率よく粉砕することができる。
In this case, regardless of whether the opening of the nozzle is directed upward or downward of the filtration tank, a water flow due to aeration can be generated in the vicinity of the drain outlet, and thereby the drain can be discharged. It is possible to efficiently pulverize the turbid matter accumulated near the mud hole and prevent clogging of the mud hole, but preferably, if this opening is provided to the lower mud hole, By directly blowing air on the suspended matter deposited near the mouth, the suspended matter can be efficiently pulverized.

【0014】また、排泥口目詰まり防止手段としては、
ノズルの先端から流体を、排泥口に吹き付ける構成とし
てもよい。この場合用いる流体としては、被処理水を用
いてもよいし、原水或いは濾過槽内の濃縮水を用いても
よい。
Further, as means for preventing clogging of the mud outlet,
It is good also as composition which sprays a fluid from a tip of a nozzle to an exhaust port. In this case, the fluid to be used may be water to be treated, raw water or concentrated water in a filtration tank.

【0015】ノズル開口端からの散気、或いは流体の吹
き付けは、排泥操作の直前或いは排泥操作と同時に行う
のがよい。また、散気或いは流体の吹き付け時間は、堆
積物の性状にもよるが、数秒程度で堆積した濁質の粉砕
を行うことができる。
It is preferable that the air diffusion or the spraying of the fluid from the nozzle opening end be performed immediately before or simultaneously with the sludge discharging operation. The time required for air diffusion or fluid spraying depends on the nature of the deposit, but the suspended turbid matter can be ground in about several seconds.

【0016】また、図2に示す如く、排泥口が濾過槽底
部の上方に配設されている場合には、排泥口の下方にそ
の開口部が上方を向くようにノズルを設け、散気或いは
流体の吹き付けを行うことが好ましい。
When the mud outlet is disposed above the bottom of the filtration tank as shown in FIG. 2, a nozzle is provided below the mud outlet so that the opening faces upward. Preferably, air or fluid is sprayed.

【0017】また、図3に示すように、膜モジュールの
下方に設られた散気管からの散気が、排泥口目詰まり防
止手段を兼ねる構成としてもよい。この場合、散気管に
設けられ、エアーを散気する散気口は、排泥口に向けて
配設する。散気管からの散気が、排泥口目詰まり防止手
段を兼ねる構成とすることにより、容積効率やエネルギ
ー効率よく沈殿部に堆積した濁質の粉砕を行うことがで
きる。
Further, as shown in FIG. 3, the air diffused from the air diffuser provided below the membrane module may also serve as a means for preventing the discharge port from clogging. In this case, the air diffuser which is provided in the air diffuser and diffuses the air is disposed toward the exhaust port. By employing a configuration in which the air diffused from the air diffuser also serves as a means for preventing clogging of the exhaust port, it is possible to pulverize the turbid matter deposited in the sedimentation section with good volumetric efficiency and energy efficiency.

【0018】[0018]

【発明の効果】本発明の水処理装置によれば、濾過槽中
に膜モジュール、その下方に散気管を配設し、濾過槽底
部には沈殿部及び排泥口が設けられた水処理装置であっ
て、排泥口近傍には排泥口目詰まり防止手段を設けたの
で、排泥口が濃縮された濁質により閉塞されることがな
く、よって閉塞された排泥口を清掃するために濾過サイ
クルを停止する必要がないので長期安定運転を行うこと
ができ、濾過効率を向上させることができる。
According to the water treatment apparatus of the present invention, a membrane module is provided in a filtration tank, and an air diffuser is disposed below the membrane module, and a sedimentation section and a drainage port are provided at the bottom of the filtration tank. In addition, since the exhaust port clogging prevention means is provided in the vicinity of the exhaust port, the exhaust port is not blocked by the concentrated turbidity, and thus the exhaust port clogged is cleaned. Since it is not necessary to stop the filtration cycle, long-term stable operation can be performed, and the filtration efficiency can be improved.

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

【図1】図1は本発明の水処理装置の一例を示す断面図
である。
FIG. 1 is a sectional view showing an example of a water treatment apparatus of the present invention.

【図2】図2は本発明の水処理装置の他の一例を示す断
面図である。
FIG. 2 is a sectional view showing another example of the water treatment apparatus of the present invention.

【図3】図3は本発明の水処理装置の他の一例を示す断
面図である。
FIG. 3 is a sectional view showing another example of the water treatment apparatus of the present invention.

【符号の説明】[Explanation of symbols]

1;濾過槽 2;導入管 3;中空糸膜モジュール 4;濾過用ポンプ 5;散気管 6;気体供給ポンプ 7;排泥口 8;目詰まり防止手段 9;沈殿部 DESCRIPTION OF SYMBOLS 1; Filtration tank 2: Introductory tube 3: Hollow fiber membrane module 4: Filtration pump 5; Aeration tube 6; Gas supply pump 7;

───────────────────────────────────────────────────── フロントページの続き (72)発明者 上原 勝 東京都中央区京橋二丁目3番19号 三菱レ イヨン株式会社内 (72)発明者 角田 努 東京都中央区京橋二丁目3番19号 三菱レ イヨン株式会社内 ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Masaru Uehara 2-3-1, Kyobashi, Chuo-ku, Tokyo Inside Mitsubishi Rayon Co., Ltd. (72) Inventor Tsutomu 2-3-1, Kyobashi, Chuo-ku, Tokyo Mitsubishi Rayon Co., Ltd.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 濾過槽中に膜モジュール、その下方に散
気管を配設し、濾過槽底部には沈殿部及び排泥口が設け
られた水処理装置であって、排泥口近傍に排泥口目詰ま
り防止手段を設けたことを特徴とする水処理装置。
1. A water treatment apparatus having a membrane module in a filtration tank and an air diffusion tube below the membrane module, and a sedimentation section and a mud hole provided at the bottom of the filter tank. A water treatment apparatus provided with a mud clogging prevention means.
【請求項2】 排泥口目詰まり防止手段として、エアー
を散気させる機構を用いたことを特徴とする請求項1記
載の水処理装置。
2. The water treatment apparatus according to claim 1, wherein a mechanism for diffusing air is used as the means for preventing clogging of the discharge port.
【請求項3】 排泥口目詰まり防止手段として、流体吹
付機構を用いたことを特徴とする請求項1記載の水処理
装置。
3. The water treatment apparatus according to claim 1, wherein a fluid spraying mechanism is used as a means for preventing clogging of the discharge port.
【請求項4】 散気管に設けられた散気口が排泥口に向
けて配設されており、散気管からのバブリングが排泥口
目詰まり防止手段を兼ねることを特徴とする請求項1記
載の水処理装置。
4. The air diffuser according to claim 1, wherein the air diffuser is provided with an air diffuser opening toward the mud outlet, and bubbling from the diffuser tube also serves as a mud outlet clogging prevention means. A water treatment apparatus as described in the above.
JP23284096A 1996-09-03 1996-09-03 Water treatment apparatus Pending JPH1076261A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23284096A JPH1076261A (en) 1996-09-03 1996-09-03 Water treatment apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23284096A JPH1076261A (en) 1996-09-03 1996-09-03 Water treatment apparatus

Publications (1)

Publication Number Publication Date
JPH1076261A true JPH1076261A (en) 1998-03-24

Family

ID=16945629

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23284096A Pending JPH1076261A (en) 1996-09-03 1996-09-03 Water treatment apparatus

Country Status (1)

Country Link
JP (1) JPH1076261A (en)

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