JPH09215979A - Clean water processing apparatus - Google Patents

Clean water processing apparatus

Info

Publication number
JPH09215979A
JPH09215979A JP2552296A JP2552296A JPH09215979A JP H09215979 A JPH09215979 A JP H09215979A JP 2552296 A JP2552296 A JP 2552296A JP 2552296 A JP2552296 A JP 2552296A JP H09215979 A JPH09215979 A JP H09215979A
Authority
JP
Japan
Prior art keywords
membrane module
water
membrane
filtration
water purification
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
JP2552296A
Other languages
Japanese (ja)
Other versions
JP3675551B2 (en
Inventor
Satoshi Takizawa
智 滝沢
Masumi Kobayashi
真澄 小林
Kenji Honjo
賢治 本城
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
Original Assignee
Mitsubishi Rayon 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 filed Critical Mitsubishi Rayon Co Ltd
Priority to JP02552296A priority Critical patent/JP3675551B2/en
Publication of JPH09215979A publication Critical patent/JPH09215979A/en
Application granted granted Critical
Publication of JP3675551B2 publication Critical patent/JP3675551B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To decrease the vol. of a precipitation part by providing the precipitation part wherein muddy substance is accumulated below a membrane module and arranging a baffle with an opening part in the horizontal direction between the membrane module and the precipitation part. SOLUTION: An introduction part 2 for introducing raw water such as river water being offered for clean water processing into a filter tank 1 is provided and a membrane module 3 being arranged in the filter tank 1 is provided below the introduction part 2. A precipitation part 6 wherein muddy substance is accumulated is provided below the membrane module 3 and a baffle 5 with an opening part is arranged in the horizontal direction between the precipitation part 6 and the membrane module 3. As it is possible thereby to decrease the vol. of the precipitation part 6 provided below the baffle 5, it is possible to accumulate the muddy substance with high concn. in the precipitation part 6.

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、河川水等の原水か
ら浄水を産する浄水処理に係わり、特に精密濾過膜、限
外濾過膜等の分離膜を用いて原水の浄化を行う浄水処理
装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water purification treatment for producing purified water from raw water such as river water, and particularly to a water purification apparatus for purifying raw water using a separation membrane such as a microfiltration membrane or an ultrafiltration membrane. It is about.

【0002】[0002]

【従来の技術】従来より、河川水等から水道水を製造す
る浄水処理工程においては、図6に示す如く、沈殿槽か
ら河川水等の原水を濾過槽に導入し、砂濾過法により濁
質を除去して得られた濾過水に塩素殺菌を施すことによ
り、浄化が行われている。また、沈殿槽及び濾過槽にお
いて産出される、原水中の濁質が濃縮された排水は、適
宜沈殿槽及び濾過槽より抜液され、濃縮槽において、重
力沈降法等により更に固液分離が行われる。
2. Description of the Related Art Conventionally, in a water purification process for producing tap water from river water, raw water such as river water is introduced from a settling tank into a filter tank as shown in FIG. Purification is performed by sterilizing the filtered water obtained by removing the chlorine. In addition, the wastewater produced in the settling tank and the filtration tank, in which the suspended matter in the raw water is concentrated, is appropriately drained from the settling tank and the filtration tank, and the solid-liquid separation is further performed in the concentration tank by the gravity sedimentation method or the like. Be seen.

【0003】しかしながら、前記沈殿槽及び濾過槽にお
ける原水の浄水処理においては、原水に凝集剤を添加す
るため、添加する凝集剤の量を原水中の濁質量に応じて
制御する必要があり、非常に煩雑である。
However, in the water purification treatment of the raw water in the settling tank and the filtration tank, since the coagulant is added to the raw water, it is necessary to control the amount of the coagulant to be added according to the turbid mass of the raw water. It is complicated.

【0004】このような問題を解決する方法として、精
密濾過膜や限外濾過膜等の分離膜を配設した膜モジュー
ルにより濁質の濾過を行う膜分離法により、原水の浄水
処理を行う方法が種々検討されている。浄水処理に膜分
離法を用いると、基本的には原水中に凝集剤を添加する
必要がないので、凝集剤の添加量を制御するシステムが
不要になり、浄水処理装置を簡易な構造とすることがで
きる。また、沈殿槽と濾過槽とを一槽に集約することが
できるとともに、高い濾過効率で浄水処理を行うことが
できる。
As a method for solving such a problem, a method for purifying raw water by a membrane separation method in which suspended matter is filtered by a membrane module provided with a separation membrane such as a microfiltration membrane or an ultrafiltration membrane. Are being studied. When the membrane separation method is used for water purification, it is basically not necessary to add a coagulant to the raw water, so a system for controlling the amount of coagulant added is not required, and the water purification device has a simple structure. be able to. Further, the settling tank and the filtration tank can be integrated into one tank, and the water purification treatment can be performed with high filtration efficiency.

【0005】[0005]

【発明が解決しようとする課題】膜モジュールを用いて
原水の濾過を行う場合には、濾過処理を継続するに従っ
て分離膜表面に濁質が付着し、濾過流量の低下が起こ
る。この様な分離膜の濾過流量の低下を回復するため、
膜モジュールの下方に散気管を配設し、散気管からバブ
リングを行い、分離膜を動揺させることにより分離膜の
洗浄処理を行う方法や、分離膜の二次側から一次側に濾
過水を逆通水して分離膜の洗浄処理を行う方法により、
膜モジュールの洗浄が行われる。
When the raw water is filtered using the membrane module, as the filtration treatment is continued, turbidity adheres to the surface of the separation membrane and the filtration flow rate decreases. In order to recover such a decrease in filtration flow rate of the separation membrane,
An air diffuser is installed below the membrane module, bubbling is performed from the air diffuser, and the separation membrane is shaken to wash the separation membrane, or the filtered water is fed from the secondary side of the separation membrane to the primary side. By the method of washing the separation membrane by passing water,
The membrane module is cleaned.

【0006】しかしながら、これらの方法で分離膜の洗
浄処理を行うと、濾過槽の底面に堆積した濁質が逆洗に
よる水流或いは散気管からのバブリングにより発生する
水流により、膜モジュール方向へ巻き上げられて浮上す
るため、この状態で濾過を再び開始すると、膜表面に再
び濁質が付着しやすい。
However, when the separation membrane is washed by these methods, the suspended matter accumulated on the bottom surface of the filtration tank is rolled up toward the membrane module due to the water flow caused by backwashing or the water flow generated by bubbling from the diffuser pipe. Therefore, if filtration is started again in this state, suspended matter tends to adhere to the membrane surface again.

【0007】濁質の浮上を防止する手段として、特開平
6−100338号公報に示される様な、傾斜を持たせ
た仕切板を膜モジュールの下方に設け、沈殿した濁質の
浮上を防止する試みもなされているが、この様な装置に
より原水の浄水処理を行っても、沈降する濁質が仕切板
上に堆積しやすく、仕切板上に堆積した濁質が、水流に
より上方に巻き上げられるという不都合があった。
As means for preventing floating of suspended matter, a partition plate having an inclination as shown in Japanese Patent Laid-Open No. 6-100338 is provided below the membrane module to prevent floating of suspended suspended matter. Attempts have also been made, but even if the raw water is purified by such a device, the suspended turbidity tends to accumulate on the partition plate, and the suspended turbidity is rolled up by the water flow. There was an inconvenience.

【0008】また、濾過槽内に傾斜を持たせた仕切板を
配設すると、仕切板下方に設けられた、濁質を集積する
沈殿部の容積が大きくなるため、沈殿部に堆積する濁質
の濃度が低くなり、よって排水の抜液を行う際には、水
分を多く含んだ排水を多量に抜液せざるを得ず、原水か
らの浄水の回収率が低下するという不都合があった。
Further, when a slanted partition plate is provided in the filtration tank, the volume of the sedimentation portion, which is provided below the partition plate and accumulates suspended matter, becomes large. Therefore, when drainage of drainage is performed, there is no choice but to drain a large amount of drainage containing a large amount of water, which reduces the recovery rate of purified water from raw water.

【0009】[0009]

【課題を解決するための手段】本発明者等は、この様な
不都合に鑑みて検討を行った結果、効率よく分離膜の洗
浄を行うことができ、高い濾過効率で原水の浄水処理を
行うことのできる浄水処理装置を見出したのである。
Means for Solving the Problems As a result of investigations in view of such inconveniences, the present inventors have found that the separation membrane can be efficiently washed and the raw water is purified with high filtration efficiency. We have found a water purification device that can do this.

【0010】即ち、本発明の要旨は、浄水処理を行う原
水を、導入部より濾過槽内へ導入し、膜モジュールを用
いて原水の濾過を行う浄水処理装置において、膜モジュ
ールの下方に濁質を堆積させる沈殿部を設けるととも
に、膜モジュールと沈殿部との間には、開口部を有する
邪魔板を水平方向に配設したことを特徴とする浄水処理
装置にある。
That is, the gist of the present invention is to introduce raw water to be treated for purification into a filtration tank from an introduction section and to filter raw water using the membrane module. The water purification apparatus is characterized in that a settling section for accumulating is provided, and a baffle plate having an opening is horizontally arranged between the membrane module and the settling section.

【0011】[0011]

【発明の実施の形態】以下本発明の形態例を説明する
が、本発明がそれらに限定解釈されるものでないことは
もちろんである。図1は、本発明の浄水処理装置の形態
の一例を示す模式図である。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below, but it goes without saying that the present invention is not limited to these. FIG. 1 is a schematic diagram showing an example of the form of a water purification apparatus of the present invention.

【0012】導入部2は、浄水処理に供する河川水等の
原水を濾過槽1内に導入するものである。導入部2を設
ける位置は特に限定されるものではないが、濾過槽1の
上部に設け、膜モジュール3による濾過量に見合うだけ
の原水を、槽内に静かに流入させると、原水中の濁質の
沈降を妨げずに濾過槽1内に原水を導入させることがで
きるので好ましい。
The introduction unit 2 introduces raw water such as river water used for water purification into the filtration tank 1. The position at which the introduction part 2 is provided is not particularly limited, but if it is provided at the upper part of the filtration tank 1 and the raw water corresponding to the amount filtered by the membrane module 3 is gently allowed to flow into the tank, the turbidity of the raw water Raw water can be introduced into the filtration tank 1 without disturbing the sedimentation of the quality, which is preferable.

【0013】濾過槽1は、槽内部で膜モジュール3によ
る原水の濾過を行うものであり、その大きさ、材質等は
特に限定されるものではない。
The filtration tank 1 is for filtering raw water by the membrane module 3 inside the tank, and its size, material, etc. are not particularly limited.

【0014】濾過槽1内に配設される膜モジュール3
は、実質的に原水中の濁質の分離濾過を行う多孔質の分
離膜が配設されたものである。膜モジュール3に用いる
分離膜は、平膜、中空糸膜、管状膜、マルチル−メンタ
イプ等任意の形状の分離膜を使用することができる。
Membrane module 3 disposed in filtration tank 1
Is a device in which a porous separation membrane for substantially separating and filtering suspended matter in raw water is disposed. As the separation membrane used in the membrane module 3, a flat membrane, a hollow fiber membrane, a tubular membrane, a multi-lumen type separation membrane of any shape can be used.

【0015】分離膜の材質としては無機膜(セラミック
膜)、有機膜(PAN系、セルロース系、ポリオレフィ
ン系、ポリスルフォン系、テフロン系、フッ化ビニリデ
ン系、アクリル系、ポリアミド系等)のいずれも使用す
ることができる。この分離膜は、平均孔径0.01〜5
μm程度の精密濾過膜であっても、分画分子量1000
〜3000000ダルトン程度の限外濾過膜であっても
よいが、高い濾過流量で処理を行うことができることか
ら精密濾過膜を用いることが好ましい。
As the material of the separation membrane, any of an inorganic membrane (ceramic membrane) and an organic membrane (PAN type, cellulose type, polyolefin type, polysulfone type, Teflon type, vinylidene fluoride type, acrylic type, polyamide type, etc.) can be used. Can be used. This separation membrane has an average pore size of 0.01 to 5
Even with a microfiltration membrane of about μm, the molecular weight cutoff is 1000
Although an ultrafiltration membrane of about 3,000,000 daltons may be used, it is preferable to use a microfiltration membrane because treatment can be performed at a high filtration flow rate.

【0016】これらの内、分離膜として複数の中空糸膜
が配設された中空糸膜モジュールを用いると、平膜や管
状膜を用いた膜モジュールに比べて、単位容積あたりの
膜面積を大きく取ることができるため、容積効率の高い
膜モジュール3を得ることができ、浄水処理装置を小型
化することが可能である。
Of these, when a hollow fiber membrane module having a plurality of hollow fiber membranes as a separation membrane is used, the membrane area per unit volume is larger than that of a membrane module using a flat membrane or a tubular membrane. Since it can be taken, the membrane module 3 having high volume efficiency can be obtained, and the water purification apparatus can be downsized.

【0017】更に好ましくは、図2に示す如く、中空糸
膜を平板状に配設した平型中空糸膜モジュールを用い、
各々の中空糸膜の配設方向が水平方向となり、かつ中空
糸が積層された平板面が鉛直方向を向くように濾過槽1
内に配設すると、膜モジュール3下方に散気管4を設
け、バブリングによる洗浄を行う場合に、膜モジュール
3の洗浄効率の良い浄水処理装置とすることができる。
More preferably, as shown in FIG. 2, a flat hollow fiber membrane module in which hollow fiber membranes are arranged in a flat plate shape is used,
Filtration tank 1 such that the arrangement direction of each hollow fiber membrane is horizontal and the flat plate surface on which the hollow fibers are laminated faces the vertical direction.
When it is arranged inside, when the air diffuser 4 is provided below the membrane module 3 and the cleaning by bubbling is performed, it is possible to provide a water purification treatment device with good cleaning efficiency of the membrane module 3.

【0018】本発明の浄水処理装置においては、分離膜
の洗浄を行う方法として、膜モジュール3の二次側から
濾過水を加圧逆流させて逆洗浄を行う方法、或いは膜モ
ジュール3の下方にエアーを発散させる散気管4を配設
してバブリングを行う方法により分離膜の洗浄処理を行
うことができる。この場合、アルカリ溶液、酸性溶液、
界面活性剤溶液、有機溶剤等の薬液による洗浄を併用す
ることも可能である。
In the water purifying apparatus of the present invention, as a method for washing the separation membrane, a method of backwashing the filtered water from the secondary side of the membrane module 3 by pressurizing it or backwashing the membrane module 3 is used. The separation membrane can be washed by a method in which an air diffuser 4 for diverging air is provided and bubbling is performed. In this case, alkaline solution, acidic solution,
It is also possible to use cleaning with a chemical solution such as a surfactant solution or an organic solvent in combination.

【0019】好ましくは、膜モジュール3の下方に散気
管4を設け、散気管4からのバブリングを行うことによ
り分離膜の洗浄を行うと、分離膜を動揺させ、膜表面に
付着した濁質を膜表面から除去することができるので、
上昇した濾過抵抗を効率的に復元することができる。な
お、この場合散気管4は邪魔板5の上端部に配設されて
いてもよい。
Preferably, when the separation membrane is washed by providing an air diffusing tube 4 below the membrane module 3 and bubbling from the air diffusing tube 4, the separation membrane is shaken and turbidity adhering to the membrane surface is removed. Since it can be removed from the membrane surface,
The increased filtration resistance can be efficiently restored. In this case, the air diffuser 4 may be arranged at the upper end of the baffle plate 5.

【0020】濾過方式としては、濾過槽1を耐圧缶体と
し、膜モジュール3の一次側を加圧することにより原水
の濾過を行う加圧濾過方式と、膜モジュール3の二次側
を吸引ポンプ7等で吸引して原水の濾過を行う吸引濾過
方式の両者とも用いることができるが、缶体が不要であ
りかつ散気管4からのバブリング洗浄を行う場合のエア
ー抜きの制御等が不要であるという観点から吸引濾過方
式を用いることが好ましい。
As the filtration method, the pressure tank is used as the filtration tank 1 and the primary side of the membrane module 3 is pressurized to filter the raw water, and the secondary side of the membrane module 3 is the suction pump 7. It is possible to use both of the suction filtration methods in which the raw water is filtered by suctioning with, etc., but it is said that the can body is not required, and the control of air bleeding when performing bubbling cleaning from the air diffusing pipe 4 is not required. From the viewpoint, it is preferable to use the suction filtration method.

【0021】また、散気管4からのバブリングによる分
離膜の洗浄処理は、分離膜の膜表面に、濁質が付着する
ことにより、濾過抵抗が一定圧力を越えて上昇(或いは
濾過流量が一定流量よりも低下)してきた時点で行う。
尚、洗浄処理を行う際には、濾過処理は停止しておくこ
とが好ましい。
Further, in the cleaning treatment of the separation membrane by bubbling from the air diffusing tube 4, the turbidity adheres to the membrane surface of the separation membrane so that the filtration resistance rises beyond a certain pressure (or the filtration flow rate is a certain flow rate). It will be done at the time when it has decreased).
Note that it is preferable to stop the filtration process when performing the cleaning process.

【0022】本発明の浄水処理においては、濾過槽内の
膜モジュール3の下方に、濁質を堆積させる沈殿部6を
設ける。沈殿部6を設けることにより、原水の濾過を継
続するに従って増加する濁質をこの沈殿部6に堆積保持
させることができるので、導入される原水の濾過を充分
行った後に、濁質を含んだ排水を濾過槽1外へ排出する
ことができる。
In the water purification treatment of the present invention, a precipitation section 6 for depositing suspended matter is provided below the membrane module 3 in the filtration tank. By providing the settling section 6, it is possible to accumulate and hold the suspended matter that increases as the filtration of the raw water continues, so that the suspended matter is contained after the introduced raw water is sufficiently filtered. The waste water can be discharged to the outside of the filtration tank 1.

【0023】本発明の浄水処理装置においては、膜モジ
ュール3と沈殿部6との間に開口部を有する邪魔板5を
設ける。開口部を有する邪魔板5を水平方向に配設する
ことにより、邪魔板5の下方に設けられる沈殿部6の体
積をより小さくすることができるので、濁質を高濃度で
沈殿部6に堆積させることができる。よって、濾過槽1
より抜液する排水の量を低減させることができ、濾過水
の回収率を向上させることができる。
In the water purification apparatus of the present invention, the baffle plate 5 having an opening is provided between the membrane module 3 and the settling section 6. By arranging the baffle plate 5 having the openings in the horizontal direction, the volume of the sedimentation portion 6 provided below the baffle plate 5 can be made smaller, so that the suspended matter can be deposited on the sedimentation portion 6 at a high concentration. Can be made. Therefore, filtration tank 1
The amount of drained water can be further reduced, and the recovery rate of filtered water can be improved.

【0024】開口部を有する邪魔板5としては、平板、
格子組板、ハニカム構造板、パイプ構造板等を用いるこ
とができる。邪魔板5を複数の平板から構成し、濾過槽
1内に水平方向に配設する場合は、図3(a)に示す如
く、各々の板の面方向を垂直方向に向けた平板を複数
枚、全体としての配設方向が水平方向となるように配設
する。この場合には、平板間に構成される隙間が開口部
となる。
As the baffle plate 5 having an opening, a flat plate,
Lattice assembly plates, honeycomb structure plates, pipe structure plates and the like can be used. When the baffle plate 5 is composed of a plurality of flat plates and arranged horizontally in the filtration tank 1, as shown in FIG. 3 (a), a plurality of flat plates with the surface direction of each plate oriented in the vertical direction is used. , Are arranged so that the arrangement direction as a whole is horizontal. In this case, the gap formed between the flat plates becomes the opening.

【0025】開口部を有する邪魔板5の配設方法の他の
態様としては、図3(b)に示される如く、格子組構造
を有する板を濾過槽1内に水平方向に配設してもよい
し、図3(c)に示した如き、ハニカム構造板を水平方
向に配設してもよい。或いは、図3(d)に示した如
き、パイプ状の開口部を有するパイプ板の複数枚を水平
方向に配設してもよい。
As another embodiment of the disposing method of the baffle plate 5 having an opening, as shown in FIG. 3B, a plate having a lattice assembly structure is disposed horizontally in the filtration tank 1. Alternatively, as shown in FIG. 3C, the honeycomb structure plate may be arranged in the horizontal direction. Alternatively, as shown in FIG. 3D, a plurality of pipe plates having pipe-shaped openings may be arranged in the horizontal direction.

【0026】また、これら開口部を有する邪魔板5は、
全体として水平方向に配設されていれば、図4(a)、
図4(b)に示す如く、その開口部がテーパー形状とな
っていてもよいし、図5(a)、図5(b)に示す如
く、開口部が傾斜状となっていてもよい。
The baffle plate 5 having these openings is
If arranged as a whole in the horizontal direction, as shown in FIG.
The opening may have a tapered shape as shown in FIG. 4B, or the opening may have an inclined shape as shown in FIGS. 5A and 5B.

【0027】本発明の浄水処理装置に設ける邪魔板5
は、開口部を有する構造であるため、上方より沈降する
濁質が開口部より沈殿部6に沈降するため、邪魔板5上
に濁質が堆積することがない。また、導入部2より原水
を濾過槽1内に導入する際や、膜モジュール3の洗浄処
理を行う際に発生する水流はこの邪魔板5によって遮ら
れ、邪魔板5より上方で回流するため、沈殿部6に堆積
した濁質が水流により膜モジュール3方向に浮上するこ
とを防止することができる。
Baffle plate 5 provided in the water purification apparatus of the present invention
Since it has a structure having an opening, the suspended matter settling from above is settled in the settling section 6 from the opening, so that suspended matter does not deposit on the baffle plate 5. Further, the water flow generated when the raw water is introduced into the filtration tank 1 from the introduction part 2 or when the membrane module 3 is washed is blocked by the baffle plate 5 and circulates above the baffle plate 5, It is possible to prevent the suspended matter accumulated in the precipitation unit 6 from floating toward the membrane module 3 due to the water flow.

【0028】本発明の浄水処理装置においては、凝集剤
を添加せずに浄水濾過を行うことが可能であるが、原水
中のウィルス、イオン性物質等の溶解性物質を除去する
目的で、また、多孔質膜の差圧の上昇を低減する目的
で、適量の凝集剤を添加してもよい。
In the water purification apparatus of the present invention, it is possible to perform water purification filtration without adding a coagulant, but for the purpose of removing soluble substances such as viruses and ionic substances in raw water, Alternatively, an appropriate amount of a coagulant may be added for the purpose of reducing the increase in the differential pressure of the porous membrane.

【0029】本発明の浄水処理装置においては、膜分離
法により原水の濾過を行うので、図1に示す如く沈殿槽
及び濾過槽を併合することができる。また、高い効率
で、原水の濾過を充分行うことができ、原水からの濾過
水の回収率を向上させることが可能である。
In the water purification apparatus of the present invention, since the raw water is filtered by the membrane separation method, the settling tank and the filtration tank can be combined as shown in FIG. Further, the raw water can be sufficiently filtered with high efficiency, and the recovery rate of the filtered water from the raw water can be improved.

【0030】以下、本発明の浄水処理を行う場合の運転
例について説明する。原水は濾過槽1の上部に設けられ
た導入部2から濾過槽1内に導入され、膜モジュール3
によって濾過されることにより、次第に濃縮されながら
下方に移動する。濃縮された濁質は膜モジュール3の下
方に配設された邪魔板5を通過し、邪魔板5の下方に設
けられた沈殿部6に堆積する。堆積した濁質はその上方
に邪魔板5を有するため、原水が導入されることによっ
て起こる水流により、膜モジュール3方向に浮上するこ
とはない。
An operation example when the water purification treatment of the present invention is performed will be described below. Raw water is introduced into the filtration tank 1 from the introduction part 2 provided at the upper part of the filtration tank 1, and the membrane module 3
By being filtered by, it moves downward while being gradually concentrated. The concentrated suspended matter passes through the baffle plate 5 arranged below the membrane module 3 and is deposited on the precipitation part 6 provided below the baffle plate 5. Since the accumulated turbidity has the baffle plate 5 above it, it does not float toward the membrane module 3 due to the water flow caused by the introduction of raw water.

【0031】一定時間濾過を継続すると、原水中の濁質
が分離膜の膜面に付着してケーキ層を形成し、濾過抵抗
が上昇するので、濾過処理を停止し、散気管4からエア
ーをバブリングすることにより、分離膜表面に付着した
濁質を剥離させる。バブリングにより起こる水流は、沈
殿部6上方に配設された邪魔板5により妨げられ、邪魔
板5より上方で回流するため、沈殿部6に堆積した濁質
が膜モジュール3方向に浮上することがなく、良好な洗
浄処理を行うことができる。また、洗浄処理により分離
膜より脱落した濁質は、膜モジュール3下方に設けられ
た沈殿部6に堆積する。
When filtration is continued for a certain period of time, suspended matter in the raw water adheres to the membrane surface of the separation membrane to form a cake layer and the filtration resistance increases, so the filtration process is stopped and air is blown from the air diffusing tube 4. By bubbling, the suspended matter attached to the surface of the separation membrane is peeled off. The water flow caused by the bubbling is obstructed by the baffle plate 5 arranged above the settling unit 6 and circulates above the baffle plate 5, so that the suspended matter deposited on the settling unit 6 may float toward the membrane module 3. Therefore, a good cleaning process can be performed. In addition, the suspended matter that has fallen off from the separation membrane due to the washing process is deposited in the precipitation unit 6 provided below the membrane module 3.

【0032】洗浄処理を終了後、再び濾過処理、洗浄処
理を繰り返すことにより浄水処理を継続して行うことが
できる。所定量浄水処理を行った後、沈殿部6に濃縮堆
積された濁質は、排水として濾過槽1の底部に設けられ
た排泥口より、濾過槽1外へ抜液され、脱水処理が行わ
れる。この抜液を行う際も、濁質を膜モジュール3方向
に浮上させることなく、排水を濾過槽1外へ排出するこ
とができる。
After the washing treatment is completed, the water purification treatment can be continued by repeating the filtration treatment and the washing treatment again. After performing a predetermined amount of water purification treatment, the turbidity concentrated and accumulated in the settling section 6 is drained to the outside of the filtration tank 1 through a sludge discharge port provided at the bottom of the filtration tank 1 for drainage treatment. Be seen. Even when this drainage is performed, the drainage can be discharged to the outside of the filtration tank 1 without floating the suspended matter toward the membrane module 3.

【0033】[0033]

【実施例】本発明を、実施例により具体的に示す。 [実施例1]図1に示す浄水処理装置を用いて、濾過試
験を実施した。
EXAMPLES The present invention will be illustrated concretely by examples. [Example 1] A filtration test was performed using the water purification apparatus shown in FIG.

【0034】膜モジュール3には、三菱レイヨン(株)
社製親水性ポリエチレン中空糸膜EX410TS(平均
孔径0.1μm、外径410μm、内径270μm)
を、平板状に集積し、中空糸膜両端に集水管を設けた、
図2に示される平型中空糸膜モジュールを用いた。
The membrane module 3 includes Mitsubishi Rayon Co., Ltd.
Manufactured hydrophilic polyethylene hollow fiber membrane EX410TS (average pore diameter 0.1 μm, outer diameter 410 μm, inner diameter 270 μm)
, Which were accumulated in a flat plate shape and provided with water collecting pipes at both ends of the hollow fiber membrane,
The flat hollow fiber membrane module shown in FIG. 2 was used.

【0035】上記平板型中空糸膜モジュールは、中空糸
膜が水平方向、集積された中空糸膜のプレート面が鉛直
方向となるよう濾過槽1内に配設するとともに、縦方向
に3個の膜モジュール3を連通させて用いた。これら中
空糸膜モジュールの有効膜面積は1.2m2 であった。
また、濾過槽1内には、散気管4の下方に、一辺30mm
の六角形の開口部を有し、縦方向の厚みが30cmである
ハニカム構造板を水平方向に配設した。
In the flat plate type hollow fiber membrane module, the hollow fiber membranes are arranged in the horizontal direction and the plate surface of the integrated hollow fiber membranes is arranged in the vertical direction, and the three modules are arranged in the vertical direction. The membrane module 3 was connected and used. The effective membrane area of these hollow fiber membrane modules was 1.2 m 2 .
In addition, in the filtration tank 1, below the air diffuser 4, one side is 30 mm.
A honeycomb structure plate having a hexagonal opening and having a vertical thickness of 30 cm was arranged in the horizontal direction.

【0036】この濾過槽1内に、カオリンを水道水に1
0mg/L懸濁させた懸濁液を、導入部2から、0.05
3 /hrの速度で導入した。膜モジュール3による濾過
は、中空糸膜モジュール内を吸引ポンプ7により吸引す
ることにより行い、濾過速度が、0.04m3 /m2
hrとなる条件で行った。
Kaolin was added to tap water in the filtration tank 1.
From the introduction section 2, a suspension of 0 mg / L was added,
It was introduced at a rate of m 3 / hr. The filtration by the membrane module 3 is performed by sucking the inside of the hollow fiber membrane module with the suction pump 7, and the filtration speed is 0.04 m 3 / m 2 ·.
I went under the condition of hr.

【0037】まず60分間膜モジュール3による濾過処
理を行った後、吸引ポンプ7を停止し、散気管4よりエ
アーを1分間バブリングして、中空糸膜を動揺させるこ
とにより、膜面の洗浄処理を行った。洗浄終了後5分間
静置し、沈殿部6に濃縮堆積された排水の一部(0.0
0015m3 )を排出した。これを1サイクルとして複
数サイクル濾過処理と洗浄処理を繰り返した(尚、洗浄
処理を行った後は直ちに次の濾過処理を開始した)。
First, after performing a filtration treatment by the membrane module 3 for 60 minutes, the suction pump 7 is stopped, air is bubbled through the air diffusing tube 4 for 1 minute, and the hollow fiber membrane is shaken to wash the membrane surface. I went. After the washing, it is left to stand for 5 minutes, and a part of the drainage (0.0
0015 m 3 ) was discharged. This was set as one cycle, and a plurality of cycles of filtration treatment and washing treatment were repeated (note that after the washing treatment, the next filtration treatment was started immediately).

【0038】所定サイクル終了後の吸引ポンプ7におけ
る吸引圧力の変化を表1に示す。また、1500サイク
ル処理を行った際の、濾過水の原水に対する回収率は9
9.7%であった。本実施例の浄水処理装置を用いる
と、上記の濾過処理とバブリングとを繰り返しても、吸
引圧力の上昇が小さく、よって濁質の濃縮を充分行うこ
とができるので、濾過水の回収性の高い、濾過効率に優
れた浄水処理を行うことができる。
Table 1 shows changes in the suction pressure in the suction pump 7 after the end of the predetermined cycle. In addition, the recovery rate of the filtered water from the raw water after 1500 cycles was 9
9.7%. When the water purification apparatus of this example is used, even if the above filtration processing and bubbling are repeated, the suction pressure does not increase so much that the suspended matter can be sufficiently concentrated, so that the collected water of the filtered water is highly recoverable. It is possible to perform water purification treatment with excellent filtration efficiency.

【0039】[0039]

【表1】 [Table 1]

【0040】[比較例1]図7に示す如く、二枚の平板
5′を沈殿部6′方向に傾斜を持たせて配設した濾過槽
1′を用いたこと以外は、実施例1と同様の条件で浄水
処理及び洗浄処理を行った。得られた結果を表1に示
す。また、本比較例において、500サイクル処理を行
った際の、濾過水の原水に対するの回収率は90%であ
った。
[Comparative Example 1] As shown in FIG. 7, the same as Example 1 except that a filtration tank 1'in which two flat plates 5'are arranged with an inclination in the direction of the precipitation portion 6'is used. Water purification treatment and washing treatment were performed under the same conditions. Table 1 shows the obtained results. In addition, in this comparative example, the recovery rate of the filtered water from the raw water was 90% when the treatment was performed for 500 cycles.

【0041】[0041]

【発明の効果】本発明の浄水処理装置によれば、濾過槽
内の膜モジュールの下方に、開口部を有する邪魔板が水
平に配設されているため、沈殿部の容積を小さくするこ
とが可能であり、濾過水の回収率を向上させることがで
きる。また、邪魔板が開口部を有する構造であるため、
邪魔板上に濁質が堆積することがなく、洗浄処理を行う
際に、濁質が膜モジュール方向に浮遊することがないの
で、効率よく分離膜の洗浄処理を行うことができ、よっ
て濾過効率、浄水の回収性に優れた浄水処理を行うこと
が可能である。
According to the water purification apparatus of the present invention, since the baffle plate having the opening is horizontally arranged below the membrane module in the filtration tank, the volume of the precipitation part can be reduced. This is possible and the recovery rate of filtered water can be improved. Moreover, since the baffle has a structure having an opening,
Since the suspended matter does not accumulate on the baffle plate and the suspended matter does not float toward the membrane module during the cleaning process, the separation membrane can be efficiently cleaned, and thus the filtration efficiency can be improved. It is possible to perform water purification treatment with excellent recoverability of water purification.

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

【図1】図1は本発明の浄水処理装置の一例を示す模式
図である。
FIG. 1 is a schematic diagram showing an example of a water purification apparatus of the present invention.

【図2】図2は実施例において用いた平板型中空糸膜モ
ジュールの模式図である。
FIG. 2 is a schematic view of a flat-plate type hollow fiber membrane module used in Examples.

【図3】図3は本発明の浄水処理装置に用いる開口部を
有する邪魔板の形態例を示す模式図である。
FIG. 3 is a schematic view showing an example of the form of a baffle plate having an opening used in the water purification apparatus of the present invention.

【図4】図4は本発明の浄水処理装置に用いる開口部を
有する邪魔板の他の形態例を示す模式図である。
FIG. 4 is a schematic view showing another embodiment of the baffle plate having an opening used in the water purification apparatus of the present invention.

【図5】図5は本発明の浄水処理装置に用いる開口部を
有する邪魔板の他の形態例を示す模式図である。
FIG. 5 is a schematic view showing another example of a baffle plate having an opening used in the water purification apparatus of the present invention.

【図6】図6は、従来の浄水処理工程を示すフローチャ
ートである。
FIG. 6 is a flow chart showing a conventional water purification process.

【図7】図7は比較例において用いた濾過槽を示す模式
図である。
FIG. 7 is a schematic diagram showing a filtration tank used in a comparative example.

【符号の説明】[Explanation of symbols]

1…濾過槽 2…導入部 3…膜モジュール 4…散気管 5…開口部を有する邪魔板 6…沈殿部 7…吸引ポンプ DESCRIPTION OF SYMBOLS 1 ... Filtration tank 2 ... Introductory part 3 ... Membrane module 4 ... Air diffuser 5 ... Baffle plate having an opening 6 ... Sedimentation part 7 ... Suction pump

───────────────────────────────────────────────────── フロントページの続き (72)発明者 本城 賢治 愛知県名古屋市東区砂田橋四丁目1番60号 三菱レイヨン株式会社商品開発研究所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Kenji Honjo 4-60 Sunadabashi, Higashi-ku, Nagoya, Aichi Prefecture Mitsubishi Rayon Co., Ltd. Product Development Laboratory

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 浄水処理を行う原水を、導入部より濾過
槽内へ導入し、膜モジュールを用いて原水の濾過を行う
浄水処理装置において、膜モジュールの下方に濁質を堆
積させる沈殿部を設けるとともに、膜モジュールと沈殿
部との間には、開口部を有する邪魔板を水平方向に配設
したことを特徴とする浄水処理装置。
1. In a water purification apparatus that introduces raw water to be subjected to water purification treatment into a filtration tank from an introduction unit and filters the raw water using a membrane module, a sedimentation unit for accumulating suspended matters below the membrane module is provided. A water purification apparatus characterized in that a baffle plate having an opening is horizontally arranged between the membrane module and the settling unit.
【請求項2】 膜モジュールと邪魔板との間に散気管を
設けたことを特徴とする請求項1記載の浄水処理装置。
2. The water purification apparatus according to claim 1, wherein an air diffuser is provided between the membrane module and the baffle plate.
【請求項3】 膜モジュールが、中空糸膜を用いたもの
であることを特徴とする請求項1または2記載の浄水処
理装置。
3. The water purification apparatus according to claim 1 or 2, wherein the membrane module uses a hollow fiber membrane.
【請求項4】 中空糸膜を平板状に積層した平型中空糸
膜モジュールを用いたことを特徴とする請求項3記載の
浄水処理装置。
4. The water purification apparatus according to claim 3, wherein a flat hollow fiber membrane module in which hollow fiber membranes are laminated in a flat plate shape is used.
【請求項5】 膜モジュールによる濾過が、吸引濾過方
式により行われることを特徴とする請求項1記載の浄水
処理装置。
5. The purified water treatment apparatus according to claim 1, wherein the filtration by the membrane module is performed by a suction filtration method.
JP02552296A 1996-02-13 1996-02-13 Water purification equipment Expired - Lifetime JP3675551B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP02552296A JP3675551B2 (en) 1996-02-13 1996-02-13 Water purification equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP02552296A JP3675551B2 (en) 1996-02-13 1996-02-13 Water purification equipment

Publications (2)

Publication Number Publication Date
JPH09215979A true JPH09215979A (en) 1997-08-19
JP3675551B2 JP3675551B2 (en) 2005-07-27

Family

ID=12168399

Family Applications (1)

Application Number Title Priority Date Filing Date
JP02552296A Expired - Lifetime JP3675551B2 (en) 1996-02-13 1996-02-13 Water purification equipment

Country Status (1)

Country Link
JP (1) JP3675551B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002058968A (en) * 2000-08-18 2002-02-26 Suehiro Tadashi Filter
JP2009207983A (en) * 2008-03-04 2009-09-17 Metawater Co Ltd Method for recovering phosphorus extract and apparatus for recovering phosphorus extract

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002058968A (en) * 2000-08-18 2002-02-26 Suehiro Tadashi Filter
JP2009207983A (en) * 2008-03-04 2009-09-17 Metawater Co Ltd Method for recovering phosphorus extract and apparatus for recovering phosphorus extract

Also Published As

Publication number Publication date
JP3675551B2 (en) 2005-07-27

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