JPH01191038A - Water quality evaluating method - Google Patents

Water quality evaluating method

Info

Publication number
JPH01191038A
JPH01191038A JP1659388A JP1659388A JPH01191038A JP H01191038 A JPH01191038 A JP H01191038A JP 1659388 A JP1659388 A JP 1659388A JP 1659388 A JP1659388 A JP 1659388A JP H01191038 A JPH01191038 A JP H01191038A
Authority
JP
Japan
Prior art keywords
water
flux
module
hollow fiber
pressure
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
JP1659388A
Other languages
Japanese (ja)
Inventor
Hisao Tanaka
久雄 田中
Osami Kato
修身 加藤
Masao Hamada
雅郎 濱田
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
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 JP1659388A priority Critical patent/JPH01191038A/en
Publication of JPH01191038A publication Critical patent/JPH01191038A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To easily set the area of a film in consideration of a decrease of flux by evaluating the quantity of water from a display of clogging degree=100X(1-B/A), where A is initial flux and B is flux which is a specific time later. CONSTITUTION:Compressed air supplied from an air compression source 1 is supplied to a pressure container 6 through a pressure-proof hose 2. A module 9 which is made of a hollow thread film and has small film area is dipped in the water in a water collection bottle 8 and specific air pressure is applied to the bottle 8 to filter the water through the module 9. The liquid 7 in the bottle 8 is filtered from the external surface of the hollow thread film of the module 9 with the air pressure and discharged to a liquid discharge speaker 11 through a flowmeter 10. At this time, the quantity of the water is evaluated from a display of clogging degree=100X(1-B/A), where A is the initial flux and B is the flux which is the specific time laser. Consequently, the film area is easily set in consideration of the decrease of the flux.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は飲料水を始めとする程々の液体を膜によって濾
過する場合の該液体の水質を評価する方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for evaluating the water quality of a moderate amount of liquid, such as drinking water, when the liquid is filtered through a membrane.

〔従来の技術〕[Conventional technology]

近年、中空糸膜を始めとする種々の多孔質膜を利用し種
々の液体を濾過分離する技術は急速に進歩し、例えば中
空糸膜を利用した飲料水用浄水器等も提供されている。
In recent years, technology for filtering and separating various liquids using various porous membranes including hollow fiber membranes has rapidly advanced, and for example, water purifiers for drinking water using hollow fiber membranes have also been provided.

通常、膜を用いて濾過する場合の膜の寿命(目詰まり)
は、該膜表面に透過出来ない様々な大きさの不溶性物質
の含有量舎帝分に左右され石ものである。その他、薬品
工業、食品工業等に用いられている工程用水の濾過にも
種々の膜が利用されている。
Normally, the lifespan of the membrane (clogging) when filtration is performed using a membrane.
It depends on the content of insoluble substances of various sizes that cannot pass through the membrane surface. In addition, various membranes are also used to filter process water used in the pharmaceutical industry, food industry, and the like.

然るに、これらに利用される膜の総表面積はその取替寿
命を設定して決定される場合が殆どであるが、濾過する
液体がその膜に対して、どの程度の量の被濾過物質を含
んでいるかは、その判定が困難な場合が多く、実際には
適宜総膜面積を設定し、集液を濾過して経験的に設定す
る場合が殆どである。特に自然界に存する井戸水あるい
は湖、沼、河川を源とする上水等は、膜で濾過した場合
の、液中の目詰まり物質の量の多、少の判定は困難であ
った。
However, in most cases, the total surface area of the membrane used in these applications is determined by setting its replacement life, but it also depends on how much of the liquid to be filtered contains the substance to be filtered relative to the membrane. In many cases, it is difficult to determine whether or not the total membrane area is suitable, and in most cases it is determined empirically by appropriately setting the total membrane area and filtering the collected liquid. In particular, it has been difficult to judge the amount of clogging substances in the water when it is filtered with a membrane, such as well water existing in the natural world or tap water originating from lakes, marshes, and rivers.

〔問題点を解決するための手段〕[Means for solving problems]

本発明者等は、このような現状に鑑み、予め中空糸膜の
必要総面積を予測して設定し、更に膜モジュールの取替
寿命を予め設定するに必要な水質の評価方法を確立する
に至った。
In view of the current situation, the present inventors have established a water quality evaluation method necessary for predicting and setting the required total area of hollow fiber membranes in advance, and further setting the replacement life of membrane modules in advance. It's arrived.

本発明の要旨は、中空糸膜からなる膜面積の少なるモジ
ュールを採水ビン中の水中に浸漬し、該採水ビンに所定
の空気圧をかけ、該モジュールによって水をろ過するに
際し、初期の7ラツクス(ml 7分)をA、所定時間
後の7ラツクス(ml 7分)をBとして 目詰まり度
=100×[1−−) の表示により水質を評価するこ
とを特徴とする水質評価方法にある。
The gist of the present invention is to immerse a module with a small membrane area made of a hollow fiber membrane in water in a water sampling bottle, apply a predetermined air pressure to the water sampling bottle, and filter water by the module. A water quality evaluation method characterized by evaluating water quality by displaying clogging degree = 100 x [1--), where A is 7 lacs (ml 7 minutes) and B is 7 lacs (ml 7 minutes) after a predetermined time. It is in.

以下、図面を参照しつつ本発明の方法を詳細に説明する
Hereinafter, the method of the present invention will be explained in detail with reference to the drawings.

第1図は本発明の方法の一実施態様を示すもので、コン
プレッサー等の空気加圧源(1)から供給される加圧空
気は、耐圧ホース(2)を経て、圧力調整弁(3)にて
圧力計(4)の表示を基に所定の圧力に設定され、パル
プ(5)を経て圧力容器(6)に供給される。
FIG. 1 shows an embodiment of the method of the present invention, in which pressurized air supplied from an air pressurization source (1) such as a compressor passes through a pressure-resistant hose (2), and then passes through a pressure regulating valve (3). The pulp is set at a predetermined pressure based on the display on the pressure gauge (4), and is supplied to the pressure vessel (6) via the pulp (5).

他方圧力容器(6)内には測定する液(7)が採液され
た、例えばポリエチレン製等の採液ビン(8)がセット
される。この液(7)中に膜面積の少なる中空糸膜モジ
ュール(9)が浸漬される。
On the other hand, a liquid sampling bottle (8) made of, for example, polyethylene, containing a liquid to be measured (7) is set in the pressure vessel (6). A hollow fiber membrane module (9) with a small membrane area is immersed in this liquid (7).

中空糸膜としては、公知の親水性中空糸膜又は親水化さ
れた疎水性中空糸膜を用いることができる。又、中空糸
膜モジュールとしては膜面積がおよそ5〜50 cut
”程度のものが用いられる。
As the hollow fiber membrane, a known hydrophilic hollow fiber membrane or a hydrophobic hollow fiber membrane made hydrophilic can be used. Also, as a hollow fiber membrane module, the membrane area is approximately 5 to 50 cut.
``Something of the order of magnitude is used.

中空糸膜モジュール(9)としては複数本の中空糸膜が
U字型に集束され、端部が樹脂で固定されたものを利用
すれば良い。採液ビン(8)中の液(7)は、空気加圧
によって中空糸膜モジュール(9)の中空糸膜外表面か
らテ過され、流量計(10)を経て排液ビーカー(11
)に排出される。
The hollow fiber membrane module (9) may be one in which a plurality of hollow fiber membranes are bundled into a U-shape and the ends are fixed with resin. The liquid (7) in the liquid collection bottle (8) is filtered from the outer surface of the hollow fiber membrane of the hollow fiber membrane module (9) by air pressure, passes through the flow meter (10), and is transferred to the drain beaker (11).
) is discharged.

空気圧力は、中空糸膜モジュール(9)の膜面積に応じ
て適宜設定されれば良いが、圧力容器(6)を使用する
ことを考えれば、通常0.5〜1.5ゆ/crrL2 
 程度が最も好ましい。
The air pressure may be set appropriately depending on the membrane area of the hollow fiber membrane module (9), but if a pressure vessel (6) is used, it is usually 0.5 to 1.5 Yu/crrL2.
degree is most preferred.

又、濾過開始直後は、中空糸膜モジュール(9)内に包
含されている空気や中空糸膜モジュール(9)以降の配
管系に包含されている空気が排出されるために正確なり
過水量が得られないので、通常濾過開始直後5〜30秒
後に初期フラックスAの測定がなされる享が好ましい。
In addition, immediately after the start of filtration, the air contained in the hollow fiber membrane module (9) and the air contained in the piping system after the hollow fiber membrane module (9) are discharged, so the amount of excess water is accurately measured. Therefore, it is preferable to measure the initial flux A usually 5 to 30 seconds after the start of filtration.

又、所定時間後のフラックスBの測定は、通常ヂ過開始
後8〜30分後程度に実施すればよい。
Furthermore, the measurement of flux B after a predetermined period of time may normally be carried out about 8 to 30 minutes after the start of passing.

尚、飲料水に用いられる上水に於いては、採水してから
例えば半日ないし一日以上経過すると、バクテリアの繁
殖を主要因とする目詰まり物質の量の変化が考えられる
ので、採水してからは出来るだけ早期に評価する事が好
ましい。
Regarding tap water used for drinking water, if half a day or more than a day has passed since the water was sampled, there may be a change in the amount of clogging substances, mainly due to bacterial growth. After that, it is preferable to evaluate as early as possible.

〔実施例〕〔Example〕

次に本発明の方法を実施例に基づいて説明する。 Next, the method of the present invention will be explained based on examples.

実施例1 四種類の上水について、第1図の装置を用いて下記の条
件で水質を評価し、その結果を第1表に示した。
Example 1 The water quality of four types of tap water was evaluated using the apparatus shown in FIG. 1 under the following conditions, and the results are shown in Table 1.

(1)  中空糸膜モジュール:三菱レイヨン(株)j
!&中空糸EHF 270T 膜面積:10cI!L” 形状=U字型、膜有効長 25m翼 (2)加圧空気:  1に9/ci” (3)採水量:1j (4)  フラックスAの測定:濾過開始後30秒で測
定 (5)7ラツクスBの測定二濾過開始後1o分で測定 第  1  表 次に前記四種類の上水のテ過処理を下記の条件で実際に
実施し、積算濾過量とフラックスとの関係を測定しその
結果を第2図に示した。
(1) Hollow fiber membrane module: Mitsubishi Rayon Co., Ltd.
! &Hollow fiber EHF 270T membrane area: 10cI! L” shape = U-shape, membrane effective length 25m blade (2) Pressurized air: 1 to 9/ci” (3) Water sampling amount: 1j (4) Measurement of flux A: Measured 30 seconds after starting filtration (5 ) Measurement of 7 lux B 2 Measurements 1 minute after starting filtration Table 1 Next, the above four types of water filtration treatments were actually carried out under the following conditions, and the relationship between the cumulative filtration amount and flux was measured. The results are shown in Figure 2.

(1)中空糸膜モジュール:三菱レイヨン(株)製中空
糸EHF270T 膜面積: 0.6m″ 形状:U字型、有効膜長 90m冨 (2)測定圧カニ  1 kiil/cm”第2図から
明らかな如く、目詰まり度と7ラツクスの低下は、極め
て密接な関係を有している      −〇 〔発明の効果〕 以上説明する如く本発明の方法により目詰まり度を測定
すれば、フラックス低下を考慮しての膜面積の設定を容
易に行なうことができる。
(1) Hollow fiber membrane module: Hollow fiber EHF270T manufactured by Mitsubishi Rayon Co., Ltd. Membrane area: 0.6 m'' Shape: U-shaped, effective membrane length 90 m (2) Measuring pressure 1 kiil/cm'' From Figure 2 As is clear, there is a very close relationship between the degree of clogging and the decrease in 7 lux. -〇 [Effects of the Invention] As explained above, if the degree of clogging is measured by the method of the present invention, it is possible to reduce the decrease in flux. The membrane area can be easily set taking this into account.

又、本発明の方法を実施するだめの装置は極めて簡便な
ものであり、コンパクトで持運び可能なものにすること
が出来る。
Furthermore, the apparatus for carrying out the method of the present invention is extremely simple and can be made compact and portable.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の方法を実施するための装置の一例を示
すものである。図において、(1)空気加圧源    
  (2)耐圧ホース(3)圧力調整弁      (
4)圧力計(5)バルブ        (6)圧力容
器(7)液          (8)採液ピン(9)
中空糸膜モジュール  (10)流量計(11)排液ビ
ーカー を示す。 第1表は4ケ所で採液した上水の目詰まり度を示す。又
、第2図は上記4ケ所の上水を一定膜面積の中空糸膜モ
ジュールで実際に濾過した時の積算流量とフラックスの
関係を示すグラフである。 ヤ 1 口 乙 + 2 図 f         2       3珍$流量(m
3)
FIG. 1 shows an example of an apparatus for carrying out the method of the invention. In the figure, (1) Air pressurization source
(2) Pressure resistant hose (3) Pressure regulating valve (
4) Pressure gauge (5) Valve (6) Pressure vessel (7) Liquid (8) Liquid sampling pin (9)
Hollow fiber membrane module (10) Flow meter (11) Drain beaker is shown. Table 1 shows the degree of clogging of tap water sampled at four locations. Moreover, FIG. 2 is a graph showing the relationship between the integrated flow rate and the flux when the tap water at the four locations mentioned above is actually filtered using a hollow fiber membrane module having a constant membrane area. Ya 1 Mouth + 2 Figure f 2 3 Chin $ flow rate (m
3)

Claims (1)

【特許請求の範囲】[Claims] 中空糸膜からなる膜面積の少なるモジュールを採水ビン
中の水中に浸漬し、該採水ビンに所定の空気圧をかけ、
該モジュールによって水をろ過するに際し、初期のフラ
ックス(ml/分)をA、所定時間後のフラックス(m
l/分)をBとして目詰まり度=100×[1−(B/
A)]の表示により水質を評価することを特徴とする水
質評価方法。
A module with a small membrane area made of a hollow fiber membrane is immersed in water in a water sampling bottle, and a predetermined air pressure is applied to the water sampling bottle.
When filtering water by this module, the initial flux (ml/min) is A, and the flux after a predetermined time (m
degree of clogging = 100 x [1-(B/min)
A) A water quality evaluation method characterized by evaluating water quality by displaying.
JP1659388A 1988-01-27 1988-01-27 Water quality evaluating method Pending JPH01191038A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1659388A JPH01191038A (en) 1988-01-27 1988-01-27 Water quality evaluating method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1659388A JPH01191038A (en) 1988-01-27 1988-01-27 Water quality evaluating method

Publications (1)

Publication Number Publication Date
JPH01191038A true JPH01191038A (en) 1989-08-01

Family

ID=11920576

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1659388A Pending JPH01191038A (en) 1988-01-27 1988-01-27 Water quality evaluating method

Country Status (1)

Country Link
JP (1) JPH01191038A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5198116A (en) * 1992-02-10 1993-03-30 D.W. Walker & Associates Method and apparatus for measuring the fouling potential of membrane system feeds
JP2006095406A (en) * 2004-09-29 2006-04-13 Toray Ind Inc Method and apparatus for evaluating membrane filtering propert, and method and apparatus for membrane separation
JP2007125465A (en) * 2005-11-01 2007-05-24 Mitsubishi Rayon Co Ltd Method for estimating degree of contamination of separating membrane used for membrane separation/activated sludge device
JP2007152192A (en) * 2005-12-02 2007-06-21 Yokohama National Univ Water quality monitoring equipment and water treatment facility
CN105954484A (en) * 2016-04-27 2016-09-21 北京小米移动软件有限公司 Method and device for detecting water quality

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5198116A (en) * 1992-02-10 1993-03-30 D.W. Walker & Associates Method and apparatus for measuring the fouling potential of membrane system feeds
JP2006095406A (en) * 2004-09-29 2006-04-13 Toray Ind Inc Method and apparatus for evaluating membrane filtering propert, and method and apparatus for membrane separation
JP2007125465A (en) * 2005-11-01 2007-05-24 Mitsubishi Rayon Co Ltd Method for estimating degree of contamination of separating membrane used for membrane separation/activated sludge device
JP2007152192A (en) * 2005-12-02 2007-06-21 Yokohama National Univ Water quality monitoring equipment and water treatment facility
CN105954484A (en) * 2016-04-27 2016-09-21 北京小米移动软件有限公司 Method and device for detecting water quality

Similar Documents

Publication Publication Date Title
TW478949B (en) Water dispensing apparatus with filter integrity testing system and method for testing and operating the same
JP2003517922A (en) Method and apparatus for testing the integrity of a filtration membrane
GB2329394B (en) Method for quantitation of microorganism contamination of liquids and apparatus therefor
DE3378494D1 (en) Method of for monitoring concentration of gas in a liquid
ATE147870T1 (en) DEVICE FOR DISPENSING MEASURED QUANTITIES OF LIQUID
CA2967445C (en) Interface module for filter integrity testing
US3898042A (en) Method and apparatus for continuously determining total copper in an aqueous stream
US4389879A (en) Method and apparatus for determining the colloid index in liquids
FR2521299A1 (en) METHOD AND APPARATUS FOR IONIC CHROMATOGRAPHY ANALYSIS OF ANIONS.
JPH01191038A (en) Water quality evaluating method
US10046988B2 (en) RO installation for flushing solutions
US6666970B1 (en) Process and apparatus for testing filtration unit integrity
US4579631A (en) Measurement of oxygen concentration
IL30873A (en) Method for automatically measuring osmotic fragility of red blood cells and device therefor
JP4931039B2 (en) Water quality monitoring equipment and water treatment equipment
JP3243677B2 (en) Leak detector for membrane breakage in membrane filtration device
US10307715B2 (en) Control of an RO installation for flushing solutions
Kuhn et al. An assessment of the jet-test method for solubility measurement of dental cements
JP2634723B2 (en) Residual chlorine measuring device
JPH0975690A (en) Method and device for detecting damage of water treatment filter and water treatment apparatus equipped with the same
GB2034032A (en) Detection of a Specific Substance in a Bulk Fluid
JP2524662B2 (en) Device for measuring alcohol content of moisturizing fluids
KR100503622B1 (en) Apparatus and method for examining defect of hollow fiber membrane module
JPH02278154A (en) Suspended material separator for water quality measuring apparatus
JP2806209B2 (en) Liquid filling method