JP3489315B2 - Water treatment method - Google Patents
Water treatment methodInfo
- Publication number
- JP3489315B2 JP3489315B2 JP03064996A JP3064996A JP3489315B2 JP 3489315 B2 JP3489315 B2 JP 3489315B2 JP 03064996 A JP03064996 A JP 03064996A JP 3064996 A JP3064996 A JP 3064996A JP 3489315 B2 JP3489315 B2 JP 3489315B2
- Authority
- JP
- Japan
- Prior art keywords
- pressure
- water
- membrane
- removal rate
- nanofiltration
- 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.)
- Expired - Fee Related
Links
Landscapes
- Separation Using Semi-Permeable Membranes (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は浄水処理方法に係
り、特に、低圧の逆浸透膜よりなるナノ濾過膜を用いて
用水から浄水を得る方法において、浄水のうまみ成分と
して必要な硬度成分を適度に除去すると共に、トリハロ
メタン前駆物質などの有機物質を高度に除去し、浄水と
して良好な水質を有する水を得る方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for treating purified water, and more particularly, in a method for obtaining purified water from water by using a nanofiltration membrane composed of a low-pressure reverse osmosis membrane, a hardness component required as a umami component of purified water The present invention relates to a method for obtaining water having good water quality as purified water, by removing organic substances such as trihalomethane precursors to a high degree as well as removing water.
【0002】[0002]
【従来の技術】淡水、その他の原水から浄水を得るため
には、不純物やトリハロメタン前駆物質等の汚染物質を
高度に除去する一方で、うまみ成分となる硬度成分(ミ
ネラル成分)については、これを適度に(硬度成分が所
要量残るように)除去し、うまみのある水を得ることが
重要となる。In order to obtain purified water from fresh water and other raw water, contaminants such as impurities and trihalomethane precursors are highly removed, while hardness components (mineral components) that are umami components are It is important to remove water moderately (so that the required amount of hardness component remains) and obtain savory water.
【0003】従来、浄水は、取水源からの水を凝集沈澱
及び砂濾過処理した後、塩素で滅菌処理して製造されて
いる。また、このように処理して得られた水に更に高度
処理としてオゾン処理や活性炭吸着処理或いは生物処理
が行われる場合もある。Conventionally, purified water is produced by subjecting water from a water intake source to coagulation and sedimentation and sand filtration, followed by sterilization with chlorine. Further, the water obtained by such treatment may be subjected to ozone treatment, activated carbon adsorption treatment or biological treatment as a further advanced treatment.
【0004】この高度処理として主に採用されている処
理は、活性炭吸着処理であるが、活性炭吸着処理では、
活性炭が破過したときに、その再生操作を必要とすると
いう不具合がある。The treatment mainly adopted as the advanced treatment is activated carbon adsorption treatment, but in the activated carbon adsorption treatment,
When activated carbon breaks through, there is a problem that the regeneration operation is required.
【0005】これに対して、膜濾過法であれば、再生処
理を必要とすることなく、効率的な処理を行うことがで
きる。On the other hand, in the case of the membrane filtration method, efficient treatment can be performed without the need for regeneration treatment.
【0006】特に、浄水処理への適用が有効であると考
えられる膜濾過法として、ナノ濾過法が挙げられる。[0006] In particular, a nanofiltration method is mentioned as a membrane filtration method which is considered to be effectively applied to water purification treatment.
【0007】ナノ濾過法は、1ナノメートル(1nm)
前後のサイズをもつ分子を除去する膜濾過法であり、限
外濾過法と逆浸透法の中間に位置し、その除去対象物質
は、分子量最大数百までの低分子有機物質(トリハロメ
タン前駆物質、農薬、臭気物質、合成洗剤など)、カル
シウム・マグネシウムなど硬度成分及び蒸発残留物など
である。The nanofiltration method is 1 nanometer (1 nm)
It is a membrane filtration method that removes molecules with front and rear sizes, and is located between the ultrafiltration method and the reverse osmosis method, and the substance to be removed is a low molecular weight organic substance with a molecular weight of up to several hundreds (trihalomethane precursor, Agricultural chemicals, odorants, synthetic detergents, etc., hardness components such as calcium and magnesium, and evaporation residues.
【0008】このナノ濾過法には、低圧の逆浸透膜より
なるナノ濾過膜が用いられ、通常の場合、水回収率を高
くするために、可能な範囲で高い操作圧力で膜濾過が実
施されている。[0008] In this nanofiltration method, a nanofiltration membrane composed of a low-pressure reverse osmosis membrane is used. Usually, in order to increase the water recovery rate, the membrane filtration is carried out at a high operating pressure as much as possible. ing.
【0009】[0009]
【発明が解決しようとする課題】しかしながら、逆浸透
膜よりなるナノ濾過膜を用いてナノ濾過を行った場合、
逆浸透膜は硬度成分の通過を阻止するため、得られる水
はミネラル成分が少なく、うまみが損なわれたものとな
る。例えば、市販の逆浸透膜で、トリハロメタン前駆物
質の除去率が90%以上の膜性能を有するものの多く
は、硬度成分の除去率も80%以上であるため、特に、
軟水を原水として処理した場合には、硬度成分濃度が著
しく低下し、うまみのない水が得られる。However, when nanofiltration is performed using a nanofiltration membrane composed of a reverse osmosis membrane,
Since the reverse osmosis membrane blocks the passage of hardness components, the resulting water has a small amount of mineral components and the taste is impaired. For example, most commercially available reverse osmosis membranes having a membrane performance with a trihalomethane precursor removal rate of 90% or more also have a hardness component removal rate of 80% or more.
When soft water is treated as raw water, the hardness component concentration is remarkably reduced and umami-free water is obtained.
【0010】一方、市販の限外濾過膜であれは、硬度成
分の通過は阻止しないが、トリハロメタン前駆物質の除
去率は30〜50%程度であり、浄水の高度処理には不
適当である。On the other hand, commercially available ultrafiltration membranes do not prevent the passage of hardness components, but the removal rate of trihalomethane precursors is about 30 to 50%, which is unsuitable for advanced treatment of purified water.
【0011】本発明は上記従来の実情に鑑みてなされた
ものであって、浄水のうまみ成分として必要な硬度成分
を適度に除去すると共に、トリハロメタン前駆物質など
の有機物質を高度に除去して、浄水として良好な水質を
有する水を得る浄水処理方法を提供することを目的とす
る。The present invention has been made in view of the above-mentioned conventional circumstances, and appropriately removes a hardness component necessary as an umami component of purified water and highly removes an organic substance such as a trihalomethane precursor, It is an object of the present invention to provide a water purification method for obtaining water having good water quality as purified water.
【0012】[0012]
【課題を解決するための手段】本発明の浄水処理方法
は、原水をナノ濾過膜により膜濾過する浄水処理方法に
おいて、膜濾過の操作圧力を、該膜による硬度成分の除
去率が圧力依存性を示す圧力範囲であって、かつ、低分
子有機物の除去率が圧力依存性を示さない圧力範囲とす
ることを特徴とする。The water purification treatment method of the present invention is a water purification treatment method in which raw water is subjected to membrane filtration with a nanofiltration membrane, and the operating pressure of the membrane filtration is such that the removal rate of the hardness component by the membrane is pressure-dependent. Is a pressure range in which the removal rate of low molecular weight organic substances does not show pressure dependence.
【0013】なお、操作圧力とは、膜差圧、即ち、膜の
原水側の圧力と透過水(濾過水)側の圧力との差であ
る。The operating pressure is the transmembrane pressure, that is, the difference between the pressure on the raw water side of the membrane and the pressure on the permeate (filtered water) side.
【0014】本発明においては、硬度成分に対しては圧
力依存性を示す圧力範囲、即ち、圧力に応じて硬度成分
の除去率が変化する圧力範囲であって、トリハロメタン
前駆物質等の低分子有機物(或いは、その指標となるT
OC)に対しては圧力依存性を示さない圧力範囲、即
ち、圧力が変わっても、除去率が高くほぼ一定に保たれ
る圧力範囲で膜濾過を行う。In the present invention, a pressure range showing a pressure dependency with respect to the hardness component, that is, a pressure range in which the removal rate of the hardness component changes according to the pressure, is a low molecular weight organic substance such as a trihalomethane precursor. (Alternatively, the T
Membrane filtration is performed in a pressure range that does not show pressure dependency with respect to OC), that is, in a pressure range in which the removal rate is high and is maintained substantially constant even if the pressure changes.
【0015】このような圧力範囲で膜濾過を行うことに
より、トリハロメタン前駆物質等の低分子有機物につい
てはその90%以上を除去し、一方、硬度成分について
は、除去率を80%以下に抑えることができ、硬度成分
を適度に残留させて、うまみのある浄水を得ることがで
きる。By performing membrane filtration in such a pressure range, 90% or more of low molecular weight organic substances such as trihalomethane precursors are removed, while the removal rate of hardness components is suppressed to 80% or less. It is possible to obtain a purified water with a good taste by appropriately leaving the hardness component.
【0016】[0016]
【発明の実施の形態】以下に、本発明の浄水処理方法の
実施の形態を詳細に説明する。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the water purification treatment method of the present invention will be described in detail below.
【0017】本発明方法で用いられるナノ濾過膜として
は、操作圧力2kgf/cm2 のときのトリハロメタン
前駆物質の除去率が85〜95%であり、且つCa2+イ
オンの除去率が50〜80%の分離膜が好ましい。The nanofiltration membrane used in the method of the present invention has a trihalomethane precursor removal rate of 85 to 95% and a Ca 2+ ion removal rate of 50 to 80 at an operating pressure of 2 kgf / cm 2. % Separation membranes are preferred.
【0018】本発明の浄水処理方法においては、ナノ濾
過の操作圧力を、膜による硬度成分の除去率が圧力依存
性を示す圧力範囲であって、かつ、低分子有機物の除去
率が圧力依存性を示さない圧力範囲とする。即ち、この
ような圧力範囲において、膜による硬度成分の除去率
が、例えば70%以下と小さく、低分子有機物の除去率
が、90%以上と大きい操作圧力を設定して、ナノ濾過
を実施する。In the water purification treatment method of the present invention, the operating pressure of the nanofiltration is within the pressure range in which the removal rate of the hardness component by the membrane shows the pressure dependence, and the removal rate of the low molecular weight organic matter has the pressure dependence. The pressure range is not shown. That is, in such a pressure range, the removal rate of the hardness component by the membrane is small, for example, 70% or less, and the removal rate of the low-molecular weight organic matter is 90% or more. .
【0019】本発明で採用する操作圧力は、用いる膜の
性能等によっても異なるが、通常の場合、1〜3kgf
/cm2 程度の低圧とするのが好ましい。このような低
圧の条件で操作することにより、膜の汚染が軽減し、高
圧で操作する場合に比べて、長期に亘り安定した運転を
継続することも可能となる。The operating pressure adopted in the present invention varies depending on the performance of the membrane to be used, etc., but normally it is 1 to 3 kgf.
A low pressure of about / cm 2 is preferable. By operating under such a low pressure condition, the contamination of the membrane is reduced, and it becomes possible to continue stable operation for a long period of time as compared with the case of operating at a high pressure.
【0020】本発明の浄水処理方法は、このようにナノ
濾過の操作圧力を、膜による硬度成分の除去率が圧力依
存性を示す圧力範囲であって、かつ、低分子有機物の除
去率が圧力依存性を示さない圧力範囲とすること以外
は、常法に従って実施することができる。In the water purification treatment method of the present invention, the operating pressure for nanofiltration is thus within the pressure range in which the removal rate of the hardness component by the membrane shows pressure dependency, and the removal rate of the low-molecular organic matter is the pressure. It can be carried out according to a conventional method, except that the pressure range is not dependent.
【0021】本発明に係るナノ濾過は、一般的には、通
常の浄水処理における砂濾過の後段で実施される。即
ち、凝集沈澱槽及び砂濾過槽の後段に、加圧ポンプを介
してナノ濾過エレメントを装填したベッセルを設け、透
過水を塩素により減菌処理して浄水を得る。この場合、
更に、オゾン処理や活性炭吸着処理などの高度処理を行
っても良く、また、この高度処理は省略しても良い。ま
た、本発明に係るナノ濾過は通常の浄水処理で得られた
浄水に対して行っても良い。The nanofiltration according to the present invention is generally carried out after the sand filtration in the usual water purification treatment. That is, a vessel loaded with a nanofiltration element via a pressure pump is provided in the subsequent stage of the flocculation sedimentation tank and the sand filtration tank, and the permeated water is sterilized by chlorine to obtain purified water. in this case,
Further, advanced treatment such as ozone treatment or activated carbon adsorption treatment may be performed, and this advanced treatment may be omitted. Further, the nanofiltration according to the present invention may be performed on purified water obtained by a normal water purification treatment.
【0022】なお、加圧ポンプとしては、揚程が30m
H2 0程度までの汎用の渦巻きポンプを用いることが
できる。The pressure pump has a head of 30 m.
It is possible to use general centrifugal pumps of up to about H 2 0.
【0023】膜モジュールの形態としては、スパイラル
型のものが好適であるが、他の形態のものであっても良
い。As the form of the membrane module, the spiral type is preferable, but other forms may be used.
【0024】[0024]
【実施例】以下に実施例を挙げて本発明をより具体的に
説明する。EXAMPLES The present invention will be described in more detail with reference to the following examples.
【0025】実施例1
下記仕様の低圧逆浸透膜エレメントを用いて、表1に示
す水質の相模湖水を原水として膜濾過を行った。Example 1 A low pressure reverse osmosis membrane element having the following specifications was used to perform membrane filtration using Sagami Lake water having the water quality shown in Table 1 as raw water.
【0026】低圧逆浸透膜エレメント
米国Fluidsystems社製のスパイラル低圧逆
浸透膜エレメント「TFC4921S」
直 径:4インチ
長 さ:1m
有効圧力 :24kgf/cm2 以下
食塩脱塩率:操作圧力5.5kgf/cm2 で85%
操作圧力2kgf/cm2 のときのトリハロメタン前駆
物質の除去率:95%
操作圧力2kgf/cm2 のときのCa2+イオンの除去
率:70%
トリハロメタン前駆物質の除去率が圧力依存性を示さな
い圧力範囲:1.0kgf/cm2 以上
Ca2+の除去率が圧力依存性を示す圧力範囲:7kgf
/cm2 以下
平均操作圧力を2.5kgf/cm2 とし、水回収率7
5%に設定して膜濾過を行った。透過水量は平均2.5
m3 /本/日であった。透過水水質と、初期透過水量及
び1ヶ月経過後の透過水量とを表1に示す。 Low Pressure Reverse Osmosis Membrane Element Spiral low pressure reverse osmosis membrane element "TFC4921S" manufactured by Fluidsystems, USA Direct diameter: 4 inches Length: 1 m Effective pressure: 24 kgf / cm 2 or less Salt desalination rate: Operating pressure 5.5 kgf / removal rate of trihalomethane precursors in the case of cm 2 in 85% operating pressure 2 kgf / cm 2: Ca 2+ ion removal rate under a condition of 95% operating pressure 2 kgf / cm 2: 70% trihalomethanes removal rate of precursor pressure Pressure range that does not show dependence: 1.0 kgf / cm 2 or more Pressure range where removal rate of Ca 2+ shows pressure dependence: 7 kgf
/ Cm 2 or less Average operating pressure is 2.5 kgf / cm 2 and water recovery rate is 7
Membrane filtration was performed at 5%. The average amount of permeated water is 2.5
It was m 3 / book / day. Table 1 shows the permeated water quality, the initial permeated water amount, and the permeated water amount after one month has elapsed.
【0027】実施例2,3、比較例1〜3
平均操作圧力を表1の通りとしたこと以外は、実施例1
と同様にして相模湖水の膜濾過を行った。透過水水質及
び透過水量を表1に示す。Examples 2 and 3, Comparative Examples 1 to 3 Example 1 except that the average operating pressure was as shown in Table 1.
Membrane filtration was performed in the same manner as in Sagami Lake water. The permeated water quality and the amount of permeated water are shown in Table 1.
【0028】[0028]
【表1】 [Table 1]
【0029】実施例4、比較例4
厚木市の水道水を分画分子量50,000のスパイラル
限外濾過膜に通し、次いで、重亜硫酸ナトリウムを連続
的に注入して水道水中の残留塩素を還元させて原水とし
た。この原水を実施例1で用いたものと同様のスパイラ
ル低圧逆浸透膜「エレメントTFC4921S」を装填
した圧力ベッセルに操作圧力を変えて通水した。Example 4, Comparative Example 4 Tap water of Atsugi City was passed through a spiral ultrafiltration membrane having a cut-off molecular weight of 50,000, and then sodium bisulfite was continuously injected to reduce residual chlorine in the tap water. Let it be raw water. This raw water was passed through a pressure vessel loaded with a spiral low pressure reverse osmosis membrane "Element TFC4921S" similar to that used in Example 1 while changing the operating pressure.
【0030】その結果を表2に示す。The results are shown in Table 2.
【0031】[0031]
【表2】 [Table 2]
【0032】表2の通り、操作圧力を2.5kgf/c
m2 に設定した条件では、透過水量は2.5m3 /本/
日で1ヶ月安定であったが、操作圧力を8kgf/cm
2 に設定した条件では、透過水量は初期8.0m3 /本
/日であったが、通水日数が経過するとともに低下し、
1ヶ月後には2.8m3 /本/日と著しく低下した。As shown in Table 2, the operating pressure is 2.5 kgf / c.
The condition set for m 2, permeate flow rate is 2.5 m 3 / present /
It was stable for one month a day, but the operating pressure was 8 kgf / cm.
Under the condition set to 2 , the permeated water amount was initially 8.0 m 3 / line / day, but decreased with the passage of water,
After 1 month, it was remarkably decreased to 2.8 m 3 / piece / day.
【0033】表1、2から明らかな通り、本発明によれ
ば、硬度成分を適度に含み、且つ有機物質濃度がきわめ
て低い水を、長期に亘り安定に得ることができることが
わかる。As is apparent from Tables 1 and 2, according to the present invention, it is possible to stably obtain water containing a hardness component in an appropriate amount and having an extremely low organic substance concentration for a long period of time.
【0034】[0034]
【発明の効果】以上詳述した通り、本発明の浄水処理方
法によれば、ナノ濾過法により浄水のうまみ成分として
必要な硬度成分を適度に除去すると共に、トリハロメタ
ン前駆物質などの有機物質を高度に除去して、浄水とし
て良好な水質を有する水を得ることができる。As described in detail above, according to the water purification treatment method of the present invention, the hardness component necessary as the umami component of the purified water is appropriately removed by the nanofiltration method, and the organic substances such as trihalomethane precursors are highly removed. Water which has good water quality can be obtained as purified water.
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) C02F 1/44 B01D 61/00 - 71/82 ─────────────────────────────────────────────────── ─── Continuation of the front page (58) Fields surveyed (Int.Cl. 7 , DB name) C02F 1/44 B01D 61/00-71/82
Claims (2)
処理方法において、膜濾過の操作圧力を、該膜による硬
度成分の除去率が圧力依存性を示す圧力範囲であって、
かつ、低分子有機物の除去率が圧力依存性を示さない圧
力範囲とすることを特徴とする浄水処理方法。1. A water purification treatment method for membrane filtration of raw water through a nanofiltration membrane, wherein an operating pressure of the membrane filtration is a pressure range in which a removal rate of a hardness component by the membrane shows pressure dependency,
Moreover, the water purification method is characterized in that the removal rate of the low-molecular weight organic matter is within a pressure range that does not show pressure dependence.
〜3kgf/cm2とすることを特徴とする浄水処理方
法。2. The method according to claim 1, wherein the operating pressure is 1
The water purification method is characterized in that it is set to 3 kgf / cm 2 .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP03064996A JP3489315B2 (en) | 1996-02-19 | 1996-02-19 | Water treatment method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP03064996A JP3489315B2 (en) | 1996-02-19 | 1996-02-19 | Water treatment method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH09220565A JPH09220565A (en) | 1997-08-26 |
| JP3489315B2 true JP3489315B2 (en) | 2004-01-19 |
Family
ID=12309660
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP03064996A Expired - Fee Related JP3489315B2 (en) | 1996-02-19 | 1996-02-19 | Water treatment method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3489315B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6645383B1 (en) * | 2000-08-25 | 2003-11-11 | Usf Consumer & Commercial Watergroup, Inc. | Process and apparatus for blending product liquid from different TFC membranes |
-
1996
- 1996-02-19 JP JP03064996A patent/JP3489315B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH09220565A (en) | 1997-08-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP0253287A1 (en) | Combined membrane and sorption process for selective ion removal | |
| JPH08108048A (en) | Reverse osmosis separation device and reverse osmosis separation method | |
| JP2008229418A (en) | Industrial water treatment method and treatment apparatus | |
| JP3800449B2 (en) | Method and apparatus for treating organic wastewater containing high concentrations of salts | |
| JPH10272495A (en) | Treatment of organic waste water containing salts of high concentration | |
| JPH0787914B2 (en) | Membrane separation method | |
| JP2003170165A (en) | Fresh water method | |
| JPH10309567A (en) | Water purification equipment | |
| JP3832602B2 (en) | Water purifier and water purifier | |
| JP3489315B2 (en) | Water treatment method | |
| JP2007245003A (en) | Seawater desalination method | |
| JPH09141260A (en) | Method for desalination of seawater | |
| KR100473532B1 (en) | Purifying system for hollow yarn membran and operation method of the purifying system | |
| JPH06262173A (en) | Membrane purifying method for surface water with improved recovery rate and operation method of its device | |
| JPH10192851A (en) | Water purifying treatment apparatus | |
| Moulin et al. | Design and performance of membrane filtration installations: Capacity and product quality for drinking water applications | |
| JP3525699B2 (en) | Water treatment method containing organic components and manganese | |
| JP2002346347A (en) | Method and apparatus for filtration | |
| JP2003340247A (en) | Water treatment apparatus and method | |
| JP3079604B2 (en) | Water treatment equipment | |
| JP2003117553A (en) | Freshening method and freshening device | |
| JPH11277060A (en) | Manganese-containing water treatment equipment | |
| JP2001252662A (en) | Fresh water production method | |
| JPH10202297A (en) | Waterpurifying method and device therefor | |
| JP3454295B2 (en) | How to treat tap water |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20071107 Year of fee payment: 4 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20081107 Year of fee payment: 5 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20081107 Year of fee payment: 5 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20091107 Year of fee payment: 6 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20101107 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20101107 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20111107 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20111107 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20121107 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20121107 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20131107 Year of fee payment: 10 |
|
| LAPS | Cancellation because of no payment of annual fees |