Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3552230B2 - Oxidation ditch device - Google Patents
[go: Go Back, main page]

JP3552230B2 - Oxidation ditch device - Google Patents

Oxidation ditch device Download PDF

Info

Publication number
JP3552230B2
JP3552230B2 JP18809798A JP18809798A JP3552230B2 JP 3552230 B2 JP3552230 B2 JP 3552230B2 JP 18809798 A JP18809798 A JP 18809798A JP 18809798 A JP18809798 A JP 18809798A JP 3552230 B2 JP3552230 B2 JP 3552230B2
Authority
JP
Japan
Prior art keywords
flow
tank body
oxidation ditch
bubbles
circulating flow
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
Application number
JP18809798A
Other languages
Japanese (ja)
Other versions
JP2000005790A (en
Inventor
雅則 長藤
幸彦 岡本
聖一 金森
弘明 岡原
一聡 大橋
健司 前園
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.)
JFE Engineering Corp
Original Assignee
JFE Engineering Corp
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 JFE Engineering Corp filed Critical JFE Engineering Corp
Priority to JP18809798A priority Critical patent/JP3552230B2/en
Publication of JP2000005790A publication Critical patent/JP2000005790A/en
Application granted granted Critical
Publication of JP3552230B2 publication Critical patent/JP3552230B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、排水等の処理のために活性汚泥に酸素を供給するオキシデーションディッチ装置に関するものである。
【0002】
【従来の技術】
オキシデーションディッチ装置は、通常、水平レベルで循環路を形成する槽本体内にて、活性汚泥と汚水との混合体の循環流を生じせしめ、この混合体に酸素を供給することにより汚水浄化処理を行なっている。
【0003】
循環路を生じせしめるためには、槽本体内にプロペラ装置が設けられており、このプロペラ装置を回転させることにより循環流を発生させると共にこの循環流、すなわち上記混合体を攪拌している。上記プロペラ装置の後流位置には、酸素供給のための空気の気泡を発生せしめる散気装置が配されており、プロペラ後流に気泡が混流して、該気泡に含まれる酸素によって汚水の浄化が図られる。
【0004】
【発明が解決しようとする課題】
混合体の攪拌を行うプロペラ装置と空気を気泡として該混合体への供給を行う散気装置のためのブロワの動力では、後者のブロワの方が大であり、省エネルギーの観点からこれを削減することが望まれている。
【0005】
酸素供給効率を上げるには、気泡の径を小さくすること、混合体中での該気泡の滞留時間を長くすることである。前者の一つの方策としては、気泡発生のための散気装置の空孔径を小さくすればよいが、目詰まりを進行し易すくなる。後者の一つの方策としては、混合体の循環流の水深を大きくすればよいが水圧の増大に対抗してブロワの吐出圧を大きくせざるを得ないので、効果が相殺される。
【0006】
他の方策としては、散気装置の気泡発生部位に水平流速を与えると、該水平流速により気泡が剪断されてその径が小さくなり、気泡全体としての汚水との接触面積が大きくなる。この場合、オキシデーションディッチにおいてプロペラ装置の直近の下流側位置に散気装置を設置することとなる。
【0007】
プロペラ装置は槽底部の汚泥の堆積を防止するため、通常、槽本体の底部寄りに設置されているので、垂直(高さ)方向での流速分布は底部側で高く、表層面側で低い。そこで気泡が発生する上記底部側では循環流の流速が大であるので、発生する気泡が小さくなって酸素溶解効率が高い。
【0008】
しかし、プロペラ装置の直近でない下流に配置された散気装置(例えばプロペラ装置の反対側に配置された散気装置)は、高さ方向の流速分布は小さく平坦であるので発生する気泡は比較的大きく、酸素溶解効率が改善されない。
【0009】
本発明は、かかる事情に鑑み、プロペラ装置の直近でない下流に配置された散気装置(プロペラ装置の反対側に配置した散気装置)の場合であっても、散気装置の直前に槽本体底部側の循環流の流速を大として、酸素溶解効率を向上せしめることのできるオキシデーションディッチを提供することを目的とする。
【0010】
【課題を解決するための手段】
本発明に係るオキシデーションディッチ装置は、水平レベルで循環路を形成する槽本体と、該循環路に沿って循環流を生じせしめる循環流発生装置と、槽本体の底部に配され循環流内に上昇気泡を発生させる散気装置とを有している。
【0011】
本発明では、かかる装置において、散気装置よりも上流側位置に循環流のうち槽本体底面側の流れを収束する縮流装置が槽本体内に配設されている。上記縮流装置は、槽本体底面との間の循環流を下流側に向けて収束せしめるように傾角をもって配置された変流板として形成されている。
【0012】
したがって、本発明装置では、上記縮流装置により槽本体底面側の流れが収束される結果、その流速が増速される。かかる増速された流れは、散気装置から発生する気泡が上昇時に大きな水平速度成分も与えられるので、気泡が剪断されて細かくなると共に、流れの中での滞留時間も長くなる。
【0015】
変流板は、循環流の流れの方向、循環路の高さ方向そして幅方向の少なくとも一つの方向にて、複数位置に配設されているようにすることも可能であり、該変流板は傾角が変更可能であることが好ましい。
【0016】
【発明の実施の形態】
以下、添付図面にもとづき、本発明の実施の形態としてのオキシデーションディッチ装置を説明する。
【0017】
図1は本実施形態装置の概要平面図であり、図2は図1における縮流装置及び散気装置近傍における高さ方向での流速分布を示す図である。
【0018】
図1において、槽本体1は長円の平面外形をなしており、中央部に長手方向に延びる隔壁2が設けられており、該隔壁2の周囲に循環路を形成している。又、隔壁2の両端近傍には、半円形の案内壁3が設けられており、循環路における流れのターンを円滑ならしめている。
【0019】
上記循環路の適宜位置、図示の例では案内壁3の直上流側位置に、循環流発生装置としてのプロペラ装置4が配設されており、案内壁3の後流側位置には槽本体底部に散気装置5が設けられている。該散気装置5は、図2にも見られるように、送気管5Aに接続された多数のノズル5Bが上記槽本体底部に配置されて成る。上記散気装置5と案内壁3との間には、高さ方向中間位置に縮流装置としての変流板6が設けられている。該変流板6は、流れの方向に向け下向きの傾角θをもった板として形成されている。
【0020】
かかる本実施形態装置にあっては、次の要領で汚水の浄化がなされる。
【0021】
循環路にはバクテリア入りの活性汚泥と浄化されるべき汚水との混合体が導入されている。プロペラ装置4の回転により、上記循環路には図1に見られるような循環流が形成される。その際、案内壁3の存在により流れのターンが円滑になされる。一方、散気装置5へは外部より送気管5Aを経て空気が供給されており、ノズル5Bから気泡が発生して汚水中を上昇する。
【0022】
プロペラ装置4により流速が与えられコーナの案内壁3を経た循環流は、変流板6の手前の位置までは、図2のごとく、高さ方向での流速分布がほぼ均一速度vである。しかし、上記循環流が変流板6に達すると、槽本体底面側の流れは収束されて縮流をなし、その高さ方向での流速分布は、下側では上記vより大きいv、そして上側では上記vより小さいvとなる。すなわち、散気装置5で発生した直後の気泡は大きな流速vによって剪断力を受けてその径が小さくなり気泡数が増加する。これは、気泡の汚水との全接触面積を増加させることを意味する。又、気泡が大きな速度vで流される結果、液面まで上昇して消滅するまでの時間が長くなる。このように、気泡の汚水との接触面積が大きく、そして接触時間が長くなることにより、混合体は十分なる酸素を得て汚水の浄化作用が促進される。
【0023】
本発明は、図示の例に限定されない。例えば、循環流発生装置は、プロペラ装置に限らず、ジェット装置でもよい。この場合、噴出されるのは水であっても、空気あるいは水と空気の混流でもよい。空気が入っていれば、散気装置の役目の一部を担うことにもなる。したがって、ジェット装置も、プロペラ装置と同様に、高さ方向にて槽本体底面寄りに位置するが好ましい。
【0024】
次に、縮流装置であるが、上記のごとくの変流板で形成される場合、その位置・数は運転条件に合わせて適宜設定できる。位置としては循環流の流れ方向の位置、循環路の高さ方向そして幅方向の位置があり、いずれについても適宜その数を設定できる。又、上記縮流装置は、変流板に依らずとも、多少外部からのエネルギを要するが、散気装置の直上流位置にて増速流れを生じせしめるようなプロペラ、ジェット等も可能である。
【0025】
【発明の効果】
本発明は、以上のように散気装置の上流位置に縮流装置を設け、槽本体底面との間の循環流を下流側に向けて収束せしめるように傾角をもって配設された変流板としたので、槽本体底面側の流れを散気装置位置で増速でき、これによって、気泡を細かくそして数を増大し、又、気泡の滞留時間を長くでき、その結果、汚水の浄化作用が一段と向上する。
【図面の簡単な説明】
【図1】本発明の一実施形態装置の概要構成を示す平面図である。
【図2】図1装置の変流板そして散気装置近傍における高さ方向での流速分布を示す図である。
【符号の説明】
1 槽本体
4 循環流発生装置(プロペラ装置)
5 散気装置
6 縮流装置(変流板)
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to an oxidation ditch device for supplying oxygen to activated sludge for treating wastewater and the like.
[0002]
[Prior art]
The oxidation ditch device usually generates a circulating flow of a mixture of activated sludge and sewage in a tank body forming a circulation path at a horizontal level, and supplies oxygen to the mixture to purify sewage. Are doing.
[0003]
In order to generate a circulation path, a propeller device is provided in the tank main body, and a circulating flow is generated by rotating the propeller device, and the circulating flow, that is, the mixture is stirred. An air diffuser for generating air bubbles for supplying oxygen is disposed at the downstream side of the propeller device. The air bubbles are mixed in the downstream side of the propeller, and the wastewater is purified by the oxygen contained in the air bubbles. Is achieved.
[0004]
[Problems to be solved by the invention]
As for the power of the blower for the propeller device for stirring the mixture and the air blower for supplying air to the mixture as air bubbles, the latter blower is larger, and this is reduced from the viewpoint of energy saving. It is desired.
[0005]
In order to increase the oxygen supply efficiency, it is necessary to reduce the diameter of the bubbles and to increase the residence time of the bubbles in the mixture. One of the former measures is to reduce the pore diameter of the air diffuser for generating bubbles, but the clogging becomes easier to progress. As one of the latter measures, the water depth of the circulating flow of the mixture may be increased, but the effect is offset because the discharge pressure of the blower must be increased against the increase of the water pressure.
[0006]
As another measure, when a horizontal flow rate is applied to the bubble generation site of the air diffuser, the bubbles are sheared by the horizontal flow rate, the diameter of the bubbles is reduced, and the contact area of the bubbles with the sewage as a whole is increased. In this case, an air diffuser is installed at a position immediately downstream of the propeller device in the oxidation ditch.
[0007]
The propeller device is usually installed near the bottom of the tank body in order to prevent the accumulation of sludge at the tank bottom, so that the flow velocity distribution in the vertical (height) direction is high on the bottom side and low on the surface side. Therefore, the flow rate of the circulating flow is high on the bottom side where bubbles are generated, so that the generated bubbles are small and the oxygen dissolving efficiency is high.
[0008]
However, an air diffuser arranged downstream of the propeller device (for example, an air diffuser arranged on the opposite side of the propeller device) has a small and flat flow velocity distribution in the height direction, so that generated bubbles are relatively small. Large, oxygen dissolution efficiency is not improved.
[0009]
In view of such circumstances, the present invention, even in the case of an air diffuser arranged downstream of the propeller device that is not immediately adjacent to the propeller device (an air diffuser arranged on the opposite side of the propeller device), is not limited to the tank body just before the air diffuser device. It is an object of the present invention to provide an oxidation ditch capable of improving the oxygen dissolving efficiency by increasing the flow rate of a circulation flow on the bottom side.
[0010]
[Means for Solving the Problems]
The oxidation ditch device according to the present invention includes a tank body that forms a circulation path at a horizontal level, a circulating flow generator that generates a circulating flow along the circulation path, and a circulating flow that is disposed at the bottom of the tank body. A diffuser for generating rising bubbles.
[0011]
According to the present invention, in such an apparatus, a flow reducing device that converges the flow of the circulating flow on the bottom side of the tank main body in the upstream position of the air diffuser is disposed in the tank main body. The above-mentioned flow reducing device is formed as a current changing plate arranged at an angle so as to converge the circulating flow with the bottom of the tank body toward the downstream side.
[0012]
Therefore, in the device of the present invention, the flow on the bottom side of the tank body is converged by the flow reducing device, so that the flow velocity is increased. In such an accelerated flow, a large horizontal velocity component is also given when bubbles generated from the air diffuser rise, so that the bubbles are sheared and become finer, and the residence time in the flow becomes longer.
[0015]
The current change plates may be arranged at a plurality of positions in at least one of the direction of the flow of the circulating flow, the height direction and the width direction of the circulation path. It is preferable that the inclination angle can be changed.
[0016]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, an oxidation ditch device as an embodiment of the present invention will be described with reference to the accompanying drawings.
[0017]
FIG. 1 is a schematic plan view of the apparatus according to the present embodiment, and FIG. 2 is a view showing a flow velocity distribution in the height direction in the vicinity of the flow reducing device and the air diffusing device in FIG.
[0018]
In FIG. 1, a tank body 1 has an elliptical planar outer shape, and a partition wall 2 extending in a longitudinal direction is provided at a central portion, and a circulation path is formed around the partition wall 2. In addition, semicircular guide walls 3 are provided near both ends of the partition wall 2 so as to smoothly turn the flow in the circulation path.
[0019]
A propeller device 4 as a circulating flow generator is disposed at an appropriate position of the circulation path, in the illustrated example, at a position immediately upstream of the guide wall 3, and at a position downstream of the guide wall 3 at the bottom of the tank body. Is provided with an air diffuser 5. As shown in FIG. 2, the air diffuser 5 has a large number of nozzles 5B connected to an air supply pipe 5A arranged at the bottom of the tank main body. Between the air diffuser 5 and the guide wall 3, a current changing plate 6 is provided at an intermediate position in the height direction as a flow reducing device. The current change plate 6 is formed as a plate having a downward inclination angle θ in the flow direction.
[0020]
In the present embodiment, the sewage is purified in the following manner.
[0021]
A mixture of activated sludge containing bacteria and sewage to be purified is introduced into the circuit. By the rotation of the propeller device 4, a circulation flow as shown in FIG. 1 is formed in the circulation path. At this time, the flow turns smoothly due to the presence of the guide wall 3. On the other hand, air is supplied to the air diffuser 5 from the outside via the air supply pipe 5A, and bubbles are generated from the nozzle 5B and rise in the sewage.
[0022]
The circulating flow, which is given a flow velocity by the propeller device 4 and passes through the guide wall 3 of the corner, has a substantially uniform velocity v 0 in the height direction as shown in FIG. . However, when the circulating flow reaches the current change plate 6, the flow on the bottom side of the tank main body converges and forms a contraction, and the flow velocity distribution in the height direction is v 1 larger than v 0 on the lower side, and the above v 0 is less than v 2 the upper side. That is, it bubbles immediately generated in the diffuser 5 number of bubbles that diameter decreases receives a shearing force by the large flow velocity v 1 is increased. This means increasing the total contact area of the bubbles with the wastewater. As a result of the bubble is flowed at a greater rate v 1, the time to disappear rise to the liquid surface becomes longer. As described above, since the contact area of the air bubbles with the wastewater is large and the contact time is long, the mixture obtains sufficient oxygen to promote the purification action of the wastewater.
[0023]
The invention is not limited to the illustrated example. For example, the circulating flow generator is not limited to a propeller device, but may be a jet device. In this case, the jetted water may be water, air, or a mixture of water and air. The presence of air also plays a part in the function of the air diffuser. Therefore, it is preferable that the jet device is also located closer to the bottom of the tank body in the height direction, like the propeller device.
[0024]
Next, in the case of the flow reducing device, when it is formed of the above-described current transformer plate, its position and number can be appropriately set according to the operating conditions. The position includes a position in the flow direction of the circulating flow, a position in the height direction and the width direction of the circulation path, and the number can be appropriately set for any of them. In addition, the above-mentioned flow reducing device requires some external energy without depending on the current transformer plate, but it is also possible to use a propeller, a jet, or the like that generates a speed-up flow immediately upstream of the air diffuser. .
[0025]
【The invention's effect】
The present invention provides a current-contracting device at an upstream position of the air diffuser as described above, and a current-distribution plate disposed at an inclination so as to converge the circulating flow between the tank body bottom surface and the downstream side. As a result, the flow on the bottom side of the tank main body can be accelerated at the position of the air diffuser, thereby making it possible to increase the number of bubbles and increase the number of air bubbles, and also to increase the residence time of the air bubbles. improves.
[Brief description of the drawings]
FIG. 1 is a plan view showing a schematic configuration of an apparatus according to an embodiment of the present invention.
FIG. 2 is a view showing a flow velocity distribution in a height direction in the vicinity of a current transformer and an air diffuser of the apparatus of FIG. 1;
[Explanation of symbols]
1 tank body 4 circulating flow generator (propeller device)
5 diffuser 6 contractor (current transformer)

Claims (3)

水平レベルで循環路を形成する槽本体と、該循環路に沿って循環流を生じせしめる循環流発生装置と、槽本体の底部に配され循環流内に上昇気泡を発生させる散気装置とを有、散気装置よりも上流側位置に、循環流のうち槽本体底面側の流れを収束する縮流装置が槽本体内に配設されているオキシデーションディッチ装置において、縮流装置は、槽本体底面との間の循環流を下流側に向けて収束せしめるように傾角をもって配置された変流板であることを特徴とするオキシデーションディッチ装置。A tank main body that forms a circulation path at a horizontal level, a circulating flow generator that generates a circulating flow along the circulation path, and an air diffuser that is arranged at the bottom of the tank body and generates rising bubbles in the circulating flow. Yes and, upstream position than the air diffuser, in oxidation ditch system contraction device for converging the flow of the inner tank body bottom side of the circulation flow is disposed in the tank body, contraction device, An oxidation ditch device, characterized in that it is a current change plate arranged at an angle so as to converge a circulating flow with a bottom surface of a tank body toward a downstream side . 変流板は、循環流の流れの方向、循環路の高さ方向そして幅方向の少なくとも一つの方向にて、複数位置に配設されていることとする請求項に記載のオキシデーションディッチ装置。The oxidation ditch device according to claim 1 , wherein the current change plates are arranged at a plurality of positions in at least one of the direction of the circulation flow, the height direction and the width direction of the circulation path. . 変流板は傾角が変更可能であることとする請求項又は請求項に記載のオキシデーションディッチ装置。Current transformer board oxidation ditch system according to claim 1 or claim 2, that inclination can be changed.
JP18809798A 1998-06-19 1998-06-19 Oxidation ditch device Expired - Fee Related JP3552230B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18809798A JP3552230B2 (en) 1998-06-19 1998-06-19 Oxidation ditch device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18809798A JP3552230B2 (en) 1998-06-19 1998-06-19 Oxidation ditch device

Publications (2)

Publication Number Publication Date
JP2000005790A JP2000005790A (en) 2000-01-11
JP3552230B2 true JP3552230B2 (en) 2004-08-11

Family

ID=16217659

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18809798A Expired - Fee Related JP3552230B2 (en) 1998-06-19 1998-06-19 Oxidation ditch device

Country Status (1)

Country Link
JP (1) JP3552230B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4579450B2 (en) * 2001-05-18 2010-11-10 住友重機械エンバイロメント株式会社 Operation control method of oxidation ditch
JP2006326558A (en) * 2005-05-30 2006-12-07 Maezawa Ind Inc Aeration stirrer
JP2009000582A (en) * 2007-06-19 2009-01-08 Jfe Engineering Kk Endless waterway

Also Published As

Publication number Publication date
JP2000005790A (en) 2000-01-11

Similar Documents

Publication Publication Date Title
CA1139464A (en) Multiple stage jet nozzle aeration system
JP4309021B2 (en) Wastewater treatment system
JP3734291B2 (en) Exhaust gas desulfurization method
EP2445618B1 (en) Apparatus and method for introducing a gas into a liquid
KR100927673B1 (en) Dissolved air injection pressurization
JP2011152534A (en) Device for generating gas-liquid mixing circulative flow
KR100575900B1 (en) Aeration tank with foam removal
KR20240044052A (en) Aerator using microbubble for wastewater disposal facilities
JP3552230B2 (en) Oxidation ditch device
JP3043315B2 (en) Bubble generator
JP3582036B2 (en) Gas-liquid contact device
WO2014050521A1 (en) Gas dissolving device
JP2003340202A (en) Bubble flow accelerating device and form separation apparatus having the same
JPS59206096A (en) Aerating apparatus
KR200497208Y1 (en) Micro-bubble generator
JP2005161174A (en) Gas dissolving method and gas dissolving apparatus
KR101343346B1 (en) Wastewater treatment system
JP3127536B2 (en) Aquatic breeding equipment
JP2007296470A (en) Underwater aeration device
JP2577673B2 (en) Sewage treatment tank
JP3659672B2 (en) Scum removal device for circulating water channel type aeration tank
JPS6342724A (en) Micro bubble generator
JP3237578U (en) Raw water purification device and raw water purification device system
KR0127669Y1 (en) Oxygen supply apparatus for the treatment of waste water
RU2036853C1 (en) Liquid aeration method

Legal Events

Date Code Title Description
TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20040412

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040425

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080514

Year of fee payment: 4

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080514

Year of fee payment: 4

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090514

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090514

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100514

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110514

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110514

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120514

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130514

Year of fee payment: 9

LAPS Cancellation because of no payment of annual fees