JP3468732B2 - Carrier stirring separation device - Google Patents

Carrier stirring separation device

Info

Publication number
JP3468732B2
JP3468732B2 JP2000026883A JP2000026883A JP3468732B2 JP 3468732 B2 JP3468732 B2 JP 3468732B2 JP 2000026883 A JP2000026883 A JP 2000026883A JP 2000026883 A JP2000026883 A JP 2000026883A JP 3468732 B2 JP3468732 B2 JP 3468732B2
Authority
JP
Japan
Prior art keywords
carrier
tank
chamber
flow path
circulation
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
JP2000026883A
Other languages
Japanese (ja)
Other versions
JP2001029975A (en
Inventor
秀樹 岩部
智 桶谷
智洋 堅田
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.)
Kubota Corp
Original Assignee
Kubota 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 Kubota Corp filed Critical Kubota Corp
Priority to JP2000026883A priority Critical patent/JP3468732B2/en
Publication of JP2001029975A publication Critical patent/JP2001029975A/en
Application granted granted Critical
Publication of JP3468732B2 publication Critical patent/JP3468732B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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

  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
  • Biological Treatment Of Waste Water (AREA)
  • Treatment Of Biological Wastes In General (AREA)

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、下廃水を処理する
ために槽内に微生物を固定する担体を投入する廃水処理
技術に係り、担体の槽外への流出を防止する担体攪拌分
離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 wastewater treatment technology for introducing a carrier for immobilizing microorganisms into a tank for treating wastewater, and relates to a carrier stirring / separating device for preventing the carrier from flowing out of the tank. It is a thing.

【0002】[0002]

【従来の技術】近年、閉鎖性水域の富栄養化が深刻化す
る中で、窒素・リン等の栄養塩類の除去が求められてい
る。これまで、下水の窒素除去に関しては、例えば循環
式硝化脱窒法が採用されてきた。この従来の循環式硝化
脱窒法においては、硝化細菌を浮遊性の活性汚泥として
系内に保持するが、硝化細菌の増殖速度は極めて遅いた
めに、槽内での滞留時間が13〜16時間必要である。
この滞留時間を維持できる槽容量を有した反応槽は設置
面積が大きく、敷地面積の狭い都市部の処理場では導入
が困難であった。
2. Description of the Related Art In recent years, with the eutrophication of closed water areas becoming more serious, it is required to remove nutrient salts such as nitrogen and phosphorus. Until now, for example, the circulation type nitrification denitrification method has been adopted for removing nitrogen from sewage. In this conventional circulation type nitrification denitrification method, nitrifying bacteria are retained in the system as floating activated sludge, but since the growth rate of nitrifying bacteria is extremely slow, a residence time of 13 to 16 hours in the tank is required. Is.
A reaction tank with a tank capacity that can maintain this residence time has a large installation area, and it was difficult to introduce it in a treatment plant in an urban area where the site area is small.

【0003】このような技術的な背景の下に、標準活性
汚泥法と同等(6〜8時間)の滞留時間内でBOD、窒
素除去を行なうことを目的として、担体投入型活性汚泥
法が開発された。この担体投入型活性汚泥法は、硝化槽
内に担体を投入し、硝化細菌を担体に固定化(付着保
持)することにより好気タンク内に硝化細菌を高濃度に
保持するものである。
Under such a technical background, a carrier-introduced activated sludge method was developed for the purpose of removing BOD and nitrogen within a residence time equivalent to that of the standard activated sludge method (6 to 8 hours). Was done. This carrier-introduced activated sludge method is to hold a high concentration of nitrifying bacteria in an aerobic tank by charging a carrier into a nitrification tank and immobilizing (adhering and holding) the nitrifying bacteria on the carrier.

【0004】この方法に採用する担体は、多孔質構造に
形成して空隙率を高めることによって、その比表面積を
大きくしており、硝化細菌に対して優れた固定化能を発
揮することが特徴となっている。
The carrier used in this method has a large specific surface area by being formed into a porous structure to increase the porosity, and is characterized by exhibiting an excellent immobilizing ability against nitrifying bacteria. Has become.

【0005】これらの担体に固定化した硝化細菌による
反応効率を高めるためには、攪拌によって担体が槽内で
流動することが必要であり、担体および槽内液を良好に
攪拌する攪拌手段と、担体自体に優れた流動性が求めら
れる。また、槽内における微生物量を維持するために
は、硝化細菌を固定化した担体を槽内に留めることが必
要であり、担体の流出を防止する担体分離装置が必要と
なる。
In order to increase the reaction efficiency of the nitrifying bacteria immobilized on these carriers, it is necessary that the carriers flow in the tank by stirring, and a stirring means for well stirring the carrier and the liquid in the tank, The carrier itself is required to have excellent fluidity. Further, in order to maintain the amount of microorganisms in the tank, it is necessary to keep the carrier on which nitrifying bacteria are immobilized in the tank, and a carrier separation device that prevents the carrier from flowing out is required.

【0006】この担体分離装置は、担体および槽内液が
流動する槽内領域と流出路とを隔てる位置に担体を分離
するスクリーンを鉛直方向に配置し、槽内に曝気する空
気のエアリフト作用により生じる上昇攪拌流によって槽
内に循環流を発生させ、この循環流をスクリーンに沿っ
た一定方向に流して掃流とし、この掃流によってスクリ
ーンに捕捉された担体を常時洗浄することにより、スク
リーンの閉塞を防いでいる。
In this carrier separating apparatus, a screen for separating the carrier is vertically arranged at a position separating the outflow passage from the tank inner region in which the carrier and the liquid in the tank flow, and the air lift action of the air aerated in the tank. A circulating flow is generated in the tank by the rising stirring flow that is generated, and this circulating flow is made to flow in a fixed direction along the screen to form a sweep flow, and the carrier captured on the screen is constantly washed by this sweep flow to Prevents blockage.

【0007】[0007]

【発明が解決しようとする課題】ところで、微生物を槽
内に高濃度に保持することは脱窒槽においても生物反応
の効率を高める上で有効である。しかし、上記した硝化
槽における微生物固定化用の担体を脱窒槽にそのまま適
用するには、以下の問題がある。
By the way, maintaining a high concentration of microorganisms in the tank is effective in increasing the efficiency of the biological reaction even in the denitrification tank. However, if the above-mentioned carrier for immobilizing microorganisms in the nitrification tank is directly applied to the denitrification tank, there are the following problems.

【0008】第1に、脱窒槽では曝気による攪拌ができ
ないので、エアリフト作用を利用してスクリーンに一定
方向の掃流を生じさせることはできず、従来型の担体分
離装置を使用した場合にはスクリーンが担体の付着で閉
塞するとともに、担体の流動が阻害される。
First, since the denitrification tank cannot agitate by aeration, it is impossible to generate a scavenging flow in a certain direction on the screen by utilizing the air lift action, and when a conventional carrier separating device is used. The screen is blocked by the attachment of the carrier and the flow of the carrier is obstructed.

【0009】第2に、微生物の固定化能を高めることを
目的として担体の内部に形成した気孔に、脱窒反応に伴
って発生する窒素ガスが蓄積し、担体が浮上し、槽内液
中の基質と担体が効率良く接触することが損なわれる。
Secondly, for the purpose of enhancing the ability to immobilize microorganisms, nitrogen gas generated due to the denitrification reaction accumulates in the pores formed inside the carrier, the carrier floats, and the liquid in the tank The efficient contact between the substrate and the carrier is impaired.

【0010】本発明は上記した課題を解決するものであ
り、脱窒槽において担体の流動および攪拌を行なうとと
もに、スクリーンによる担体の分離を良好に行なうこと
ができる担体攪拌分離装置を提供することを目的とす
る。
The present invention is intended to solve the above problems, and an object of the present invention is to provide a carrier stirring / separating device capable of flowing and stirring a carrier in a denitrification tank and satisfactorily separating the carrier by a screen. And

【0011】[0011]

【課題解決するための手段】上記課題を解決するため
に、請求項1に係る本発明の担体攪拌分離装置は、微生
物を固定化する担体を投入した反応槽内に浸漬するもの
であって、上下に貫通する循環流路を有した中空胴のチ
ャンバーと、一端がチャンバー内流路に連通して他端が
槽外に達する流出管と、循環流路に面するチャンバーの
内側壁を形成してチャンバー内流路と循環流路とを隔て
るスクリーンと、循環流路内に配置したインペラーによ
って下向流を発生させる攪拌機とを備えたものである。
In order to solve the above problems, the carrier stirring and separating apparatus of the present invention according to claim 1 is for immersing in a reaction tank containing a carrier for immobilizing microorganisms, It forms a chamber of a hollow cylinder having a circulation channel that penetrates vertically, an outflow pipe that communicates with the chamber channel at one end and reaches the outside of the tank at the other end, and forms the inner wall of the chamber facing the circulation channel. And a screen that separates the chamber internal flow path from the circulation flow path, and an agitator that generates a downward flow by an impeller arranged in the circulation flow path.

【0012】上記した構成により、槽内に投入する担体
は、微生物を固定化するために多孔質に形成することが
好ましく、反応槽内に供給する廃水の生物処理に寄与す
る微生物をその表面および微細孔に固定化している。こ
の固定化は槽内環境に応じて微生物を馴養することによ
り行なう。
With the above-mentioned structure, the carrier to be charged into the tank is preferably formed porous so as to immobilize the microorganisms, and the microorganisms contributing to the biological treatment of the wastewater supplied into the reaction tank are formed on the surface and It is fixed in fine holes. This immobilization is performed by acclimatizing microorganisms according to the environment in the tank.

【0013】反応槽内の廃水を生物処理する運転時に
は、攪拌機のインペラーの回転駆動によってチャンバー
の循環流路内に下向流を発生させる。この下向流によっ
て槽内液および担体はチャンバーの循環流路を流下して
下端開口から槽内下部域に流出し、チャンバーの周囲に
おいて上向流となって槽内上部域へ流動し、チャンバー
の上端開口から循環流路に流入し、槽内で攪拌されなが
ら循環流動する。
During the operation of biologically treating the wastewater in the reaction tank, the impeller of the stirrer is rotationally driven to generate a downward flow in the circulation channel of the chamber. Due to this downward flow, the liquid in the tank and the carrier flow down the circulation flow path of the chamber, flow out from the lower end opening to the lower area inside the tank, become an upward flow around the chamber, and flow to the upper area inside the tank. It flows into the circulation flow path from the upper end opening of, and circulates while being stirred in the tank.

【0014】このことにより、槽内液中の基質と担体に
固定化した微生物とが効率良く接触し、廃水を処理する
に必要な槽内滞留時間を短くすることができ、定格槽容
積が小さくなる。
As a result, the substrate in the liquid in the tank and the microorganisms immobilized on the carrier are efficiently brought into contact with each other, and the residence time in the tank necessary for treating the wastewater can be shortened, and the rated tank volume is small. Become.

【0015】循環流路においては、下向流がスクリーン
に沿った掃流となって流れることで、スクリーンを常に
洗浄するので、担体はスクリーンに捕捉されることな
く、下向流と共に流れ、スクリーンの閉塞が防止でき
る。槽内液はスクリーンを透過することで担体を分離
し、スクリーンを透過した担体分離水はチャンバー内流
路に流入し、流出管を通って槽外へ流出する。よって、
担体の槽外への流出を防止して槽内の微生物量を高濃度
に維持できる。
In the circulation flow path, the downflow flows as a sweep flow along the screen, so that the screen is constantly washed, so that the carrier flows with the downflow without being trapped by the screen, Can be blocked. The liquid in the tank separates the carrier by passing through the screen, and the carrier-separated water that has passed through the screen flows into the channel in the chamber and flows out of the tank through the outflow pipe. Therefore,
It is possible to prevent the carrier from flowing out of the tank and maintain the amount of microorganisms in the tank at a high concentration.

【0016】ところで、反応槽を脱窒槽とする場合に担
体は、脱窒細菌を固定化しており、その生物反応によっ
て窒素ガスが付着する。窒素ガスが付着した担体は見か
け比重が小さくなり槽内上部域に浮遊して流動性が悪く
なる。この槽内上部域に浮遊する担体は下向流に引き込
まれてチャンバーの循環流路に流入し、担体は循環流路
を通過する際に攪拌機のインペラーとの接触によって窒
素ガスを分離し、良好な流動性を回復する。
By the way, when the reaction tank is a denitrification tank, the carrier has immobilized denitrifying bacteria, and nitrogen gas is attached by the biological reaction. The carrier to which the nitrogen gas adheres has a small apparent specific gravity and floats in the upper area of the tank, resulting in poor fluidity. The carrier floating in the upper area of the tank is drawn into the downward flow and flows into the circulation channel of the chamber, and the carrier separates the nitrogen gas by contact with the impeller of the stirrer when passing through the circulation channel. Liquidity is restored.

【0017】請求項2に係る本発明の担体攪拌分離装置
では、下向流の流速は0.2〜m/secが好まし
く、この流速があれば窒素ガスの気泡が付着した担体を
その浮力に抗して槽内液中に引き込むことができ、過剰
な流速は攪拌機において無駄なエネルギーを消費するこ
とになる。
In the carrier agitating and separating apparatus according to the second aspect of the present invention, the downward flow velocity is preferably 0.2 to 3 m / sec, and if there is this flow velocity, the buoyancy of the carrier with the nitrogen gas bubbles adhered thereto is increased. Can be drawn into the liquid in the bath against excessive force, and an excessive flow rate consumes useless energy in the stirrer.

【0018】請求項3に係る本発明の担体攪拌分離装置
は、微生物を固定化する担体を投入した反応槽内に浸漬
するものであって、上下に貫通する循環流路を形成し、
上部に流入部を有するとともに途中に中空胴のチャンバ
ーを設けた本体胴と、一端がチャンバー内流路に連通し
て他端が槽外に達する流出管と、循環流路に面するチャ
ンバーの内側壁を形成してチャンバー内流路と循環流路
とを隔てるスクリーンと、本体胴の下端に接続して配置
し、循環流路に下向流を発生させる水中攪拌式曝気装置
とを備えたものである。
The carrier agitation separation apparatus of the present invention according to claim 3 is for immersing in a reaction tank in which a carrier for immobilizing microorganisms is introduced, and a circulation flow path that penetrates vertically is formed,
A main body cylinder that has an inflow part in the upper part and a chamber of a hollow cylinder in the middle, an outflow pipe that communicates with the channel in the chamber at one end and reaches the outside of the tank at the other end, and the inside of the chamber facing the circulation channel A screen that forms a wall and separates the flow path in the chamber from the circulation flow path, and a submersible stirring type aerator that is connected to the lower end of the main body and arranged to generate a downward flow in the circulation flow path Is.

【0019】上記した構成により、水中攪拌式曝気装置
が槽底部付近に位置することになるので、水中攪拌式曝
気装置で発生する水流によって、槽底部付近に滞留する
槽内液に対する十分な攪拌効果を得ることができるとと
もに、スクリーンを洗浄する洗浄効果と攪拌効果とを同
一の動力によって得ることができる。
With the above structure, since the submersible stirring type aerator is located near the bottom of the tank, the water flow generated by the submerged stirring type aerator provides a sufficient stirring effect for the liquid in the tank that stays near the bottom of the tank. It is possible to obtain the cleaning effect for cleaning the screen and the stirring effect with the same power.

【0020】請求項4に係る本発明の担体攪拌分離装置
は、流出管の他端に垂直管を接続し、垂直管内に下向流
を発生させる攪拌手段を設けたものである。上記した構
成において、流出管の出口が水面下に没する状態におい
て、担体分離水は流出管の入口に作用する水頭と出口に
作用する水頭との水頭差を駆動圧として流れる。一方、
循環流路に下向流が流れると循環流路内の圧力降下によ
って流出管の入口圧力が低下する。このため、流出管の
入口に作用する水頭と出口に作用する水頭が等しい場合
には、流出管の入口圧力が出口圧力より小さくなり、流
出管に逆流が発生する。この逆流は、入口に作用する水
頭が出口に作用する水頭より所定の水頭差だけ高くなっ
た時点で停止する。
In the carrier agitating and separating apparatus of the present invention according to claim 4, a vertical pipe is connected to the other end of the outflow pipe, and a stirring means for generating a downward flow is provided in the vertical pipe. In the above-described configuration, in a state where the outlet of the outflow pipe is submerged below the surface of the water, the carrier-separated water flows by using the head difference between the head of the water acting on the inlet of the outflow pipe and the head of the water acting on the outlet as the driving pressure. on the other hand,
When a downward flow flows in the circulation flow path, the pressure in the circulation flow path lowers the inlet pressure of the outflow pipe. Therefore, when the head of water acting on the inlet of the outflow pipe is equal to the head of water acting on the outlet, the inlet pressure of the outflow pipe becomes smaller than the outlet pressure, and a backflow occurs in the outflow pipe. This backflow is stopped when the head acting on the inlet is higher than the head acting on the outlet by a predetermined head difference.

【0021】したがって、循環流路に下向流が流れる状
態において、流出管の入口側から出口側に担体分離水が
流れるためには、流出管の入口に作用する水頭と出口に
作用する水頭との間に冗長な水頭差が必須となる。
Therefore, in order for the carrier-separated water to flow from the inlet side to the outlet side of the outflow pipe in the state where the downward flow flows in the circulation flow path, the water head acting on the inlet of the outflow pipe and the water head acting on the outlet of the outflow pipe are required. A redundant head gap between the two is required.

【0022】しかし、流出管の他端に設けた垂直管内に
攪拌手段によって下向流を発生させると垂直管内の圧力
降下に起因して流出管の出口圧力が低下し、循環流路内
の圧力降下に起因して低下した入口圧力の低下値と出口
圧力の低下値が平衡する。このことにより、流出管の入
口に作用する水頭と出口に作用する水頭との間に冗長な
水頭差が不要となり、担体分離水は流出管の入口に作用
する水頭と出口に作用する水頭の水頭差に応じて円滑に
流れる。
However, when a downward flow is generated in the vertical pipe provided at the other end of the outflow pipe by the stirring means, the outlet pressure of the outflow pipe is lowered due to the pressure drop in the vertical pipe, and the pressure in the circulation passage is decreased. The drop value of the inlet pressure and the drop value of the outlet pressure, which have decreased due to the drop, are balanced. This eliminates the need for a redundant head difference between the head of water that acts at the inlet of the outflow pipe and the head of water that acts at the outlet, and the carrier-separated water is the head of water that acts at the inlet and outlet of the outflow pipe. Flow smoothly according to the difference.

【0023】[0023]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図1〜図2において、反応槽をな
す脱窒槽1は、下廃水を生物学的に処理する硝化脱窒処
理系に組み込むもので、硝化槽(図示省略)の上流側も
しくは下流側に接続するものであるが、本実施の形態で
は処理対象の原水が流入管2から流入する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. 1 and 2, a denitrification tank 1 which is a reaction tank is incorporated in a nitrification denitrification treatment system for biologically treating sewage wastewater, and is connected to an upstream side or a downstream side of a nitrification tank (not shown). However, in this embodiment, the raw water to be treated flows from the inflow pipe 2.

【0024】脱窒槽1は、その内部に脱窒に寄与する微
生物を固定化する担体3を投入しており、担体3は微生
物を固定化するために多孔質に形成することが好まし
く、微生物をその表面および微細孔に固定化している。
この固定化は槽内環境に応じて微生物を馴養することに
より行なう。
The denitrification tank 1 is charged with a carrier 3 for immobilizing microorganisms that contribute to denitrification, and the carrier 3 is preferably formed in a porous form to immobilize the microorganisms. It is immobilized on its surface and fine pores.
This immobilization is performed by acclimatizing microorganisms according to the environment in the tank.

【0025】脱窒槽1に配置する担体攪拌分離装置4
は、槽内に浸漬する環状の中空胴のチャンバー5を有し
ており、チャンバー5は中央部に上下に貫通する循環流
路6を有している。チャンバー5は循環流路6に面する
内側壁をスクリーン7で形成している。このスクリーン
7はウェッジワイヤスクリーンからなり、担体3を分離
するために循環流路6とチャンバー内流路8とを隔てる
ものである。
Carrier agitation separation device 4 arranged in denitrification tank 1
Has a chamber 5 having an annular hollow body to be immersed in the tank, and the chamber 5 has a circulation channel 6 vertically penetrating in the center thereof. The chamber 5 has an inner wall facing the circulation channel 6 formed by a screen 7. The screen 7 is a wedge wire screen and separates the circulation channel 6 and the chamber channel 8 for separating the carrier 3.

【0026】循環流路6には攪拌機9のインペラー10
を配置しており、インペラー10はその回転によって下
向流を発生させる。流出管11は一端がチャンバー内流
路8に連通し、他端が槽外に達して硝化槽(図示省略)
に連通しており、硝化槽から脱窒槽1へ硝化液循環管1
2が連通している。
An impeller 10 of a stirrer 9 is provided in the circulation channel 6.
Are arranged, and the impeller 10 generates a downward flow by its rotation. One end of the outflow pipe 11 communicates with the flow path 8 in the chamber, and the other end reaches the outside of the tank to reach a nitrification tank (not shown).
From the nitrification tank to the denitrification tank 1.
2 are in communication.

【0027】以下、上記した構成における作用を説明す
る。運転時には、流入管2から脱窒槽1へ処理する廃水
を供給し、攪拌機9のインペラー10を回転駆動してチ
ャンバー5の循環流路6に下向流Dを発生させる。この
下向流は流速が0.2〜1m/secであり、この流速
により担体3を窒素ガスの気泡の浮力に抗して槽内液中
に引き込む。
The operation of the above configuration will be described below. During operation, the wastewater to be treated is supplied from the inflow pipe 2 to the denitrification tank 1, and the impeller 10 of the stirrer 9 is rotationally driven to generate a downward flow D in the circulation flow path 6 of the chamber 5. This downward flow has a flow rate of 0.2 to 1 m / sec, and this flow rate draws the carrier 3 into the liquid in the tank against the buoyancy of the nitrogen gas bubbles.

【0028】槽内液および担体3は、下向流Dによって
チャンバー5の循環流路6を流下して下端開口から槽内
下部域に流出し、その後にチャンバー5の周囲において
上向流Uとなって槽内上部域へ流動し、チャンバー5の
上端開口から循環流路6に流入し、槽内で攪拌されなが
ら循環流動する。
The liquid in the tank and the carrier 3 flow down through the circulation flow path 6 of the chamber 5 by the downward flow D, flow out from the lower end opening to the lower region of the tank, and thereafter, as an upward flow U around the chamber 5. Then, it flows into the upper region of the tank, flows into the circulation channel 6 from the upper end opening of the chamber 5, and circulates while being stirred in the tank.

【0029】この担体3が循環流動することによって槽
内液中の基質と担体3に固定化した微生物とが効率良く
接触し、かつ担体3が高密度に微生物を保持しているの
で、廃水を脱窒処理するに必要な槽内滞留時間を短くす
ることができ、定格槽容積が小さくなる。
By circulating and circulating the carrier 3, the substrate in the liquid in the tank and the microorganisms immobilized on the carrier 3 are efficiently brought into contact with each other, and the carrier 3 retains the microorganisms at a high density. The retention time in the tank required for denitrification can be shortened, and the rated tank volume can be reduced.

【0030】循環流路6においては、下向流Dがスクリ
ーン7に沿った掃流となって流れるので、スクリーン7
を常に洗浄することができ、担体3は下向流Dと共に流
れてスクリーン7に捕捉されることがなく、スクリーン
7の閉塞を防止できる。このとき、槽内液はスクリーン
7を透過することで担体3を分離し、スクリーン7を透
過した担体分離水Tはチャンバー内流路8に流入し、流
出管11を通って槽外へ流出し、硝化槽(図示省略)に流
入する。このことによって、担体3が槽外へ流出するこ
とがなく、槽内の微生物量を高濃度に維持できる。
In the circulation flow path 6, the downward flow D flows as a sweep flow along the screen 7, so that the screen 7
Can be always washed, the carrier 3 does not flow together with the downward flow D and is not captured by the screen 7, and the clogging of the screen 7 can be prevented. At this time, the liquid in the tank separates the carrier 3 by passing through the screen 7, and the carrier-separated water T that has passed through the screen 7 flows into the channel 8 in the chamber and flows out of the tank through the outflow pipe 11. , Into a nitrification tank (not shown). As a result, the carrier 3 does not flow out of the tank and the amount of microorganisms in the tank can be maintained at a high concentration.

【0031】担体3には脱窒細菌の生物反応によって窒
素ガスが付着する。この窒素ガスが付着した担体3は見
かけ比重が小さくなり、槽内上部域に浮遊して流動性が
悪くなる。しかし、所定の流速を有する下向流Dが槽内
上部域に浮遊する担体3をチャンバー5の循環流路6に
引き込み、担体3は循環流路6を通過する際に、攪拌機
9のインペラー10との接触によって窒素ガスを分離
し、良好な流動性を回復する。
Nitrogen gas is attached to the carrier 3 by the biological reaction of the denitrifying bacteria. The carrier 3 to which the nitrogen gas adheres has a small apparent specific gravity, and floats in the upper area of the tank to deteriorate the fluidity. However, the downward flow D having a predetermined flow velocity draws the carrier 3 floating in the upper area in the tank into the circulation flow path 6 of the chamber 5, and when the carrier 3 passes through the circulation flow path 6, the impeller 10 of the stirrer 9 Separates the nitrogen gas by contact with and restores good fluidity.

【0032】図3は本発明の他の実施の形態を示すもの
である。先の実施の形態と同様の作用を行なうものに関
しては同一番号を付して説明を省略する。図3におい
て、担体分離攪拌装置21は、本体胴22によって上下
に貫通する循環流路6を形成している。本体胴22は上
部に流入部23を有するとともに、途中に中空胴のチャ
ンバー5を設けている。チャンバー5には、一端がチャ
ンバー内流路に連通して他端が槽外に達する流出管11
を接続しており、循環流路6に面する内側壁にチャンバ
ー内流路8と循環流路6とを隔てるスクリーン7を設け
ている。
FIG. 3 shows another embodiment of the present invention. The same numbers are assigned to the elements that perform the same operations as those in the previous embodiment, and the description thereof will be omitted. In FIG. 3, the carrier separating / stirring device 21 forms a circulation flow path 6 that vertically penetrates by a main body cylinder 22. The main body cylinder 22 has an inflow portion 23 in the upper portion, and a chamber 5 of a hollow cylinder is provided on the way. The chamber 5 has an outflow pipe 11 in which one end communicates with a channel in the chamber and the other end reaches the outside of the tank.
And a screen 7 that separates the in-chamber channel 8 and the circulation channel 6 from each other is provided on the inner wall facing the circulation channel 6.

【0033】本体胴22の下端部には、循環流路6に下
向流を発生させる水中攪拌式曝気装置24を設けてい
る。水中攪拌式曝気装置24は、ケーシング25の下端
側に槽底部に沿って水流を吐き出す吐出口26を有し、
ケーシング25の内部にインペラー27とインペラー2
7を回転駆動する水中モータ28を備えている。インペ
ラー27の下流側に配置するガイド部29には空気吹出
口30を設けている。
An underwater stirring type aerator 24 for generating a downward flow in the circulation flow path 6 is provided at the lower end of the main body cylinder 22. The submerged stirring type aerator 24 has a discharge port 26 that discharges a water flow along the bottom of the tank on the lower end side of the casing 25,
The impeller 27 and the impeller 2 are provided inside the casing 25.
An underwater motor 28 for rotating 7 is provided. An air outlet 30 is provided in the guide portion 29 arranged on the downstream side of the impeller 27.

【0034】上記した構成により、運転時には、水中攪
拌式曝気装置24の駆動によって下向流Dを循環流路6
に生起し、この下向流(0.2〜3m/sec)により
担体3を槽内液中に引き込む。
With the above-described structure, the downward flow D is circulated by driving the underwater stirring type aerator 24 during operation.
The carrier 3 is drawn into the liquid in the tank by this downward flow (0.2 to 3 m / sec).

【0035】槽内液および担体3は、流入部23から本
体胴22へ流入し、下向流Dによってチャンバー5の循
環流路6を流下し、吐出口26から槽底部付近に流出
し、攪拌されながら槽内を循環流動する。このとき、水
中攪拌式曝気装置24が槽底部付近に位置するので、吐
出口26から噴出する水流によって、槽底部付近に滞留
する槽内液に対する十分な攪拌効果を得ることができ
る。
The liquid in the tank and the carrier 3 flow into the main body 22 from the inflow portion 23, flow down the circulation channel 6 of the chamber 5 by the downward flow D, flow out from the discharge port 26 to the vicinity of the bottom of the tank, and are stirred. While being circulated, it circulates and flows in the tank. At this time, since the underwater stirring type aerator 24 is located near the bottom of the tank, the water flow ejected from the discharge port 26 can obtain a sufficient stirring effect for the liquid in the tank staying near the bottom of the tank.

【0036】循環流路6においては、下向流Dがスクリ
ーン7に沿った掃流となって流れるので、スクリーン7
を常に洗浄することができ、担体3は下向流Dと共に流
れてスクリーン7に捕捉されることがなく、スクリーン
7の閉塞を防止できる。このとき、槽内液はスクリーン
7を透過することで担体3を分離し、スクリーン7を透
過した担体分離水Tはチャンバー内流路8に流入し、流
出管11を通って槽外へ流出する。このことによって、
担体3が槽外へ流出することがなく、槽内の微生物量を
高濃度に維持できる。
In the circulation flow path 6, the downward flow D flows as a sweep flow along the screen 7, so that the screen 7
Can be always washed, the carrier 3 does not flow together with the downward flow D and is not captured by the screen 7, and the clogging of the screen 7 can be prevented. At this time, the liquid in the tank separates the carrier 3 by passing through the screen 7, and the carrier-separated water T that has passed through the screen 7 flows into the channel 8 in the chamber and flows out of the tank through the outflow pipe 11. . By this,
The carrier 3 does not flow out of the tank and the amount of microorganisms in the tank can be maintained at a high concentration.

【0037】図4は本発明の他の実施の形態を示すもの
である。先の実施の形態と同様の作用を行なうものに関
しては同一番号を付して説明を省略する。図4におい
て、流出管11は脱窒槽1に隣接する硝化槽31の水面
下に連通し、流出管11の出口に垂直管32を設けてい
る。垂直管32の内部には攪拌機33のインペラー34
を配置しており、インペラー34はその回転によって下
向流を発生させる。
FIG. 4 shows another embodiment of the present invention. The same numbers are assigned to the elements that perform the same operations as those in the previous embodiment, and the description thereof will be omitted. In FIG. 4, the outflow pipe 11 communicates with the nitrification tank 31 adjacent to the denitrification tank 1 below the water surface, and a vertical pipe 32 is provided at the outlet of the outflow pipe 11. Inside the vertical pipe 32, the impeller 34 of the stirrer 33 is installed.
The impeller 34 generates a downward flow by its rotation.

【0038】上記した構成により、流出管11の出口が
硝化槽31の水面下に没する状態において、担体分離水
は流出管11の入口に作用する脱窒槽1の水頭と出口に
作用する硝化槽31の水頭との水頭差を駆動圧として流
れる。
With the above structure, in a state where the outlet of the outflow pipe 11 is submerged below the water surface of the nitrification tank 31, the carrier separation water acts on the inlet of the outflow pipe 11 and the head of the denitrification tank 1 and the nitrification tank that acts on the outlet. The difference between the head and the head of 31 flows as the driving pressure.

【0039】一方、循環流路6に下向流が流れると循環
流路6の内部で圧力が降下して流出管11の入口圧力が
低下する。このため、流出管11の入口に作用する水頭
と出口に作用する水頭が等しい場合には、流出管11の
入口圧力が出口圧力より小さくなり、流出管11に逆流
が発生する。この逆流は、入口に作用する水頭が出口に
作用する水頭より所定の水頭差Δhだけ高くなった時点
で停止する。
On the other hand, when a downward flow flows through the circulation passage 6, the pressure inside the circulation passage 6 drops, and the inlet pressure of the outflow pipe 11 drops. Therefore, when the water head acting on the inlet of the outflow pipe 11 is equal to the water head acting on the outlet, the inlet pressure of the outflow pipe 11 becomes smaller than the outlet pressure, and a backflow occurs in the outflow pipe 11. This backflow is stopped when the head of water acting on the inlet becomes higher than the head of water acting on the outlet by a predetermined head difference Δh.

【0040】したがって、循環流路6に下向流が流れる
状態において、流出管11の入口側から出口側に担体分
離水が流れるためには、流出管11の入口に作用する脱
窒槽1の水頭と出口に作用する硝化槽31の水頭との間
に冗長な水頭差Δhが必須となる。
Therefore, in order for the carrier separation water to flow from the inlet side of the outflow pipe 11 to the outlet side in the state where the downward flow flows in the circulation flow path 6, the head of the denitrification tank 1 acting at the inlet of the outflow pipe 11 is required. And a redundant head difference Δh between the head of the nitrification tank 31 acting on the outlet and the head of the nitrification tank 31 is essential.

【0041】しかし、攪拌機33のインペラー34を回
転させて流出管11の他端に設けた垂直管32の内部に
下向流を発生させる、垂直管32の内部の圧力降下に起
因して流出管11の出口圧力が低下させることにより、
循環流路6の圧力降下に起因して低下する入口圧力の低
下分と出口圧力の低下分が平衡する。
However, the impeller 34 of the stirrer 33 is rotated to generate a downward flow in the vertical pipe 32 provided at the other end of the outflow pipe 11, and the outflow pipe is generated due to the pressure drop inside the vertical pipe 32. By reducing the outlet pressure of 11,
The decrease amount of the inlet pressure and the decrease amount of the outlet pressure, which decrease due to the pressure drop in the circulation flow path 6, are balanced.

【0042】このことにより、流出管11の入口に作用
する脱窒槽1の水頭と出口に作用する硝化槽31の水頭
との間に冗長な水頭差Δhが不要となり、担体分離水は
流出管11の入口に作用する脱窒槽1の水頭と出口に作
用する硝化槽31の水頭との水頭差に応じて円滑に流れ
る。
This eliminates the need for a redundant head difference Δh between the head of the denitrification tank 1 acting on the inlet of the outflow pipe 11 and the head of the nitrification tank 31 acting on the outlet, and the carrier-separated water is discharged from the outflow pipe 11. The water flows smoothly in accordance with the head difference between the head of the denitrification tank 1 that acts on the inlet and the head of the nitrification tank 31 that acts on the outlet.

【0043】攪拌機9を流出管11より上部に設置する
場合には、その吐出圧の大きさによっては逆に流出管1
1の入口圧力も増加することもあるが、その場合は攪拌
機33を垂直管32の上部に配置すれば同様に圧力を平
衡させることができる。上記の担体攪拌分離装置は、脱
窒槽、硝化槽の両方に適用できることは言うまでもな
い。
When the stirrer 9 is installed above the outflow pipe 11, the outflow pipe 1 may be reversed depending on the discharge pressure.
The inlet pressure of 1 may increase, but in that case, if the stirrer 33 is arranged above the vertical pipe 32, the pressure can be similarly balanced. It goes without saying that the carrier stirring and separating apparatus described above can be applied to both a denitrification tank and a nitrification tank.

【0044】[0044]

【発明の効果】以上述べたように、本発明によれば、イ
ンペラーによってチャンバーの循環流路内に下向流を発
生させ、下向流によって槽内液および担体を槽内で攪拌
しながら循環流動させるので、槽内液中の基質と担体に
固定化した微生物とが効率良く接触し、廃水を処理する
に必要な槽内滞留時間を短くして槽体の小型化を図るこ
とができる。循環流路において、下向流がスクリーンに
沿った掃流となって流れることでスクリーンを常に洗浄
するので、担体はスクリーンに捕捉されることなく下向
流と共に流れ、スクリーンの閉塞が防止できる。担体は
循環流路を通過する際に攪拌機のインペラーとの接触に
よって窒素ガスを分離し、良好な流動性を回復する。下
向流はその流速が0.2〜m/secであることが好
ましく、この流速により窒素ガスの気泡が付着した担体
をその浮力に抗して槽内液中に引き込むことができ、過
剰な流速は攪拌機において無駄なエネルギーを消費する
ことになる。また、水中攪拌式曝気装置が槽底部付近に
位置することで、槽底部付近に滞留する槽内液に対する
十分な攪拌効果を得ることができるとともに、スクリー
ンを洗浄する洗浄効果と攪拌効果とを同一の動力によっ
て得ることができる。また、流出管の入口圧力の低下値
と出口圧力の低下値を平衡させることにより、担体分離
水が流出管の入口に作用する水頭と出口に作用する水頭
との水頭差に応じて円滑に流れる。
As described above, according to the present invention, a downward flow is generated in the circulation channel of the chamber by the impeller, and the downward flow circulates the liquid in the tank and the carrier while stirring in the tank. Since the liquid is allowed to flow, the substrate in the liquid in the tank and the microorganisms immobilized on the carrier are efficiently brought into contact with each other, and the residence time in the tank necessary for treating the wastewater can be shortened to reduce the size of the tank body. In the circulation flow path, the downflow flows as a sweep flow along the screen to wash the screen at all times, so that the carrier flows with the downflow without being trapped by the screen, and the clogging of the screen can be prevented. The carrier separates nitrogen gas by contact with the impeller of the stirrer when passing through the circulation flow path, and recovers good fluidity. The downward flow preferably has a flow velocity of 0.2 to 3 m / sec, and this flow velocity allows the carrier having nitrogen gas bubbles attached thereto to be drawn into the liquid in the tank against its buoyancy. Different flow rates consume wasted energy in the stirrer. In addition, since the submerged aeration type aerator is located near the bottom of the tank, it is possible to obtain a sufficient agitation effect for the liquid in the tank that accumulates near the bottom of the tank, and the cleaning effect for cleaning the screen and the agitation effect are the same. It can be obtained by the power of. Further, by balancing the drop value of the inlet pressure of the outflow pipe and the drop value of the outlet pressure, the carrier-separated water flows smoothly according to the head difference between the head acting on the inlet of the outflow pipe and the head acting on the outlet. .

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

【図1】本発明の実施の形態における担体攪拌分離装置
の断面図である。
FIG. 1 is a cross-sectional view of a carrier stirring and separating apparatus according to an embodiment of the present invention.

【図2】同担体攪拌分離装置の平面図である。FIG. 2 is a plan view of the carrier stirring and separating apparatus.

【図3】本発明の他の実施の形態における担体攪拌分離
装置の断面図である。
FIG. 3 is a cross-sectional view of a carrier stirring and separating apparatus according to another embodiment of the present invention.

【図4】本発明の他の実施の形態における担体攪拌分離
装置の断面図である。
FIG. 4 is a cross-sectional view of a carrier stirring / separating device according to another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 脱窒槽 2 流入管 3 担体 4 担体攪拌分離装置 5 チャンバー 6 循環流路 7 スクリーン 8 チャンバー内流路 9 攪拌機 10 インペラー 11 流出管 1 denitrification tank 2 inflow pipe 3 carriers 4 Carrier agitation separator 5 chambers 6 circulation channels 7 screen 8 Chamber flow path 9 stirrer 10 impeller 11 Outflow pipe

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平9−117785(JP,A) 特開 平10−305290(JP,A) 特開 平11−47786(JP,A) 特開2001−991(JP,A) (58)調査した分野(Int.Cl.7,DB名) C02F 3/02 - 3/10 C02F 3/28 - 3/34 ─────────────────────────────────────────────────── ─── Continuation of the front page (56) Reference JP-A-9-117785 (JP, A) JP-A-10-305290 (JP, A) JP-A-11-47786 (JP, A) JP-A-2001-991 (JP, A) (58) Fields investigated (Int.Cl. 7 , DB name) C02F 3/02-3/10 C02F 3/28-3/34

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 微生物を固定化する担体を投入した反応
槽内に浸漬するものであって、上下に貫通する循環流路
を有した中空胴のチャンバーと、一端がチャンバー内流
路に連通して他端が槽外に達する流出管と、循環流路に
面するチャンバーの内側壁を形成してチャンバー内流路
と循環流路とを隔てるスクリーンと、循環流路内に配置
したインペラーによって下向流を発生させる攪拌機とを
備えたことを特徴とする担体攪拌分離装置。
1. A chamber of a hollow cylinder having a circulation flow path that penetrates vertically, which is immersed in a reaction tank containing a carrier for immobilizing microorganisms, and one end of which communicates with a flow path in the chamber. And the screen that forms the inner wall of the chamber facing the circulation flow path to separate the chamber internal flow path from the circulation flow path, and the impeller placed inside the circulation flow path. A carrier stirring and separating apparatus, comprising: a stirrer for generating a countercurrent.
【請求項2】 下向流の流速が0.2〜m/secで
あることを特徴とする請求項1記載の担体攪拌分離装
置。
2. The carrier stirring / separating device according to claim 1, wherein the downward flow velocity is 0.2 to 3 m / sec.
【請求項3】 微生物を固定化する担体を投入した反応
槽内に浸漬するものであって、上下に貫通する循環流路
を形成し、上部に流入部を有するとともに途中に中空胴
のチャンバーを設けた本体胴と、一端がチャンバー内流
路に連通して他端が槽外に達する流出管と、循環流路に
面するチャンバーの内側壁を形成してチャンバー内流路
と循環流路とを隔てるスクリーンと、本体胴の下端に接
続して配置し、循環流路に下向流を発生させる水中攪拌
式曝気装置とを備えたことを特徴とする担体攪拌分離装
置。
3. A method of immersing in a reaction vessel containing a carrier for immobilizing microorganisms, which forms a circulation flow path that penetrates vertically, has an inflow part at the top, and has a hollow barrel chamber in the middle. A main body cylinder provided, an outflow pipe having one end communicating with a channel in the chamber and the other end reaching the outside of the tank, and an inner wall of the chamber facing the circulation channel to form a chamber inner channel and a circulation channel. A carrier stirring / separating device, comprising: a screen separating the above and a submersible stirring type aeration device which is disposed so as to be connected to the lower end of the main body cylinder and generates a downward flow in the circulation flow path.
【請求項4】 流出管の他端に垂直管を接続し、垂直管
内に下向流を発生させる攪拌手段を設けたことを特徴と
する請求項1〜3の何れか1項に記載の担体攪拌分離装
置。
4. The carrier according to claim 1, wherein a vertical pipe is connected to the other end of the outflow pipe, and stirring means for generating a downward flow is provided in the vertical pipe. Stirrer separation device.
JP2000026883A 1999-05-19 2000-02-04 Carrier stirring separation device Expired - Fee Related JP3468732B2 (en)

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Application Number Priority Date Filing Date Title
JP13791599 1999-05-19
JP11-137915 1999-05-19
JP2000026883A JP3468732B2 (en) 1999-05-19 2000-02-04 Carrier stirring separation device

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JP4556532B2 (en) * 2004-07-29 2010-10-06 パナソニック株式会社 Method and apparatus for treating nitric acid waste liquid
JP4544583B2 (en) * 2005-02-09 2010-09-15 オルガノ株式会社 Waste water treatment apparatus and method
JP4870707B2 (en) * 2008-03-26 2012-02-08 シャープ株式会社 Water treatment apparatus and water treatment method
DE102009045032A1 (en) * 2009-09-25 2011-03-31 Invent Umwelt-Und Verfahrenstechnik Ag Process and apparatus for the biological purification of wastewater
JP5666187B2 (en) * 2010-07-29 2015-02-12 佐竹化学機械工業株式会社 Waste water treatment apparatus and waste water treatment method
CN105585123A (en) * 2016-03-03 2016-05-18 上海合源环境科技有限公司 Integrated biological powdered activated carbon adsorption and precipitation device and application method thereof
JP7474602B2 (en) * 2020-02-18 2024-04-25 アクアス株式会社 Gas-liquid dispersion device

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