JP2883462B2 - Purification system - Google Patents

Purification system

Info

Publication number
JP2883462B2
JP2883462B2 JP3068555A JP6855591A JP2883462B2 JP 2883462 B2 JP2883462 B2 JP 2883462B2 JP 3068555 A JP3068555 A JP 3068555A JP 6855591 A JP6855591 A JP 6855591A JP 2883462 B2 JP2883462 B2 JP 2883462B2
Authority
JP
Japan
Prior art keywords
activated carbon
treated water
biological activated
carbon tank
tank
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 - Lifetime
Application number
JP3068555A
Other languages
Japanese (ja)
Other versions
JPH04305292A (en
Inventor
衛 西島
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.)
Toshiba Corp
Original Assignee
Toshiba 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 Toshiba Corp filed Critical Toshiba Corp
Priority to JP3068555A priority Critical patent/JP2883462B2/en
Publication of JPH04305292A publication Critical patent/JPH04305292A/en
Application granted granted Critical
Publication of JP2883462B2 publication Critical patent/JP2883462B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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

  • Water Treatment By Sorption (AREA)
  • Biological Treatment Of Waste Water (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[発明の目的][Object of the Invention]

【0002】[0002]

【産業上の利用分野】本発明は高度の水処理を必要とす
る浄水場や汚水処理場などで使用される生物活性炭を使
用した浄化処理システムに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a purification system using biological activated carbon for use in water purification plants and sewage treatment plants that require advanced water treatment.

【0003】[0003]

【従来の技術】生物活性炭を使用して高度の水処理を行
なう浄化処理システムとして、従来、図3に示すシステ
ムが知られている。
2. Description of the Related Art As a purification treatment system for performing advanced water treatment using biological activated carbon, a system shown in FIG. 3 is conventionally known.

【0004】この図に示す浄化処理システムはオゾン反
応槽装置101と、生物活性炭槽装置102とを備えて
おり、凝集沈澱槽や砂ろ過槽によって処理された処理水
103が供給されたとき、これをオゾン反応槽装置10
1に導き、ここで前記処理水103中の有機物を分解、
脱色、脱臭したり、生物処理性を向上させた後、生物活
性炭槽装置102に導き、ここで一定時間滞留させて浄
化させ、次の処理工程に送り出す。
[0004] The purification treatment system shown in this figure is provided with an ozone reaction tank device 101 and a biological activated carbon tank device 102, and when treated water 103 treated by a coagulation sedimentation tank or a sand filtration tank is supplied, To the ozone reactor 10
1, where the organic matter in the treated water 103 is decomposed,
After decoloring, deodorizing, and improving the biological treatment property, it is led to the biological activated carbon tank device 102, where it is retained for a certain period of time to be purified, and sent to the next processing step.

【0005】オゾン反応槽装置101は凝集沈澱槽や砂
ろ過槽によって処理された処理水103が供給されたと
き、これを取り込む流入管104と、この流入管104
によって取り込まれた処理水103を貯留するオゾン反
応槽105と、このオゾン反応槽105内の下部側に配
置される散気管106と、前記オゾン反応槽105の外
部に配置され、オゾンを発生してこれを前記散気管10
6に導いて前記オゾン反応槽105内の処理水103中
にオゾン気泡109を発生させるオゾン発生器107
と、前記オゾン反応槽105内の処理水103を取り込
んで生物活性炭槽装置102に送水するオゾン処理水ポ
ンプ108とを備えている。
[0005] An ozone reaction tank apparatus 101 is provided with an inflow pipe 104 for taking in treated water 103 which has been treated in a coagulation settling tank or a sand filtration tank,
Ozone reaction tank 105 for storing treated water 103 taken in by the above, a diffuser tube 106 disposed at the lower side in the ozone reaction tank 105, and disposed outside the ozone reaction tank 105 to generate ozone. This is
Ozone generator 107 for generating ozone bubbles 109 in the treated water 103 in the ozone reaction tank 105
And an ozonated water pump 108 for taking in the treated water 103 in the ozone reaction tank 105 and sending it to the biological activated carbon tank device 102.

【0006】そして、凝集沈澱槽や砂ろ過槽により処理
された処理水103が供給されたとき、流入管104に
よってこれをオゾン反応槽105に導いてオゾン発生器
107から供給され散気管106から出たオゾン気泡1
09と対向流気液接触させ、オゾンの酸化力によって処
理水103中の有機物を分解、脱色、脱臭させるととも
に、前記有機物の生物処理性を向上させた後、オゾン処
理水ポンプ108によってオゾン処理済みの処理水10
3を生物活性炭槽装置102に送水させる。
[0006] When the treated water 103 treated by the coagulation sedimentation tank or the sand filtration tank is supplied, the treated water 103 is guided to the ozone reaction tank 105 by the inflow pipe 104, supplied from the ozone generator 107, and discharged from the diffusion pipe 106. Ozone bubble 1
09 and countercurrent gas-liquid contact to decompose, decolor, and deodorize the organic matter in the treated water 103 by the oxidizing power of ozone, and improve the biological treatability of the organic matter. Treated water 10
3 to the biological activated carbon tank device 102.

【0007】生物活性炭槽装置102は前記オゾン処理
水ポンプ108によって送水された処理水103を貯留
する生物活性炭槽111と、この生物活性炭槽111内
の下部側に設けられる支持材112と、前記生物活性炭
槽111内に配置され前記支持材112によって支持さ
れる生物活性炭113と、前記生物活性炭槽111内の
処理水103を取り込んで次の処理工程に送水する処理
水ポンプ114とを備えている。
The biological activated carbon tank device 102 includes a biological activated carbon tank 111 for storing the treated water 103 fed by the ozonated water pump 108, a support member 112 provided on a lower side in the biological activated carbon tank 111, A biological activated carbon 113 disposed in the activated carbon tank 111 and supported by the support member 112, and a treated water pump 114 for taking in the treated water 103 in the biological activated carbon tank 111 and sending it to the next treatment step.

【0008】そして、前記オゾン反応槽装置101から
オゾン処理済みの処理水103が供給されたとき、これ
を生物活性炭槽111内に導いた後、生物活性炭113
内を通過させて浄化させ、この浄化処理が終了した処理
水103を処理水ポンプ114によって次の処理工程に
送水させる。
When the ozone-treated water 103 is supplied from the ozone reaction tank apparatus 101, it is introduced into the biological activated carbon tank 111, and then the biological activated carbon 113 is supplied.
Then, the treated water 103 after the purification treatment is sent to the next treatment step by the treated water pump 114.

【0009】[0009]

【発明が解決しようとする課題】しかしながら、上述し
た従来の浄化処理システムにおいては、生物活性炭槽1
11の構造によって処理水103が生物活性炭槽111
に留まる時間(滞留時間)が決定され、これによって前
記処理水103と生物活性炭113との接触時間が決定
されてしまうため、水温が低下して生物活性炭113の
生物活性が低下したとき、処理水質が悪化してしまい、
安定した処理水質を維持することができないという問題
があった。
However, in the conventional purification treatment system described above, the biological activated carbon tank 1 is used.
According to the structure of 11, the treated water 103 is
Is determined, and the contact time between the treated water 103 and the biologically active carbon 113 is determined by this. When the water temperature decreases and the biological activity of the biologically active carbon 113 decreases, the treated water quality Gets worse,
There was a problem that stable treated water quality could not be maintained.

【0010】本発明は上記の事情に鑑み、水温が低下し
て生物活性炭の処理条件が変化した場合でも、その変化
を検出して生物活性炭部分での滞留時間を制御して処理
水質を一定の値に維持させることができる浄化処理シス
テムを提供することを目的としている。
The present invention has been made in view of the above circumstances, and even when the treatment temperature of biologically activated carbon changes due to a decrease in water temperature, the change is detected and the residence time in the biologically activated carbon portion is controlled to make the treated water quality constant. It is an object of the present invention to provide a purification system capable of maintaining the value at a value.

【0011】[発明の構成][Structure of the Invention]

【0012】[0012]

【課題を解決するための手段】上記の目的を達成するた
めに本発明による浄化処理システムは、供給された処理
水を処理して次工程に送水する複数の生物活性炭槽装置
と、これら各生物活性炭槽装置に供給される処理水の水
質と前記次工程に送水される処理水の水質との差を検出
する水質検出部と、この水質検出部の検出結果に基づい
て前記各生物活性炭槽をシリーズに接続したり、並列に
接続したりする接続決定部とを備えたことを特徴として
いる。
In order to achieve the above object, a purification treatment system according to the present invention comprises a plurality of biologically activated carbon tank devices for treating supplied treated water and sending the treated water to the next step. A water quality detection unit that detects a difference between the quality of the treated water supplied to the activated carbon tank device and the quality of the treated water sent to the next step, and based on the detection result of the water quality detection unit, each of the biological activated carbon tanks A connection determining unit that connects to the series or connects in parallel.

【0013】[0013]

【作用】上記の構成において、水質検出部によって各生
物活性炭槽装置に供給される処理水の水質と次工程に送
水される処理水の水質との差が検出されるとともに、接
続決定部によって前記水質検出部の検出結果に基づいて
前記各生物活性炭槽がシリーズに接続されたり、並列に
接続されたりして次工程に送水される処理水の水質を予
め設定されている範囲内に維持する。
In the above configuration, the difference between the quality of the treated water supplied to each biological activated carbon tank device and the quality of the treated water sent to the next step is detected by the water quality detection unit, and the connection determination unit detects the difference. Based on the detection result of the water quality detection unit, the biological activated carbon tanks are connected in series or connected in parallel to maintain the quality of treated water to be sent to the next step within a preset range.

【0014】[0014]

【実施例】図1は本発明による浄化処理システムの一実
施例を示すブロック図である。
FIG. 1 is a block diagram showing an embodiment of a purification system according to the present invention.

【0015】この図に示す浄化処理システムはオゾン反
応槽装置1と、4つの生物活性炭槽装置2a〜2dと、
処理水ポンプ装置3とを備えており、凝集沈澱槽や砂ろ
過槽によって処理された処理水4が供給されたとき、こ
れをオゾン反応槽装置1に導き、ここで前記処理水4中
の有機物を分解、脱色、脱臭したり、生物処理性を向上
させた後、各生物活性炭槽装置2a〜2dを組み合わせ
て処理水4の水質に応じた時間、滞留させて浄化させ、
次の処理工程に送り出す。
The purification system shown in FIG. 1 includes an ozone reactor 1 and four biologically activated carbon tanks 2a to 2d.
And a treated water pump device 3. When treated water 4 treated by a coagulation sedimentation tank or a sand filtration tank is supplied, the treated water 4 is guided to the ozone reaction tank device 1, where organic matter in the treated water 4 is treated. After decomposing, decolorizing, deodorizing, or improving the biological treatment property, the respective biological activated carbon tank devices 2a to 2d are combined and retained for a time corresponding to the quality of the treated water 4 to be purified.
Send to the next processing step.

【0016】オゾン反応槽装置1は凝集沈澱槽や砂ろ過
槽によって処理された処理水4が供給されたとき、これ
を取り込む流入管5と、この流入管5によって取り込ま
れた処理水4を貯留するオゾン反応槽6と、このオゾン
反応槽6内の下部側に配置される散気管7と、前記オゾ
ン反応槽6の外部に配置され、オゾンを発生してこれを
前記散気管7に導いて前記オゾン反応槽6内の処理水4
中にオゾン気泡8を発生させるオゾン発生器9と、前記
オゾン反応槽6内の処理水4を取り込んで生物活性炭槽
装置2aに送水するオゾン処理水ポンプ10とを備えて
いる。
The ozone reaction tank apparatus 1 stores an inflow pipe 5 for taking in the treated water 4 treated by the coagulation sedimentation tank or the sand filtration tank, and the treated water 4 taken in by the inflow pipe 5. An ozone reaction tank 6, an air diffusion tube 7 disposed on the lower side of the ozone reaction tank 6, and an ozone generation unit disposed outside the ozone reaction tank 6 to generate ozone and guide it to the air diffusion tube 7. Treated water 4 in the ozone reactor 6
An ozone generator 9 that generates ozone bubbles 8 therein, and an ozonated water pump 10 that takes in the treated water 4 in the ozone reaction tank 6 and feeds the treated water 4 to the biological activated carbon tank device 2a.

【0017】そして、凝集沈澱槽や砂ろ過槽により処理
された処理水4が供給されたとき、流入管5によってこ
れをオゾン反応槽6に導いてオゾン発生器9から供給さ
れ散気管7から出たオゾン気泡8と対向流気液接触さ
せ、オゾンの酸化力によって処理水4中の有機物を分
解、脱色、脱臭させるとともに、前記有機物の生物処理
性を向上させた後、オゾン処理水ポンプ10によってオ
ゾン処理済みの処理水4を生物活性炭槽装置2aに送水
させる。
When the treated water 4 supplied by the coagulating sedimentation tank or the sand filtration tank is supplied, the treated water 4 is guided to the ozone reaction tank 6 by the inflow pipe 5, supplied from the ozone generator 9, and discharged from the diffusion pipe 7. The organic matter in the treated water 4 is decomposed, decolorized, and deodorized by the oxidizing power of ozone, and the biological treatment property of the organic matter is improved. The ozone-treated water 4 is sent to the biological activated carbon tank device 2a.

【0018】生物活性炭槽装置2aは前記オゾン処理水
ポンプ10によって送水された処理水4の水温を測定す
る水温計11と、前記オゾン処理水ポンプ10によって
送水された処理水4の溶存酸素量を測定する溶存酸素計
12と、開状態になっているとき、前記オゾン処理水ポ
ンプ10によって送水された処理水4を通過させる流入
弁13aと、この流入弁13aを通過した処理水4を貯
留する生物活性炭槽14aと、この生物活性炭槽14a
内の下部側に設けられる支持材15aと、前記生物活性
炭槽14a内に配置され前記支持材15aによって支持
される生物活性炭16aと、開状態になっているとき、
前記生物活性炭槽14a内の処理水4を引き抜いて処理
水ポンプ装置3に送る流出弁17aと、前記生物活性炭
槽14a内の処理水4を取り込んで次の生物活性炭槽装
置2bに送水する処理水ポンプ18aとを備えている。
The biological activated carbon tank device 2a measures the water temperature of the treated water 4 sent by the ozonated water pump 10 and the dissolved oxygen amount of the treated water 4 sent by the ozonated water pump 10. A dissolved oxygen meter 12 to be measured, an inflow valve 13a for passing the treated water 4 sent by the ozonated water pump 10 when it is in an open state, and the treated water 4 having passed through the inflow valve 13a are stored. Biological activated carbon tank 14a and this biological activated carbon tank 14a
A support member 15a provided on the lower side of the inside, a biological activated carbon 16a disposed in the biological activated carbon tank 14a and supported by the support member 15a,
An outflow valve 17a that draws out the treated water 4 in the biological activated carbon tank 14a and sends it to the treated water pump device 3, and a treated water that takes in the treated water 4 in the biological activated carbon tank 14a and sends it to the next biological activated carbon tank device 2b. And a pump 18a.

【0019】そして、流入弁13aが開状態になってい
るとき、前記オゾン反応槽装置1から供給される処理水
4の水温や溶存酸素量を測定しながらこれをを通過させ
て生物活性炭槽14a内に導いた後、生物活性炭16a
内を通過させて浄化させるとともに、流出弁17aを開
状態にして前記生物活性炭槽14a内の浄化された処理
水4を抜き出しこれを処理水ポンプ装置3に送ったり、
処理水ポンプ18aを動作させて、前記処理水4を次の
生物活性炭層装置2bに送水したりする。
When the inflow valve 13a is in the open state, the temperature of the treated water 4 supplied from the ozone reaction tank device 1 and the amount of dissolved oxygen are measured, and the treated water 4 is passed therethrough so as to pass therethrough. After being led inside, biological activated carbon 16a
While purifying the water, and opening the outflow valve 17a to extract the purified treated water 4 in the biological activated carbon tank 14a and sending it to the treated water pump device 3,
By operating the treated water pump 18a, the treated water 4 is sent to the next biological activated carbon bed device 2b.

【0020】生物活性炭槽装置2bは開状態となってい
るとき、前段の生物活性炭槽装置2aから供給される処
理水4を通過させる連結流入弁19bと、開状態になっ
ているとき、前記オゾン反応槽装置1から送水された処
理水4を通過させる流入弁13bと、この流入弁13b
や前記連結流入弁19bを通過した処理水4を貯留する
生物活性炭槽14bと、この生物活性炭槽14b内の下
部側に設けられる支持材15bと、前記生物活性炭槽1
4b内に配置され前記支持材15bによって支持される
生物活性炭16bと、開状態になっているとき、前記生
物活性炭槽14b内の処理水4を引き抜いて処理水ポン
プ装置3に送る流出弁17bと、前記生物活性炭槽14
b内の処理水4を取り込んで次の生物活性炭槽装置2c
に送水する処理水ポンプ18bとを備えている。
When the biological activated carbon tank device 2b is in the open state, the connecting inflow valve 19b through which the treated water 4 supplied from the preceding biological activated carbon tank device 2a passes is provided. An inflow valve 13b through which the treated water 4 sent from the reaction tank apparatus 1 passes;
And a biological activated carbon tank 14b for storing the treated water 4 that has passed through the connection inflow valve 19b, a support member 15b provided at a lower side in the biological activated carbon tank 14b, and the biological activated carbon tank 1
A biological activated carbon 16b disposed in the support material 15b and supported by the support material 15b; and an outflow valve 17b for extracting the treated water 4 from the biological activated carbon tank 14b and sending the treated water 4 to the treated water pump device 3 when in an open state. , The biological activated carbon tank 14
b) to take in the treated water 4 in the next biological activated carbon tank device 2c
And a treated water pump 18b for supplying water to the pump.

【0021】そして、流入弁13bが開状態になってい
るとき、前記オゾン反応槽装置1から供給される処理水
4を通過させて生物活性炭槽14b内に導き、また連結
流入弁19bが開状態となっているとき、前段の生物活
性炭槽装置2aから供給される処理水4を生物活性炭槽
14bに導いた後、生物活性炭16b内を通過させて浄
化させるとともに、流出弁17bを開状態にして前記生
物活性炭槽14b内の浄化された処理水4を抜き出しこ
れを処理水ポンプ装置3に送ったり、処理水ポンプ18
bを動作させて、前記処理水4を次の生物活性炭層装置
2cに送水したりする。
When the inflow valve 13b is in the open state, the treated water 4 supplied from the ozone reaction tank apparatus 1 is passed into the biological activated carbon tank 14b, and the connection inflow valve 19b is in the open state. When the treatment water 4 supplied from the preceding biological activated carbon tank device 2a is introduced into the biological activated carbon tank 14b, the treated water 4 is passed through the biological activated carbon 16b for purification, and the outflow valve 17b is opened. The purified treated water 4 in the biological activated carbon tank 14b is extracted and sent to the treated water pump device 3 or the treated water pump 18
b is operated to send the treated water 4 to the next biologically activated carbon layer device 2c.

【0022】生物活性炭槽装置2cは上述し生物活性炭
槽装置2bと同様に、開状態となっているとき、前段の
生物活性炭槽装置2bから供給される処理水4を通過さ
せる連結流入弁19cと、開状態になっているとき、前
記オゾン反応槽装置1から送水された処理水4を通過さ
せる流入弁13cと、この流入弁13cや前記連結流入
弁19cを通過した処理水4を貯留する生物活性炭槽1
4cと、この生物活性炭槽14c内の下部側に設けられ
る支持材15cと、前記生物活性炭槽14c内に配置さ
れ前記支持材15cによって支持される生物活性炭16
cと、開状態になっているとき、前記生物活性炭槽14
c内の処理水4を引き抜いて処理水ポンプ装置3に送る
流出弁17cと、前記生物活性炭槽14c内の処理水4
を取り込んで次の生物活性炭槽装置2dに送水する処理
水ポンプ18cとを備えている。
The biological activated carbon tank device 2c, like the biological activated carbon tank device 2b described above, has a connecting inflow valve 19c for passing the treated water 4 supplied from the preceding biological activated carbon tank device 2b when in the open state. When in the open state, an inflow valve 13c for passing the treated water 4 sent from the ozone reaction tank device 1, and an organism for storing the treated water 4 that has passed through the inflow valve 13c and the connection inflow valve 19c. Activated carbon tank 1
4c, a supporting member 15c provided on a lower side in the biological activated carbon tank 14c, and a biological activated carbon 16 disposed in the biological activated carbon tank 14c and supported by the supporting material 15c.
c, when in the open state, the biological activated carbon tank 14
c and an outflow valve 17c for withdrawing the treated water 4 in the treated water pump device 3 from the biological activated carbon tank 14c
And a treated water pump 18c for feeding water to the next biologically active carbon tank device 2d.

【0023】そして、流入弁13cが開状態になってい
るとき、前記オゾン反応槽装置1から供給される処理水
4を通過させて生物活性炭槽14c内に導き、また連結
流入弁19cが開状態となっているとき、前段の生物活
性炭槽装置2bから供給される処理水4を生物活性炭槽
14cに導きいた後、生物活性炭16c内を通過させて
浄化させるとともに、流出弁17cを開状態にして前記
生物活性炭槽14c内の浄化された処理水4を抜き出し
これを処理水ポンプ装置3に送ったり、処理水ポンプ1
8cを動作させて、前記処理水4を次の生物活性炭層装
置2dに送水したりする。
When the inflow valve 13c is open, the treated water 4 supplied from the ozone reaction tank device 1 is passed to the biological activated carbon tank 14c, and the connection inflow valve 19c is opened. When the treatment water 4 supplied from the biological activated carbon tank device 2b at the preceding stage is guided to the biological activated carbon tank 14c, the treated water 4 is passed through the biological activated carbon 16c for purification, and the outflow valve 17c is opened. The purified treated water 4 in the biological activated carbon tank 14c is extracted and sent to the treated water pump device 3 or the treated water pump 1
8c is operated to feed the treated water 4 to the next biologically activated carbon bed device 2d.

【0024】生物活性炭槽装置2dは開状態となってい
るとき、前段の生物活性炭槽装置2cから供給される処
理水4を通過させる連結流入弁19dと、開状態になっ
ているとき、前記オゾン反応槽装置1から送水された処
理水4を通過させる流入弁13dと、この流入弁13d
や前記連結流入弁19dを通過した処理水4を貯留する
生物活性炭槽14dと、この生物活性炭槽14d内の下
部側に設けられる支持材15dと、前記生物活性炭槽1
4d内に配置され前記支持材15dによって支持される
生物活性炭16dと、開状態になっているとき、前記生
物活性炭槽14d内の処理水4を引き抜いて処理水ポン
プ装置3に送る流出弁17dとを備えている。
When the biological activated carbon tank device 2d is in the open state, the connection inflow valve 19d for passing the treated water 4 supplied from the preceding biological activated carbon tank device 2c is provided. An inflow valve 13d through which the treated water 4 sent from the reaction tank apparatus 1 passes;
Activated carbon tank 14d for storing the treated water 4 having passed through the connection inflow valve 19d, a support member 15d provided at a lower side in the activated carbon tank 14d, and the activated carbon tank 1
A bioactive carbon 16d disposed in the support material 4d and supported by the support material 15d; and an outflow valve 17d for extracting the treated water 4 in the biological activated carbon tank 14d and sending the treated water 4 to the treated water pump device 3 when in an open state. It has.

【0025】そして、流入弁13dが開状態になってい
るとき、前記オゾン反応槽装置1から供給される処理水
4を通過させて生物活性炭槽14d内に導き、また連結
流入弁19dが開状態となっているとき、前段の生物活
性炭槽装置2cから供給される処理水4を生物活性炭槽
14dに導いた後、生物活性炭16d内を通過させて浄
化させるとともに、流出弁17dを開状態にして前記生
物活性炭槽14d内の浄化された処理水4を抜き出しこ
れを処理水ポンプ装置3に送る。
When the inflow valve 13d is in the open state, the treated water 4 supplied from the ozone reaction tank device 1 is passed through the biological activated carbon tank 14d, and the connection inflow valve 19d is in the open state. When the treatment water 4 supplied from the preceding biological activated carbon tank device 2c is introduced into the biological activated carbon tank 14d, the treated water 4 is passed through the biological activated carbon 16d for purification, and the outflow valve 17d is opened. The purified treated water 4 in the biological activated carbon tank 14d is extracted and sent to the treated water pump device 3.

【0026】処理水ポンプ装置3は前記各生物活性炭槽
装置2a〜2dから処理水4を取り込んでこれを次の処
理工程に送る処理水ポンプ20と、この処理水ポンプ2
0によって次の処理工程に送られる処理水4の溶存酸素
量を測定する溶存酸素計21とを備えており、前記各生
物活性炭槽装置2a〜2dから処理水4を取り込んでこ
の処理水4の溶存酸素量を測定した後、これを次の処理
工程に送る。
The treated water pump device 3 takes in the treated water 4 from each of the biological activated carbon tank devices 2a to 2d and sends it to the next treatment step.
0 and a dissolved oxygen meter 21 for measuring the amount of dissolved oxygen in the treated water 4 sent to the next treatment step. The treated water 4 is taken in from each of the biologically activated carbon tank devices 2a to 2d, and After measuring the amount of dissolved oxygen, it is sent to the next processing step.

【0027】次に、図2に示すフローチャートを参照し
ながらこの実施例の処理動作を説明する。
Next, the processing operation of this embodiment will be described with reference to the flowchart shown in FIG.

【0028】まず、流入管5を介して凝集沈澱槽や砂ろ
過槽により処理された処理水4が供給されたとき、流入
管5によってこれがオゾン反応槽6に導かれた後、オゾ
ン発生器9から供給され散気管7から出たオゾン気泡8
と対向流気液接触され、オゾンの酸化力によって処理水
4中の有機物が分解、脱色、脱臭されるとともに、前記
有機物の生物処理性が向上させられた後、オゾン処理水
ポンプ10によってオゾン反応槽6内の処理水4が最初
の生物活性炭槽装置2に送水される。
First, when the treated water 4 treated by the coagulating sedimentation tank or the sand filtration tank is supplied through the inflow pipe 5, the treated water 4 is guided to the ozone reaction tank 6 by the inflow pipe 5, and then is supplied to the ozone generator 9. Ozone bubbles 8 supplied from the air and exiting from the diffuser 7
After the organic matter in the treated water 4 is decomposed, decolorized and deodorized by the oxidizing power of the ozone, and the biological treatment property of the organic matter is improved, the ozone-treated water pump 10 The treated water 4 in the tank 6 is sent to the first biologically activated carbon tank device 2.

【0029】そして、このときこのオゾン反応槽装置1
から送水される処理水4の水温と溶存酸素量が測定さ
れ、夏場などのように比較的、水温が高いときには、各
流入弁13a〜13dが開かれるとともに、各連結流入
弁19b〜19dが閉じられ、さらに各連結ポンプ18
a〜18cが停止させられて各生物活性炭槽装置2a〜
2dが並列に運転される。
At this time, the ozone reactor 1
The temperature of the treated water 4 and the dissolved oxygen amount are measured, and when the water temperature is relatively high such as in summer, each of the inflow valves 13a to 13d is opened and each of the connection inflow valves 19b to 19d is closed. And each connecting pump 18
a to 18c are stopped and each biological activated carbon tank device 2a to
2d are operated in parallel.

【0030】これによって、前記オゾン反応槽装置1か
ら送水される処理水4が各流入弁13a〜13dを通過
して各生物活性炭槽装置2a〜2dの生物活性炭槽14
a〜14dに導かれ後、生物活性炭16a〜16d内を
通過して浄化されるとともに、流出弁17a〜17dに
よって前記生物活性炭槽14a内の浄化された処理水4
が抜き出されこれが処理水ポンプ装置3に送られ、処理
水ポンプ18aによって次の処理工程に送水される。
As a result, the treated water 4 sent from the ozone reaction tank apparatus 1 passes through each of the inflow valves 13a to 13d, and flows into the biological activated carbon tank 14 of each of the biological activated carbon tank apparatuses 2a to 2d.
After being guided to the biological activated carbon 16a to 16d, it is purified by passing through the biological activated carbon 16a to 16d, and the purified treated water 4 in the biological activated carbon tank 14a by the outflow valves 17a to 17d.
Is extracted and sent to the treated water pump device 3, where it is sent to the next treatment step by the treated water pump 18a.

【0031】また、冬場などのようにオゾン反応槽装置
1から送水される処理水4の水温が低く、最初の生物活
性炭槽装置2aに設けられている溶存酸素計12で測定
された処理水4の溶存酸素量と、処理ポンプ装置3に設
けられた溶存酸素計21で測定された次の処理工程に送
られる処理水4の溶存酸素量との濃度差Sが演算される
とともに、この濃度差Sと予め設定されている下限値
A、上限値Bとが比較される(ステップST1)。
The temperature of the treated water 4 sent from the ozone reaction tank device 1 is low, such as in winter, and the treated water 4 measured by the dissolved oxygen meter 12 provided in the first biological activated carbon tank device 2a is used. And the dissolved oxygen amount of the treated water 4 sent to the next treatment step, which is measured by the dissolved oxygen meter 21 provided in the treatment pump device 3, is calculated. S is compared with preset lower limit value A and upper limit value B (step ST1).

【0032】そして、前記濃度差Sが前記下限値A以上
で、かつ上限値Bより小さければ、最初の生物活性炭槽
装置2aおよび3段目の生物活性炭槽装置2cに設けら
れている各流出弁17a、17cが閉じられるととも
に、これらの各生物活性炭槽装置2a、2cに設けられ
ている連結ポンプ18a、18cの運転が開始され、さ
らに2段目の生物活性炭槽装置2bおよび最終段の生物
活性炭槽装置2dに設けられている各流入弁13b、1
3dが閉じられるとともに、これらの各生物活性炭槽装
置2b、2dに設けられている各連結弁19b、19d
が開かれる。
If the concentration difference S is equal to or larger than the lower limit value A and smaller than the upper limit value B, each outflow valve provided in the first biological activated carbon tank device 2a and the third stage biological activated carbon tank device 2c is provided. 17a and 17c are closed, the operation of the connection pumps 18a and 18c provided in these biological activated carbon tank devices 2a and 2c is started, and the second stage biological activated carbon tank device 2b and the final stage biological activated carbon Each inflow valve 13b, 1 provided in the tank device 2d
3d is closed, and each connection valve 19b, 19d provided in each of these biological activated carbon tank devices 2b, 2d.
Is opened.

【0033】これによって、最初の生物活性炭槽装置2
aと2段目の生物活性炭槽装置2bとがシリーズに接続
されて前記オゾン反応槽装置1から送水される処理水4
が最初の生物活性炭槽装置2aに設けられた流入弁13
aを介して生物活性炭槽14aに導かれ、ここで生物活
性炭16aで浄化され、この後連結ポンプ18aによっ
て抜き出されるとともに、2段目の生物活性炭槽装置2
bの流入弁19bを介して生物活性炭槽14bに導か
れ、ここで生物活性炭16bで浄化され、この後流出弁
17bを介して処理水ポンプ装置3に送られる。
Thus, the first biological activated carbon tank device 2
a and the second-stage biological activated carbon tank device 2b are connected in series, and the treated water 4 sent from the ozone reaction tank device 1
Is the inflow valve 13 provided in the first biological activated carbon tank device 2a.
a to the biological activated carbon tank 14a, where it is purified by the biological activated carbon 16a, and then extracted by the connecting pump 18a.
b is led to the biological activated carbon tank 14b via the inflow valve 19b, where it is purified by the biological activated carbon 16b, and then sent to the treated water pump device 3 via the outflow valve 17b.

【0034】また、上述した動作により、3段目の生物
活性炭槽装置2cと最終段の生物活性炭槽装置2dとが
シリーズに接続されて前記オゾン反応槽装置1から送水
される処理水4が3段目の生物活性炭槽装置2cの流入
弁13cを介して生物活性炭槽14cに導かれ、ここで
生物活性炭16cで浄化され、この後連結ポンプ18c
によって抜き出されるとともに、最終段の生物活性炭槽
装置2dの連結流入弁19dを介して生物活性炭槽14
dに導かれ、ここで生物活性炭16dで浄化され、この
後流出弁17dを介して前記処理水ポンプ装置3に送ら
れる。
In addition, by the above-described operation, the third-stage biological activated carbon tank device 2c and the last-stage biological activated carbon tank device 2d are connected in series, and the treated water 4 sent from the ozone reaction tank device 1 becomes 3 The biological activated carbon tank 14c is guided to the biological activated carbon tank 14c through the inflow valve 13c of the biological activated carbon tank device 2c of the stage, where it is purified by the biological activated carbon 16c, and thereafter, the connection pump 18c
And the biological activated carbon tank 14 via the connection inflow valve 19d of the biological activated carbon tank device 2d at the final stage.
d, where it is purified by biological activated carbon 16d and then sent to the treated water pump device 3 via an outflow valve 17d.

【0035】そして、処理水ポンプ装置3に設けられて
いる処理ポンプ20によって2段目の生物活性炭槽装置
2bおよび最終段の生物活性炭槽装置2dから送水され
た浄化済みの処理水4が取り込まれるとともに、溶存酸
素計21によりその溶存酸素量が測定された後、次の処
理工程に送水される。
Then, the treated pump 4 provided in the treated water pump device 3 takes in the purified treated water 4 sent from the second-stage biological activated carbon tank device 2b and the last-stage biological activated carbon tank device 2d. At the same time, after the dissolved oxygen amount is measured by the dissolved oxygen meter 21, the water is sent to the next processing step.

【0036】すなわち、最初の生物活性炭槽装置2aに
設けられている溶存酸素計12で測定された処理水4の
溶存酸素量と、処理ポンプ装置3に設けられた溶存酸素
計21で測定された処理水4の溶存酸素量との濃度差S
が予め設定されている下限値A以上で、かつ上限値Bよ
り小さいとき、各生物活性炭槽装置2a〜2dに設けら
れている各生物活性炭14a〜14dの生物活性が少し
低下したと判断されて、最初の生物活性炭槽装置2aと
2段目の生物活性炭槽装置2bとがシリーズに連結され
るとともに、3段目の生物活性炭槽装置2cと最後の生
物活性炭槽装置2dとがシリーズに連結されてオゾン反
応槽装置1から送水される処理水4の滞留時間が2倍に
されて処理された後、処理水ポンプ装置3の処理水ポン
プ20によって取り込まれて次の処理工程に送水される
(ステップST2)。
That is, the amount of dissolved oxygen in the treated water 4 measured by the dissolved oxygen meter 12 provided in the first biological activated carbon tank device 2a and the amount of dissolved oxygen measured by the dissolved oxygen meter 21 provided in the treatment pump device 3 were measured. Concentration difference S with dissolved oxygen amount of treated water 4
Is not less than the preset lower limit value A and smaller than the upper limit value B, it is determined that the biological activity of each of the biological activated carbons 14a to 14d provided in each of the biological activated carbon tank devices 2a to 2d is slightly reduced. The first biological activated carbon tank apparatus 2a and the second biological activated carbon tank apparatus 2b are connected in series, and the third biological activated carbon tank apparatus 2c and the last biological activated carbon tank apparatus 2d are connected in series. The residence time of the treated water 4 sent from the ozone reaction tank device 1 is doubled and treated, and then taken in by the treated water pump 20 of the treated water pump device 3 and sent to the next treatment step ( Step ST2).

【0037】また、最初の生物活性炭槽装置2aに設け
られている溶存酸素計12で測定された処理水4の溶存
酸素量と、処理ポンプ装置3に設けられた溶存酸素計2
1で測定された処理水4の溶存酸素量との濃度差Sが前
記下限値Aより小さいときには(ステップST3)、各
生物活性炭槽装置2a〜2dに設けられている各生物活
性炭14a〜14dの生物活性が大幅に低下したと判断
されて、2段目以降の生物活性炭槽装置2b〜2dに設
けられている各流入弁13b〜13dが閉じられるとと
もに、最初の生物活性炭槽装置2aから3段目の生物活
性炭槽装置2cまでに設けられている各流出弁17a〜
17cが閉じられてこれら最初の生物活性炭槽装置2a
から最後の生物活性炭槽装置2dまでシリーズに接続さ
れる。
The dissolved oxygen amount of the treated water 4 measured by the dissolved oxygen meter 12 provided in the first biological activated carbon tank device 2a and the dissolved oxygen meter 2 provided in the treatment pump device 3
When the concentration difference S from the amount of dissolved oxygen of the treated water 4 measured in Step 1 is smaller than the lower limit value A (Step ST3), each of the biologically activated carbons 14a to 14d provided in each of the biologically activated carbon tank devices 2a to 2d. It is determined that the biological activity has been significantly reduced, and the inflow valves 13b to 13d provided in the second and subsequent biological activated carbon tank devices 2b to 2d are closed, and the three-stage biological activated carbon tank device 2a is closed from the first biological activated carbon tank device 2a. Each of the outflow valves 17a to 17c provided up to the eye biological activated carbon tank device 2c
17c are closed and these first biological activated carbon tank devices 2a
To the last biological activated carbon tank device 2d.

【0038】これによって、前記オゾン反応槽装置1か
ら送水される処理水4が最初の生物活性炭槽装置2aに
設けられた流入弁13aを介して生物活性炭槽14aに
導かれ、ここで生物活性炭16aで浄化され、この後連
結ポンプ18aによって抜き出されるとともに、2段目
の生物活性炭槽装置2bに設けられた連結流入弁19b
を介して生物活性炭槽14bに導かれ、ここで生物活性
炭16bで浄化される。
As a result, the treated water 4 sent from the ozone reaction tank device 1 is guided to the biological activated carbon tank 14a via the inflow valve 13a provided in the first biological activated carbon tank device 2a, where the biological activated carbon 16a is introduced. And then extracted by the connection pump 18a, and connected to the connection inflow valve 19b provided in the second-stage biological activated carbon tank device 2b.
Through the biological activated carbon tank 14b, where it is purified by the biological activated carbon 16b.

【0039】以下、同様に、2段目の生物活性炭槽装置
2bで浄化された処理水4が3段目の生物活性炭槽装置
2cに設けられた連結流入弁19cを介して生物活性炭
槽14cに導かれて生物活性炭16cで浄化され、この
後連結ポンプ18cによって抜き出されるとともに、最
終段の生物活性炭槽装置2dに設けられた連結流入弁1
9dを介して生物活性炭槽14dに導かれて生物活性炭
16dで浄化され、この後流出弁17dを介して処理水
ポンプ装置3に送られる。
Hereinafter, similarly, the treated water 4 purified by the second-stage biological activated carbon tank device 2b is supplied to the biological activated carbon tank 14c via the connection inflow valve 19c provided in the third-stage biological activated carbon tank device 2c. It is guided and purified by the biological activated carbon 16c, and is thereafter extracted by the coupling pump 18c.
It is guided to the biological activated carbon tank 14d via 9d and purified by the biological activated carbon 16d, and then sent to the treated water pump device 3 via the outflow valve 17d.

【0040】そして、処理水ポンプ装置3に設けられて
いる処理ポンプ20によって最終段の生物活性炭槽装置
2dから送水された浄化済みの処理水4が取り込まれる
とともに、溶存酸素計21によりその溶存酸素量が測定
された後、次の処理工程に送水される(ステップST
4)。
Then, the treated pump 4 provided in the treated water pump device 3 takes in the purified treated water 4 sent from the biological activated carbon tank device 2 d at the final stage, and the dissolved oxygen by the dissolved oxygen meter 21. After the amount is measured, water is sent to the next processing step (step ST
4).

【0041】また、最初の生物活性炭槽装置2aに設け
られている溶存酸素計12で測定された処理水4の溶存
酸素量と、処理ポンプ装置3に設けられた溶存酸素計2
1で測定された処理水4の溶存酸素量との濃度差Sが前
記上限値B以上になっているとき(ステップST5)、
各生物活性炭槽装置2a〜2dに設けられている各生物
活性炭14a〜14dの生物活性が十分な活性を保って
いると判断されて、夏場の処理と同様に、各生物活性炭
槽装置2a〜2dの各流入弁13a〜13dが開かれる
とともに、各連結流入弁19b〜19dが閉じられ、さ
らに各連結ポンプ18a〜18cが停止させられて各生
物活性炭槽装置2a〜2dが並列に運転される。
The dissolved oxygen amount of the treated water 4 measured by the dissolved oxygen meter 12 provided in the first biological activated carbon tank device 2a and the dissolved oxygen meter 2 provided in the treatment pump device 3
When the concentration difference S from the dissolved oxygen amount of the treated water 4 measured in Step 1 is equal to or higher than the upper limit B (Step ST5),
It is determined that the biological activity of each of the biologically activated carbons 14a to 14d provided in each of the biologically activated carbon tank devices 2a to 2d is sufficient, and the biologically activated carbon tank devices 2a to 2d are processed in the same manner as in the summer. The respective inflow valves 13a to 13d are opened, the respective connection inflow valves 19b to 19d are closed, the respective connection pumps 18a to 18c are stopped, and the respective biological activated carbon tank devices 2a to 2d are operated in parallel.

【0042】これによって、前記オゾン反応槽装置1か
ら送水される処理水4が各流入弁13a〜13dを介し
て各生物活性炭槽装置2a〜2dの生物活性炭槽14a
〜14dに導かれて生物活性炭16a〜16dで浄化さ
れるとともに、流出弁17a〜17dによって抜き出さ
れこれが処理水ポンプ装置3に送られ、処理水ポンプ1
8aによって次の処理工程に送水される(ステップST
6)。
Thus, the treated water 4 sent from the ozone reaction tank device 1 is supplied to the biological activated carbon tank 14a of each of the biological activated carbon tank devices 2a to 2d through the respective inflow valves 13a to 13d.
To 14d, purified by biological activated carbon 16a to 16d, extracted by outflow valves 17a to 17d, sent to the treated water pump device 3, and treated with the treated water pump 1.
8a, water is sent to the next processing step (step ST
6).

【0043】このようにこの実施例においては、最初の
生物活性炭槽装置2aに設けられている溶存酸素計12
で測定された処理水4の溶存酸素量と、処理ポンプ装置
3に設けられた溶存酸素計21で測定された次の処理工
程に送られる処理水4の溶存酸素量との濃度差Sに応じ
てオゾン反応槽装置1から送水される処理水4と各生物
活性炭16a〜16dとの接触時間(滞留時間)を変更
するようにしたので、水温が低下して生物活性炭16a
〜16dの活性度が変化した場合でも、その変化を検出
して生物活性炭16a〜16d部分での滞留時間を制御
して処理水質を一定の値に維持させることができる。
As described above, in this embodiment, the dissolved oxygen meter 12 provided in the first biological activated carbon tank device 2a is used.
In accordance with the concentration difference S between the dissolved oxygen amount of the treated water 4 measured in the above step and the dissolved oxygen amount of the treated water 4 sent to the next treatment step measured by the dissolved oxygen meter 21 provided in the treatment pump device 3. The contact time (residence time) between the treated water 4 sent from the ozone reaction tank device 1 and each of the biological activated carbons 16a to 16d is changed, so that the water temperature decreases and the biological activated carbon 16a
Even when the activity of 〜16d changes, the change can be detected and the residence time in the biological activated carbon 16aa16d portion can be controlled to maintain the treated water quality at a constant value.

【0044】また、上述し実施例においては、最初の生
物活性炭槽装置2aに設けられている溶存酸素計12で
測定された処理水4の溶存酸素量と、処理ポンプ装置3
に設けられた溶存酸素計21で測定された次の処理工程
に送られる処理水4の溶存酸素量との濃度差Sが上限値
B以上となっているとき、各生物活性炭槽装置2a〜2
dを並列に運転するようにしているので、これら各生物
活性炭槽装置2a〜2dをシリーズに運転したときに比
べて、これらの各生物活性炭槽装置2a〜2dを流れる
処理水4の流量を1/4にすることができ、これによっ
て各生物活性炭14a〜14dの生物活性が少し低くて
も、十分な浄化処理を行なうことができる。
In the above-described embodiment, the amount of dissolved oxygen in the treated water 4 measured by the dissolved oxygen meter 12 provided in the first biological activated carbon tank device 2a and the treatment pump device 3
When the concentration difference S between the amount of dissolved oxygen in the treated water 4 sent to the next treatment step and measured by the dissolved oxygen meter 21 provided in the above is not less than the upper limit B, each of the biological activated carbon tank devices 2a to 2
d is operated in parallel, the flow rate of the treated water 4 flowing through each of the biologically activated carbon tank devices 2a to 2d is set to 1 compared to when these biologically activated carbon tank devices 2a to 2d are operated in series. / 4, so that even if the biological activity of each of the biologically activated carbons 14a to 14d is slightly low, a sufficient purification treatment can be performed.

【0045】[0045]

【発明の効果】以上説明したように本発明によれば、水
温が低下して生物活性炭の処理条件が変化した場合で
も、その変化を検出して生物活性炭部分での滞留時間を
制御して処理水質を一定の値に維持させることができ
る。
As described above, according to the present invention, even when the treatment temperature of biologically activated carbon changes due to a decrease in water temperature, the change is detected and the residence time in the biologically activated carbon is controlled to control the treatment. Water quality can be maintained at a constant value.

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

【図1】本発明による浄化処理システムの一実施例を示
すブロック図である。
FIG. 1 is a block diagram showing one embodiment of a purification processing system according to the present invention.

【図2】図1に示す浄化処理システムの動作例を示すフ
ローチャートである。
FIG. 2 is a flowchart showing an operation example of the purification processing system shown in FIG.

【図3】従来から知られている浄化処理システムの一例
を示すブロック図である。
FIG. 3 is a block diagram showing an example of a conventionally known purification processing system.

【符号の説明】[Explanation of symbols]

1 オゾン反応槽装置 2a〜2d 生物活性炭槽装置 4 処理水 12、21 水質検出部(溶存酸素計) 13a〜13d 接続決定部(流入弁) 17a〜17d 接続決定部(流出弁) 18a〜18c 接続決定部(連結ポンプ) 19b〜19d 接続決定部(連結流入弁) DESCRIPTION OF SYMBOLS 1 Ozone reaction tank apparatus 2a-2d Biological activated carbon tank apparatus 4 Treated water 12, 21 Water quality detection part (dissolved oxygen meter) 13a-13d Connection determination part (inflow valve) 17a-17d Connection determination part (outflow valve) 18a-18c Connection Decision part (connection pump) 19b-19d Connection decision part (connection inflow valve)

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 供給された処理水を処理して次工程に送
水する複数の生物活性炭槽装置と、これら各生物活性炭
槽装置に供給される処理水の水質と前記次工程に送水さ
れる処理水の水質との差を検出する水質検出部と、この
水質検出部の検出結果に基づいて前記各生物活性炭槽を
シリーズに接続したり、並列に接続したりする接続決定
部と、を備えたことを特徴とする浄化処理システム。
1. A plurality of biologically activated carbon tank devices for processing the supplied treated water and sending the treated water to the next step, the quality of the treated water supplied to each of the biologically activated carbon tank apparatuses, and the treatment to be sent to the next step. A water quality detection unit that detects a difference from the water quality of water, and a connection determination unit that connects each of the biological activated carbon tanks to a series based on a detection result of the water quality detection unit or connects them in parallel. Purification treatment system characterized by the above-mentioned.
JP3068555A 1991-04-01 1991-04-01 Purification system Expired - Lifetime JP2883462B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3068555A JP2883462B2 (en) 1991-04-01 1991-04-01 Purification system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3068555A JP2883462B2 (en) 1991-04-01 1991-04-01 Purification system

Publications (2)

Publication Number Publication Date
JPH04305292A JPH04305292A (en) 1992-10-28
JP2883462B2 true JP2883462B2 (en) 1999-04-19

Family

ID=13377126

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3068555A Expired - Lifetime JP2883462B2 (en) 1991-04-01 1991-04-01 Purification system

Country Status (1)

Country Link
JP (1) JP2883462B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4848641B2 (en) * 2005-02-01 2011-12-28 栗田工業株式会社 Pure water production method and apparatus

Also Published As

Publication number Publication date
JPH04305292A (en) 1992-10-28

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