JPS62140612A - Method for operating filter device - Google Patents

Method for operating filter device

Info

Publication number
JPS62140612A
JPS62140612A JP60281937A JP28193785A JPS62140612A JP S62140612 A JPS62140612 A JP S62140612A JP 60281937 A JP60281937 A JP 60281937A JP 28193785 A JP28193785 A JP 28193785A JP S62140612 A JPS62140612 A JP S62140612A
Authority
JP
Japan
Prior art keywords
flow rate
filter
raw water
holding
precoat layer
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP60281937A
Other languages
Japanese (ja)
Inventor
Ryuji Tsutsumi
堤 龍治
Takahiro Nomura
野村 高広
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.)
Ebara Corp
Ebara Densan Ltd
Original Assignee
Ebara Corp
Ebara Densan Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ebara Corp, Ebara Densan Ltd filed Critical Ebara Corp
Priority to JP60281937A priority Critical patent/JPS62140612A/en
Publication of JPS62140612A publication Critical patent/JPS62140612A/en
Pending legal-status Critical Current

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  • Filtration Of Liquid (AREA)

Abstract

PURPOSE:To prevent the deterioration in the filtration performance of the titled device and to easily cope with the situation even when plural filters are used by zeroing the flow rate of raw water when the flow rate of raw water passing through the filter is lower than the flow rate necessary for retaining a precoat layer on an element. CONSTITUTION:The sum of the flow rate QM of a main pump 37 and the flow rate QA of a retaining pump 35 is calculated. A controller 42 for outputting an abnormal retention signal when the sum becomes lower than the specified flow rate QS necessary for retaining the precoat layer, namely QM+QA<QS, is provided. The conditions where the precoat layer formed on the element provided to a filter 31 is stripped are detected, and the flow rate of raw water passing through the filter is zeroed. Consequently, the curling up of a clad along with the fallen precoat material and the deposition of the clad on the element can be prevented. Even when the plural filters are used, only the filter concerned is stopped, and the situation can be easily coped with.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、プリコート層を用いてろ過を行うろ過処理装
置の運転方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a method of operating a filtration treatment apparatus that performs filtration using a precoat layer.

〔従来技術〕[Prior art]

エレメントにプリコート層を形成せしめたろ過器を存す
るろ過器を用いたプリコート式ろ過処理装置においては
、プリコート層をエレメントに保持させるために、プリ
コート層を通過する、ボイラ復水などの原水の流速(即
ち流量)を、プリコート層を保持するに必要な所定の流
計(これを保持流量と称す)以上を与えている。そのた
め、ろ過作業を停止している待機工程に備えて、主ポン
プとは別にろ過器に並列に補助ポンプとしての保持ポン
プを配01■シ、待機工程においては保持ボンブにより
所定の保持流量をバックアップしてプリコート層を保持
させている。採水工程(ろ過工程)においては主ポンプ
を運転し原水を保持流量以上の流量でろ過器を通過せし
め、クラッドを捕集除去してろ過をはかると共に、プリ
コート層の□保持を行っている。採水工程中に主ポンプ
の流量が保持流量よりも下がった場合には保持ポンプを
起動させてバンクアップを行う。
In a precoat type filtration treatment device that uses a filter with a precoat layer formed on the element, the flow rate of raw water such as boiler condensate that passes through the precoat layer ( In other words, the flow rate) is given a predetermined flow rate (this is called a holding flow rate) required to hold the precoat layer. Therefore, in preparation for the standby process when the filtration work is stopped, a holding pump is installed as an auxiliary pump in parallel with the filter, in addition to the main pump, and a holding bomb is used to back up the specified holding flow rate during the standby process. The precoat layer is retained. In the water sampling process (filtration process), the main pump is operated to allow raw water to pass through the filter at a flow rate higher than the retention flow rate, to collect and remove crud for filtration, and to maintain the precoat layer. If the flow rate of the main pump falls below the holding flow rate during the water sampling process, the holding pump is activated to perform bank up.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかし、このようなプリコート式ろ過器においては、通
過流量が保持流量に満たなくなった場合、プリコート層
の剥離が生じ、落ちたプリコート材がクラフトと混在し
た状態で巻き上がると、エレメントにクラッドも付着し
、プリコート材の付着を妨げ、正常なろ過作業を行うこ
とができなくなる、という問題点があった。
However, in such pre-coated filters, when the passing flow rate is less than the holding flow rate, the pre-coat layer peels off, and when the fallen pre-coat material rolls up mixed with kraft, crud also adheres to the element. However, there is a problem in that it prevents the pre-coating material from adhering, making it impossible to perform normal filtration work.

さらに、このようなろ過処理装置を用いるシステムでは
、複数基のろ過器を並列に使用することが多いので、複
数基のろ過器に対して、!Fi11離対策を作業員の手
により対策することは困難であった。
Furthermore, in systems using such filtration processing equipment, multiple filters are often used in parallel, so for multiple filters! It was difficult for workers to take measures against Fi11 separation by hand.

本発明は、従来の方法の上記の問題点を解決し、プリコ
ート層の剥離が生ずるようになる状態をとらえ、そのろ
過器を通過する原水流量をゼロとなし、落ちたプリコー
ト材と共にクラフトが巻き上がってエレメントに付着す
ることを防ぐことができ、ろ過器が複数基ある場合でも
そのろ過器のみ停止して、容易に対処することができる
ろ過処理装置の運転方法を提供することを口約とするも
のである。
The present invention solves the above-mentioned problems of the conventional method, detects the condition where the pre-coat layer peels off, reduces the flow rate of raw water passing through the filter to zero, and causes the craft to roll up along with the fallen pre-coat material. We are committed to providing an operating method for filtration equipment that can prevent the water from rising and adhering to the element, and even if there are multiple filters, only that filter can be stopped to easily deal with the problem. It is something to do.

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

本発明は、従来の方法の上記の問題点を解決する手段と
して、プリコート層を形成せしめたエレメントを備えた
ろ過器により原水をろ過するろ過処理装置の運転方法に
おいて、前記ろ過器を通過する原水の流量が、前記エレ
メントに前記プリコート層を保持するのに必要な所定の
流■に満たないときに、前記ろ過器を通過する原水流量
をゼロとすることを特徴とするろ過処理装置の運転方法
を提供せんとするものである。
As a means for solving the above-mentioned problems of the conventional methods, the present invention provides a method for operating a filtration treatment device in which raw water is filtered through a filter equipped with an element on which a precoat layer is formed, in which raw water passes through the filter. A method for operating a filtration treatment device, characterized in that the flow rate of raw water passing through the filter is set to zero when the flow rate is less than a predetermined flow rate necessary to hold the precoat layer in the element. We aim to provide the following.

〔実施例〕〔Example〕

本発明の実施例につき図面を用いて説明する。 Embodiments of the present invention will be described with reference to the drawings.

第1図はろ過処理装置のフロー図であり、31は中にプ
リコート層を形成したエレメントを備えたプリコート式
のろ過器、32は出口弁、33は入口弁、34は入口バ
イパス弁、35はろ過器31と並列に配備されたバック
アップ用の補助ポンプとしての保持ポンプ、36は保持
ポンプの吐出弁、37は主ポンプ、38はストレーナ、
39は流量制御弁、40は流11m節器、41は流量検
出器である。
FIG. 1 is a flow diagram of the filtration processing apparatus, in which 31 is a precoat type filter equipped with an element in which a precoat layer is formed, 32 is an outlet valve, 33 is an inlet valve, 34 is an inlet bypass valve, and 35 is a A holding pump as a backup auxiliary pump arranged in parallel with the filter 31, 36 a discharge valve of the holding pump, 37 a main pump, 38 a strainer,
39 is a flow rate control valve, 40 is a flow 11m moderator, and 41 is a flow rate detector.

42は、主ポンプ37の流fiQ。と保持ポンプ流ff
i Q Aとの和を演算し、その和の値がプリコート層
を保持するのに必要な所定の流WQsより小となったと
き即ちQ、4+QAくQ、なるときに、保持異常信号を
発する制御装置である。
42 is the flow fiQ of the main pump 37. and holding pump flow ff
i Q Calculate the sum of A, and when the value of the sum becomes smaller than the predetermined flow WQs necessary to hold the precoat layer, that is, Q, 4 + QA × Q, a holding abnormal signal is generated. It is a control device.

このようなろ過処理系のプリコート層保護に関する運転
のブロック図を第2図に示す。
A block diagram of the operation of such a filtration system for protecting the precoat layer is shown in FIG.

第2図において、採水中出力信号6、採水開始出力信号
7、待機出力信号8をOR回路4に入力し、OR回路4
の出力信号13と系統切り離し押しボタンスイッチlの
出力信号9とをAND回路2に入力し、そのAND回路
2の出力信号lOを電気式自己保持回路3のセント側に
入力し、その出力信号12と保持異常信号11をOR回
路4に入力し、その出力信号13を保持ポンプ停止回路
20、保持ポンプ吐出弁全閉回路21、ろ過処理装置出
口弁全閉回路22、ろ過処理装置人口弁全閉回路23に
入力し、指令を確実に実行した信号として保持ポンプ停
止信号15、保持ポンプ吐出弁全閉13号16、ろ過処
理装置出目弁全閉信号17、ろ過処理装置人口弁全閉信
号18、ろ過処理袋万人ロバイパス弁全閉信号19をA
ND回路2に人力し、その出力信号24を機械式自己保
持回路5並びに25に入力する。
In FIG. 2, the water sampling output signal 6, the water sampling start output signal 7, and the standby output signal 8 are input to the OR circuit 4, and the OR circuit 4
The output signal 13 of and the holding abnormal signal 11 are input to the OR circuit 4, and the output signal 13 is input to the holding pump stop circuit 20, the holding pump discharge valve fully closed circuit 21, the filtration processing device outlet valve fully closed circuit 22, and the filtration processing device artificial valve fully closed. Inputted into the circuit 23, signals indicating that the command has been reliably executed are a holding pump stop signal 15, a holding pump discharge valve fully closed 13, 16, a filtration processing device output valve fully closed signal 17, and a filtration processing device artificial valve fully closed signal 18. , filtration processing bag universal bypass valve full close signal 19A
The ND circuit 2 is manually powered, and its output signal 24 is input to the mechanical self-holding circuits 5 and 25.

機械式自己保持回路5の出力信号14を電気式自己保持
回路3のリセント側に入力する。
The output signal 14 of the mechanical self-holding circuit 5 is input to the resent side of the electrical self-holding circuit 3.

一方、電気式自己保持回路3の出力信号12を系統切り
離し出力信号26とし、ろ過処理装置入口バイパス弁全
閉を指令し、採水中出力信号6又は、採水開始出力信号
7又は、待機出力信号8のリセット信号に入力される。
On the other hand, the output signal 12 of the electric self-holding circuit 3 is used as the system disconnection output signal 26, which instructs the filtration processing device inlet bypass valve to be fully closed, and outputs the sampling output signal 6, the water sampling start output signal 7, or the standby output signal. It is input to the reset signal of 8.

動作について説明する。The operation will be explained.

先ず待機状態における動作を説明する。First, the operation in the standby state will be explained.

待機状態においては、大口弁33及び出口弁32が閉じ
られ、吐出弁36が開かれ、保持ポンプ35が運転され
、ろ過器31には保持ポンプ35による循環流(流量Q
a)が流れている。大口バイパス弁34は、主ポンプ3
7の停止時のみ閉、他の時は常時開となっている。この
ように常時間とすることによって待機状態において、大
口弁33が閉しられたときに、保持ポンプ35によるろ
過器31を通過するVa環流が次第に昇温して内圧が高
くなるのを防ぐようになっている。
In the standby state, the large mouth valve 33 and the outlet valve 32 are closed, the discharge valve 36 is opened, the holding pump 35 is operated, and the filter 31 receives a circulation flow (flow rate Q) by the holding pump 35.
a) is flowing. The large mouth bypass valve 34 is connected to the main pump 3
7, it is closed only when stopped, and is always open at other times. By setting the constant time in this way, when the large mouth valve 33 is closed in the standby state, the temperature of the Va recirculation passing through the filter 31 by the holding pump 35 is prevented from gradually rising and the internal pressure is prevented from increasing. It has become.

待機運転中には、プリコート層を保持するために流量Q
Aは QA≧Q、 なるように選ばれる。
During standby operation, the flow rate Q is reduced to maintain the precoat layer.
A is selected such that QA≧Q.

このような待機運転中に流量検出器41により流量QA
を検出し、 Q、<Q、  となった場合には保持異常
信号11が発せられ、OR回路4を経由し、その出力信
号13は保持ポンプ停止回路20、保持ポンプ吐出弁全
閉回路21、ろ過処理装置出目弁全閉回路22、ろ過処
理装置人口弁全閉回路23に人力され、保持ポンプ停止
信号15、保持ポンプ吐出弁全開信号16、ろ過処理装
置出口弁全開信号17、ろ過処理装置人口弁全閉信号1
8を出力してろ過器31を通過する原水流量をゼロとな
し、かつ、ろ過器1を他の系統から遮断し、隔離する。
During such standby operation, the flow rate QA is detected by the flow rate detector 41.
is detected, and when Q<Q, a holding abnormal signal 11 is generated, which is passed through the OR circuit 4, and the output signal 13 is sent to the holding pump stop circuit 20, the holding pump discharge valve fully closed circuit 21, The filtration processing device outlet valve fully closed circuit 22, the filtration processing device artificial valve fully closed circuit 23 are manually operated, the holding pump stop signal 15, the holding pump discharge valve fully open signal 16, the filtration processing device outlet valve fully open signal 17, the filtration processing device Population valve fully closed signal 1
8, the flow rate of raw water passing through the filter 31 is set to zero, and the filter 1 is cut off and isolated from other systems.

複数個のろ過器が並列に設けられている場合には、各々
のろ過器に、並列の保持ポンプラインと、出口弁、大口
弁を設けておき、成るろ過器の通過原水I Q Axが
、プリコート層を保持するのに必要な流1JFosより
小となった場合には、そのろ過器に付属する保持ポンプ
、保持ポンプ吐出弁、出口弁、大口弁のみを停止或いは
閉止し、当該ろ過器を他のろ過器の系統、その他の系統
から遮断し隔離する。
When multiple filters are installed in parallel, each filter is provided with a parallel holding pump line, an outlet valve, and a large mouth valve, so that the raw water IQ Ax passing through the filter is If the flow rate becomes smaller than 1JFos required to retain the precoat layer, stop or close only the retention pump, retention pump discharge valve, outlet valve, and large mouth valve attached to the filter, and remove the filter. Separate and isolate from other filter systems and other systems.

入口バイパス弁34は、通常の待機運転中は開かれてい
るが、保持異常信号11が成立することにより、採水中
出力信号6又は採水開始出力信号7又は待機出力信号8
をリセットさせ、入口バイバス弁34を全閉する。
The inlet bypass valve 34 is open during normal standby operation, but when the holding abnormality signal 11 is established, the sampling output signal 6, the water sampling start output signal 7, or the standby output signal 8 is activated.
is reset, and the inlet bypass valve 34 is fully closed.

ろ過器31の内部の原水流量がゼロとなれば、プリコー
ト材は落下してプリコート層の保持はできなくなるが、
クラッドが巻き上がってエレメントに付着するのを防止
することができる。
If the flow rate of raw water inside the filter 31 becomes zero, the precoat material will fall and the precoat layer will no longer be retained.
It is possible to prevent the cladding from rolling up and adhering to the element.

隔離されたろ過器1は速やかに逆洗を行い、新たにプリ
コート層を形成する。この際、逆洗開始信号27により
機械式自己保持回路5がリセットされ、逆洗完了信号2
8により機械式自己保持回路25がリセットされる。
The isolated filter 1 is quickly backwashed and a new precoat layer is formed. At this time, the mechanical self-holding circuit 5 is reset by the backwashing start signal 27, and the backwashing completion signal 2
8, the mechanical self-holding circuit 25 is reset.

次に採水中又は工程移行中の操作について説明する。Next, operations during sampling or process transition will be explained.

採水中又は工程移行中において、主ポンプ37は本ろ過
処理装置とは別に制御されており、その流ff1a、が
、 Q、<QS なるときには保持ポンプ35がバンクアップ運転されて
、 Q、+QA≧Q。
During sampling or process transition, the main pump 37 is controlled separately from the main filtration processing device, and when the flow ff1a becomes Q,<QS, the holding pump 35 is operated in a bank-up manner so that Q,+QA≧ Q.

となり、プリコート層が保持されるようになっている。Thus, the precoat layer is retained.

制御装置42では常にQ。とQAと和を演算し、QM 
+QA<Q。
In the control device 42, Q is always present. and QA and sum, QM
+QA<Q.

となったときに保持異常信号11を発し、前述の待機状
態の場合と同様にして、ろ過器1を1411 Jする原
水の流量をゼロとなし、かつ、そのろ過器1を他の系か
ら遮断し隔離し、クラッドが巻き上がってエレメントに
付着するのを防止する。
When this happens, the holding abnormality signal 11 is issued, and in the same way as in the standby state described above, the flow rate of raw water flowing through the filter 1 is set to zero, and the filter 1 is cut off from other systems. to prevent the cladding from rolling up and adhering to the element.

なお、制御袋ff42により、 Q、+QA<Q。In addition, with the control bag ff42, Q, +QA<Q.

なることが判断された場合に、光又は音による警報が発
せられ、この警報により手動で系統切り離し押しボタン
スイッチ1を押して、AND回路2、電気式自己保持回
路3を経てOR回路4に信号を与え、保持異常信号11
が与えられた場合と同様な操作が行われるようにしても
よい。
If it is determined that this is the case, a light or sound alarm will be issued, and this alarm will cause the user to manually push the system disconnection push button switch 1 and send a signal to the OR circuit 4 via the AND circuit 2 and the electric self-holding circuit 3. Give and hold abnormal signal 11
The same operation may be performed if .

保持ポンプ35を用いず主ポンプ37のみを備えたろ過
装置の場合には、主ポンプ37の流量o 、Iが、 QM<Qs となった場合に保持異常信号11を発し、或いは系統切
り離し押しボタンスイッチ1を押してオア回路、1に信
号を与えて前iffと同様の操作を行うようにすればよ
い。
In the case of a filtration device that does not use the holding pump 35 and is equipped with only the main pump 37, when the flow rates o and I of the main pump 37 become QM<Qs, the holding abnormal signal 11 is issued, or the system disconnection push button is pressed. All you have to do is press switch 1 to give a signal to the OR circuit 1 and perform the same operation as the previous IF.

〔発明の効果〕〔Effect of the invention〕

本発明により、プリコート式ろ過処理装置の、プリコー
ト層の剥離時Gこおけるクラッド巻き上げを防止し、ク
ラッドが付着した不良エレメントによるろ過を防ぐこと
ができ、ろ過性能の悪化を防ぎ、信頬性が大であり、複
数個のろ過器を有する装置においても操作が容易である
ろ過処理装置の運転方法を提供することができ、実用上
極めて大なる効果を奏する。
According to the present invention, it is possible to prevent the crud from rolling up during G when the precoat layer is peeled off in a precoat type filtration treatment device, to prevent filtration caused by a defective element to which the crud is attached, to prevent deterioration of filtration performance, and to improve reliability. It is possible to provide a method for operating a filtration treatment device that is easy to operate even in a device that is large in size and has a plurality of filters, and has extremely great practical effects.

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

第1図は本発明の実施例のフロー図、第2図はその制御
系統ブロック回路図である。 1・・・系統切り離し押しボタンスイッチ、2・・・A
ND回路、3・・・電気式自己保持回路、4・・・OR
回路、5・・・機械式自己保持回路、6・・・採水中出
力信号、7・・・採水開始出力信号、8・・・待機出力
信号、9.10・・・出力信号、11・・・保持異常信
号、12゜13.14・・・出力信号、15・・・保持
ポンプ停止信号、16・・・保持ポンプ吐出弁全閉信号
、17・・・ろ過処理装置出口弁全閉信号、18・・・
ろ過処理装置人口弁全閉信号、19・・・ろ過処理袋ヱ
入ロバイパス弁全閉信号、20・・・保持ポンプ停止回
路、21・・・保持ポンプ吐出弁全閉回路、22・・・
ろ過処理装置出口弁全閉回路、23・・・ろ過処理装置
人口弁全閉回路、24・・・出力信号、25・・・機械
式自己保持回路、26・・・系統切り離し出力信号、2
7・・・逆洗開始信号、28・・・逆洗完了信号。
FIG. 1 is a flow diagram of an embodiment of the present invention, and FIG. 2 is a block circuit diagram of its control system. 1... System disconnection push button switch, 2... A
ND circuit, 3...Electric self-holding circuit, 4...OR
Circuit, 5... Mechanical self-holding circuit, 6... Output signal during sampling, 7... Water sampling start output signal, 8... Standby output signal, 9.10... Output signal, 11. ...Holding abnormal signal, 12゜13.14... Output signal, 15... Holding pump stop signal, 16... Holding pump discharge valve fully closed signal, 17... Filtration processing device outlet valve fully closed signal , 18...
Filtration processing device population valve fully closed signal, 19... Filtration processing bag entry bypass valve fully closed signal, 20... Holding pump stop circuit, 21... Holding pump discharge valve fully closed circuit, 22...
Filtration processing device outlet valve fully closed circuit, 23... Filtration processing device artificial valve fully closed circuit, 24... Output signal, 25... Mechanical self-holding circuit, 26... System disconnection output signal, 2
7... Backwash start signal, 28... Backwash completion signal.

Claims (1)

【特許請求の範囲】 1、プリコート層を形成せしめたエレメントを備えたろ
過器により原水をろ過するろ過処理装置の運転方法にお
いて、 前記ろ過器を通過する原水の流量が、前記 エレメントに前記プリコート層を保持するのに必要な所
定の流量に満たないときに、前記ろ過器を通過する原水
流量をゼロとすることを特徴とするろ過処理装置の運転
方法。 2、プリコート層を形成せしめたエレメントを備えたろ
過器により原水をろ過するろ過処理装置であって、原水
を供給する主ポンプのほかに、前記ろ過器に並列に配備
され、該ろ過器の通過流量をバックアップする補助ポン
プを備えたろ過処理装置の運転方法において、前記主ポ
ンプが停止し、前記補助ポンプが バックアップ運転を行っている場合に、該補助ポンプの
吐出流量が、前記エレメントに前記プリコート層を保持
するのに必要な所定の流量に満たないときに、前記ろ過
器を通過する原水流量をゼロとすることを特徴とするろ
過処理装置の運転方法。
[Scope of Claims] 1. A method of operating a filtration treatment device for filtering raw water using a filter equipped with an element on which a precoat layer is formed, wherein the flow rate of raw water passing through the filter is such that the flow rate of the raw water passing through the filter causes the precoat layer to be formed on the element. 1. A method for operating a filtration device, characterized in that the flow rate of raw water passing through the filter is set to zero when the flow rate is less than a predetermined flow rate required to maintain the flow rate. 2. A filtration treatment device that filters raw water through a filter equipped with an element on which a precoat layer is formed, in addition to a main pump that supplies the raw water, the filter is installed in parallel with the filter, and the water passing through the filter is In the method for operating a filtration treatment apparatus equipped with an auxiliary pump that backs up the flow rate, when the main pump stops and the auxiliary pump performs backup operation, the discharge flow rate of the auxiliary pump increases when the precoat is applied to the element. 1. A method for operating a filtration device, characterized in that the flow rate of raw water passing through the filter is set to zero when the flow rate is less than a predetermined flow rate required to maintain the layer.
JP60281937A 1985-12-17 1985-12-17 Method for operating filter device Pending JPS62140612A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60281937A JPS62140612A (en) 1985-12-17 1985-12-17 Method for operating filter device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60281937A JPS62140612A (en) 1985-12-17 1985-12-17 Method for operating filter device

Publications (1)

Publication Number Publication Date
JPS62140612A true JPS62140612A (en) 1987-06-24

Family

ID=17646002

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60281937A Pending JPS62140612A (en) 1985-12-17 1985-12-17 Method for operating filter device

Country Status (1)

Country Link
JP (1) JPS62140612A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5573308A (en) * 1978-11-28 1980-06-03 Nippon Zeon Co Ltd Filterring method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5573308A (en) * 1978-11-28 1980-06-03 Nippon Zeon Co Ltd Filterring method

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