JPS62237916A - Method for backwashing filter - Google Patents

Method for backwashing filter

Info

Publication number
JPS62237916A
JPS62237916A JP7981586A JP7981586A JPS62237916A JP S62237916 A JPS62237916 A JP S62237916A JP 7981586 A JP7981586 A JP 7981586A JP 7981586 A JP7981586 A JP 7981586A JP S62237916 A JPS62237916 A JP S62237916A
Authority
JP
Japan
Prior art keywords
water
treated
chamber
treated water
backwashing
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
JP7981586A
Other languages
Japanese (ja)
Inventor
Masaaki Shishido
宍戸 正明
Shigeki Sawada
沢田 繁樹
Hiroyasu Hirukawa
比留川 弘叶
Hatsumi Kaneniwa
金庭 初美
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.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries 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 Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP7981586A priority Critical patent/JPS62237916A/en
Publication of JPS62237916A publication Critical patent/JPS62237916A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To effectively backwash with a small quantity of backwashing water by releasing pollutant by backwash of treating water and removing the released contaminated substance by water to be treated. CONSTITUTION:Filter treatment is carried out by actuating a circulating pump 6 and introducing water to be treated into a chamber 4 for water to be treated. In backwashing, the pump 6 is in operation and by raising up pressure in a treating water tank 15 more than pressure in the chamber 4 for water to be treated and backflowing treating water in the treating water tank 15 from a treating water chamber 5 into the chamber 4 for water to be treated, pollutant adhered to a filter medium 3 and piled up. Then, pollutant released from the filter medium 3 and contained in the chamber 4 for water to be treated in a state of suspension is discharged from a line 8 to outside a pressure vessel 2.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は濾過装置の逆洗方法に関するものである。詳し
くは少量の逆洗水により効果的に逆洗を行なうことが可
能とされた該装置の逆洗方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for backwashing a filtration device. More specifically, the present invention relates to a method for backwashing the apparatus, which enables effective backwashing with a small amount of backwash water.

〔従来の技術〕[Conventional technology]

耐圧容器内に濾材を挿入して被処理水室と処理水室とに
区画し、被処理水室に被処理水を導入し濾過を行なう装
置が古くから広く用いられている。
2. Description of the Related Art Apparatuses have been widely used for a long time, in which a filter medium is inserted into a pressure-resistant container to divide it into a water chamber to be treated and a chamber for treated water, and water to be treated is introduced into the chamber to perform filtration.

この濾材としては、多孔質セラミックや焼結金属或いは
有機膜などが用いられている。このような濾過装置にお
いては、濾過操作を継続することにより濁質が濾材表面
や内部に堆積し、濾1tll水量の低下や濾過差圧の上
昇などの性能低下を生じる。
Porous ceramics, sintered metals, organic membranes, and the like are used as the filter medium. In such a filtration device, by continuing the filtration operation, suspended matter accumulates on the surface and inside of the filter medium, resulting in performance deterioration such as a decrease in the amount of water per 1 tll of filtration and an increase in the filtration pressure difference.

また、濾過装置の一つとして平行流濾過装置が知られて
いる。この平行流濾過装置は、濾材の面方向と平行方向
に被処理水を流すものであり、濁質が濾材に付着しにく
いという特性を備えている。
Further, a parallel flow filtration device is known as one of the filtration devices. This parallel flow filtration device allows the water to be treated to flow in a direction parallel to the plane of the filter medium, and has the characteristic that suspended solids are less likely to adhere to the filter medium.

しかしながら、このような平行流濾過装置においても、
長期間濾過操作をm続すると、濁質が堆積し、上記と同
様の性能低下がもたらされる。
However, even in such a parallel flow filtration device,
If the filtration operation is continued for a long period of time, suspended solids will accumulate, resulting in the same performance deterioration as described above.

このような濁質の付着、堆積による性能低下が生じた場
合、被処理水の通水を停止し、次いで洗浄水を処理水室
側から被処理水質側に逆流させ濾材に付着、堆積した濁
質の剥離を行ない、剥離した濁質は洗浄水により糸外に
排出される。
If performance decreases due to adhesion or accumulation of turbidity, stop the flow of the water to be treated, and then flow the wash water back from the treated water chamber side to the water quality side to remove the turbidity that has adhered to and accumulated on the filter media. The suspended solids are removed and the suspended solids are discharged out of the thread using washing water.

このように、一般に、逆洗操作は濾材内又は濾材表面に
付着、堆積した濁質を剥離するプロセス、及び、剥離し
た濁質を容器外に排出するプロセスの2プロセスより成
り立っているとみることができる。
In this way, the backwashing operation can generally be considered to consist of two processes: a process of peeling off the suspended solids that have adhered or accumulated within the filter medium or the surface of the filter medium, and a process of discharging the peeled suspended solids to the outside of the container. I can do it.

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

上記従来の逆洗方式では次のような問題があった。 The conventional backwashing method described above has the following problems.

イ、濾材/から剥離された濁質を圧力容器j外に排出さ
せるためには、洗浄水、一般には濾過処理された処理水
を大量に逆流させる必要があり、濾過処理により得られ
た処理水の消費が極めて大きなものとなる。
B. In order to discharge the suspended solids separated from the filter media to the outside of the pressure vessel, it is necessary to backflow a large amount of washing water, generally treated water that has been filtered, and the treated water obtained through filtration must be consumption will be extremely large.

口、剥離された濁質は、濾材lを逆方向に透過する処理
水によって圧力容器外に搬出されるのであるが、この搬
出用の水の流量は、濾材の透過水流速の上限値以下の小
さな流速になるから、剥離された濁質の搬出が不充分と
なり易い。
The separated suspended solids are carried out of the pressure vessel by the treated water that passes through the filter medium in the opposite direction, but the flow rate of this water is below the upper limit of the flow rate of the permeated water through the filter medium. Since the flow velocity is low, the separated suspended solids tend to be insufficiently carried out.

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

この目的を達成するために、本発明の逆洗方法は、濁質
の剥離のみを処理水の逆流にて行ない、剥離された濁質
の搬出を被処理水にて行なうようにしたものである。
In order to achieve this objective, the backwashing method of the present invention is such that only the turbidity is removed by backflowing the treated water, and the separated turbidity is carried out by the treated water. .

〔作用〕[Effect]

本発明においては、濁質の剥離のみが処理水の逆流によ
り行なわれるから、処理水の逆流流量が少量で足り、処
理水の消費量が少量である。また、剥離された濁質は、
給液ポンプによって多量に導入される被処理水によって
圧力容器外に搬出されるので、濁質の排出も充分に行な
うことができる。
In the present invention, only the removal of suspended matter is performed by backflowing the treated water, so a small amount of backflow flow rate of the treated water is sufficient, and the consumption of the treated water is small. In addition, the exfoliated turbidity is
Since a large amount of water to be treated is introduced by the liquid supply pump and carried out of the pressure vessel, turbidity can be sufficiently discharged.

〔実施例〕〔Example〕

以下図面を参照して本発明の実施例について説明する。 Embodiments of the present invention will be described below with reference to the drawings.

第1図は本発明方法を実施するに好適な装置構成を示す
構成図である。
FIG. 1 is a block diagram showing an apparatus configuration suitable for carrying out the method of the present invention.

第1図において濾過装置本体1は、圧力容器2と、該圧
力容器2内を仕切るように設けられた濾材3とを備え、
被処理水室4と処理水室5とが区画形成されている。被
処理水室4には、循環ポンプ6を有する給液ライン7と
流量調整弁18を有する排液ライン8とが接続されてお
り、これらライン7.8はそれぞれ被処理水のタンクに
接続されている。
In FIG. 1, a filter main body 1 includes a pressure vessel 2 and a filter medium 3 provided to partition the inside of the pressure vessel 2,
A treated water chamber 4 and a treated water chamber 5 are partitioned. A liquid supply line 7 having a circulation pump 6 and a drain line 8 having a flow rate regulating valve 18 are connected to the water chamber 4 to be treated, and these lines 7.8 are each connected to a tank for the water to be treated. ing.

処理水室5には処理水の取出ライン9および16が接続
されており、取出ライン9には弁13、取出ライン16
には処理水を貯留しておくためのタンクI5が弁17を
介して設けられている。このタンク15は逆洗時に濾過
装置本体1へ洗浄水を供給するためのものであり、加圧
装置14が接続されている。
The treated water chamber 5 is connected to treated water take-out lines 9 and 16, and the take-out line 9 is connected to a valve 13 and the take-out line 16.
A tank I5 for storing treated water is provided through a valve 17. This tank 15 is for supplying wash water to the filter main body 1 during backwashing, and is connected to a pressurizing device 14.

かかる構成の濾過装置にいて、濾過処理を行なうときに
は循環ポンプ6を作動させ、被処理水室4に被処理水を
導入し、余剰の被処理水はライン8からタンクに戻して
平行流で濾過処理し、濾過水を処理水室5からライン9
にて取り出し、一部はライン16にてタンク15に貯留
する。
In a filtration device having such a configuration, when performing filtration processing, the circulation pump 6 is operated to introduce the water to be treated into the water chamber 4, and excess water to be treated is returned to the tank from the line 8 and filtered in parallel flow. The treated water is transferred from the treated water chamber 5 to the line 9.
A portion is taken out via line 16 and stored in tank 15.

所定時間この濾過処理を行なうことにより濾材3に濁質
が付着、堆積した場合、例えば次のようにして逆洗を行
なう。
If suspended matter adheres or accumulates on the filter medium 3 by performing this filtration process for a predetermined period of time, backwashing is performed, for example, as follows.

ポンプ6を作動させたままで、まず弁13を閉とする。First, the valve 13 is closed while the pump 6 remains in operation.

また、これと同時に、又は前後して処理水タンク15内
の圧力を高める。この場合、弁17は閉となっており、
被処理水室4内の圧力以上に該処理水タンク15内の圧
力を高める。
Moreover, at the same time or before and after this, the pressure inside the treated water tank 15 is increased. In this case, the valve 17 is closed,
The pressure in the treated water tank 15 is increased above the pressure in the treated water chamber 4.

次に弁17を開とする。そうすると処理水タンク15内
の処理水が処理水室5から被処理水室4に向けて逆流す
る。これによって、濾材3に付着、堆積した濁質が剥離
される。
Next, valve 17 is opened. Then, the treated water in the treated water tank 15 flows back from the treated water chamber 5 to the treated water chamber 4. As a result, suspended solids attached and deposited on the filter medium 3 are peeled off.

ポンプ6は定常の状態にて作動され、被処理水は連続的
にライン7から被処理水室4内に導入されているので、
濾材3から剥離され被処理水室4内に懸濁状態にて含ま
れている濁質はライン8から圧力容器2外に抜き出され
る。被処理水室4内の液が、被処理水によって搬送され
、充分にライン8を経て排出した後、弁13を開とする
ことによリ、通常の濾過処理操作に復帰することができ
る。
Since the pump 6 is operated in a steady state and the water to be treated is continuously introduced into the water chamber 4 from the line 7,
The suspended solids separated from the filter medium 3 and contained in a suspended state in the water chamber 4 to be treated are extracted from the pressure vessel 2 through a line 8. After the liquid in the water to be treated chamber 4 has been transported by the water to be treated and has been sufficiently discharged through the line 8, the normal filtration operation can be resumed by opening the valve 13.

なお、本実施例では、ライン9およびライン16がら処
理水を取出しているが、このラインを−っ例えばライン
9を加圧タンク15の後に設けても良いことは言うまで
もない。
In this embodiment, the treated water is taken out through the lines 9 and 16, but it goes without saying that these lines, for example, the line 9 may be provided after the pressurized tank 15.

しかして、上記手順によれば、処理水室5がら被処理水
室4に逆流する処理水量は、濁質が濾材3から剥離され
る量のみでよ(、極めて少量である。また、剥離された
濁質を圧力容器2外に排出するのはライン7から導入さ
れる被処理水であるから、充分な量の被処理水を被処理
水室4内に導入することにより剥離された濁質を容易か
つ迅速に容器2外に排出することができる。
According to the above procedure, the amount of treated water flowing back from the treated water chamber 5 to the water to be treated chamber 4 is only the amount of suspended matter that is peeled off from the filter medium 3 (which is a very small amount). Since it is the treated water introduced from the line 7 that discharges the suspended solids to the outside of the pressure vessel 2, the suspended solids separated by introducing a sufficient amount of the treated water into the treated water chamber 4 are removed. can be easily and quickly discharged from the container 2.

通常の濾過装置においては、弁17の開時間は5sec
程度が好ましく、処理水タンク]5内の加圧の程度は、
圧力計P4の指示圧p4が同P1の指示圧p1よりも約
0.5kg/cJ程度高いものとするのが好ましいが、
濾材の種類や濁質の性状等を勘案して適宜選定する。
In a normal filtration device, the opening time of the valve 17 is 5 seconds.
The degree of pressurization in the treated water tank] 5 is preferably
It is preferable that the indicated pressure p4 of the pressure gauge P4 is higher than the indicated pressure p1 of the pressure gauge P1 by about 0.5 kg/cJ,
Appropriate selection should be made taking into consideration the type of filter medium and the properties of suspended solids.

なお、本発明によって逆洗を行なう場合、ライン8に設
けである弁18の開度を定常の濾過運転時よりも大きく
し、被処理水室4内の圧力を下げておくことも効果的で
ある。このようにすれば、逆洗水の圧力を低くしても十
分な逆洗が行なえる。
In addition, when backwashing is performed according to the present invention, it is also effective to lower the pressure inside the water chamber 4 to be treated by opening the valve 18 provided in the line 8 to a larger degree than during normal filtration operation. be. In this way, sufficient backwashing can be performed even if the pressure of the backwash water is lowered.

さらに、本発明では、従来の逆洗方法を併用しても良い
Furthermore, in the present invention, conventional backwashing methods may be used in combination.

以下キャピラリー型の有機膜からなる濾材を用いた平行
流濾過装置における逆洗実施例及び比較例を説明する。
Examples and comparative examples of backwashing in a parallel flow filtration device using a filter medium made of a capillary type organic membrane will be described below.

濾過処理時の通水条件は次の通りである。Water flow conditions during filtration treatment are as follows.

処理水:Fe(OH)sの微粒子を1 g/lの割合で
含む液。
Treated water: A liquid containing fine particles of Fe(OH)s at a ratio of 1 g/l.

濾過工程での被処理水圧カニ2kg/cJ通水初期にお
ける濾過水量:14.7m’/m″・日実施例 濾過水流量が4.3 m’ / m”・日まで低下した
後、弁13を閉じると共に加圧手段14を作動させ、処
理水タンク15内の圧力を2.5kg/−まで高める。
Water pressure to be treated in the filtration process 2 kg/cJ Amount of filtrated water at the initial stage of water flow: 14.7 m'/m''-day Example After the filtrated water flow rate decreased to 4.3 m'/m''-day, the valve 13 At the same time, the pressurizing means 14 is activated to increase the pressure inside the treated water tank 15 to 2.5 kg/-.

次に弁17を5 secだけ開とし、処理水室5から被
処理水室4へ向けて処理水の逆流を行なう。剥離した濁
質は、被処理水に搬送されて容器2外へ排出された。
Next, the valve 17 is opened for 5 seconds to cause the treated water to flow backward from the treated water chamber 5 to the treated water chamber 4. The separated suspended solids were transported to the water to be treated and discharged to the outside of the container 2.

その結果、濾過水量は14.6m’/rn’・日まで回
復した。
As a result, the amount of filtrated water recovered to 14.6 m'/rn'·day.

比較例 上記逆洗方法の代りに、ポンプ6を停止した後逆洗圧力
2.5kg/ci、逆洗時間10秒にて濾材3の逆洗を
行なった。これにより透過水量は12.5m’/イ・日
まで回復した。
Comparative Example Instead of the above-mentioned backwashing method, after the pump 6 was stopped, the filter medium 3 was backwashed at a backwash pressure of 2.5 kg/ci and a backwash time of 10 seconds. As a result, the amount of permeated water was restored to 12.5 m'/day.

なお、実施例においては逆洗水量は膜面積1rr?当り
、51以下であるのに対し、比較例では3oβを要した
In addition, in the example, the amount of backwash water is 1rr of membrane area. In comparison, the comparative example required 3oβ.

上記実施例及び比較例から明らかなように、本発明によ
れば極めて少量の処理水を逆流させるだけで濾過水量を
著しく高い水準にまで回復させ得ることが明らかである
As is clear from the above Examples and Comparative Examples, it is clear that according to the present invention, the amount of filtrate can be restored to a significantly high level by simply backflowing a very small amount of treated water.

〔発明の効果〕〔Effect of the invention〕

以上詳述した通り、本発明の逆洗方法によれば、逆洗に
消費する処理水の量が極めて少量で足り、処理水消費の
無駄がない。更に、剥離した濁質の排出が定常に通水さ
れている被処理水によって行なわれるから、極めて短時
間にて効率良く濁質排出をなすことができる。
As detailed above, according to the backwashing method of the present invention, only a very small amount of treated water is consumed for backwashing, and there is no waste in consumption of treated water. Furthermore, since the separated suspended solids are discharged using the water to be treated that is constantly being passed through, the suspended solids can be efficiently discharged in an extremely short period of time.

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

第1図は本発明方法を実施するに好適な装置の構成図で
ある。 ■・・・濾過装置本体、   2・・・圧力容器、3・
・・濾材、       4・・・処理水室、5・・・
処理水室、     6・・・ポンプ、7・・・給液ラ
イン、     8・・・排液ライン、9・・・処理水
取出ライン、 14・・・加圧手段、15・・・処理タ
ンク、    13.14.17.18・・・弁。
FIG. 1 is a block diagram of an apparatus suitable for carrying out the method of the present invention. ■...filtration device body, 2...pressure vessel, 3...
...filter medium, 4...treated water chamber, 5...
Treated water chamber, 6... Pump, 7... Liquid supply line, 8... Drainage line, 9... Treated water take-out line, 14... Pressurizing means, 15... Processing tank, 13.14.17.18... Valve.

Claims (2)

【特許請求の範囲】[Claims] (1)耐圧容器内に濾材を挿入して被処理水室と処理水
室とに区画し、被処理水室には給液ポンプを有する給液
ラインと廃液ラインとを接続すると共に、処理水室には
処理水取出ラインと、加圧手段付の洗浄水タンクとを接
続してある濾過装置において、 該濾過装置の逆洗を行なうに際し、給液ラインに設けた
給液ポンプを停止することなく被処理水を通水したまま
の状態で、前記洗浄水タンクで被処理水以上に加圧した
洗浄水を処理水室に供給することにより逆洗することを
特徴とする濾過装置の逆洗方法。
(1) A filter material is inserted into a pressure-resistant container to divide it into a treated water chamber and a treated water chamber, and the treated water chamber is connected to a liquid supply line with a liquid supply pump and a waste liquid line, and the treated water When backwashing a filtration device in which a treated water take-out line and a wash water tank equipped with pressurizing means are connected to the chamber, the liquid supply pump installed in the liquid supply line must be stopped. backwashing of a filtration device, characterized in that backwashing is performed by supplying wash water pressurized to a level higher than that of the water to be treated in the wash water tank to the treated water chamber while the water to be treated continues to flow through the water; Method.
(2)前記濾過装置は平行流濾過装置であることを特徴
とする特許請求の範囲第1項に記載の濾過装置の逆洗方
法。
(2) The method for backwashing a filtration device according to claim 1, wherein the filtration device is a parallel flow filtration device.
JP7981586A 1986-04-07 1986-04-07 Method for backwashing filter Pending JPS62237916A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7981586A JPS62237916A (en) 1986-04-07 1986-04-07 Method for backwashing filter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7981586A JPS62237916A (en) 1986-04-07 1986-04-07 Method for backwashing filter

Publications (1)

Publication Number Publication Date
JPS62237916A true JPS62237916A (en) 1987-10-17

Family

ID=13700696

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7981586A Pending JPS62237916A (en) 1986-04-07 1986-04-07 Method for backwashing filter

Country Status (1)

Country Link
JP (1) JPS62237916A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997006872A1 (en) * 1995-08-19 1997-02-27 John Michael Hart Liquid filter
JP2015073933A (en) * 2013-10-08 2015-04-20 メタウォーター株式会社 Filtration apparatus

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS471503U (en) * 1971-01-19 1972-08-17
JPS60183018A (en) * 1984-03-01 1985-09-18 Toshiba Corp Specimen water filtering apparatus for water quality measuring instrument

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS471503U (en) * 1971-01-19 1972-08-17
JPS60183018A (en) * 1984-03-01 1985-09-18 Toshiba Corp Specimen water filtering apparatus for water quality measuring instrument

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997006872A1 (en) * 1995-08-19 1997-02-27 John Michael Hart Liquid filter
US6132626A (en) * 1995-08-19 2000-10-17 Maguire Boss Liquid filter
JP2015073933A (en) * 2013-10-08 2015-04-20 メタウォーター株式会社 Filtration apparatus

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