JPH05131103A - Filter device - Google Patents
Filter deviceInfo
- Publication number
- JPH05131103A JPH05131103A JP32155591A JP32155591A JPH05131103A JP H05131103 A JPH05131103 A JP H05131103A JP 32155591 A JP32155591 A JP 32155591A JP 32155591 A JP32155591 A JP 32155591A JP H05131103 A JPH05131103 A JP H05131103A
- Authority
- JP
- Japan
- Prior art keywords
- water
- air
- filter
- filtration
- 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.)
- Pending
Links
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、濾過槽内に下向流又
は上向流で原水を通水して濾過を行う濾過装置に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a filtration device for filtering raw water in a filtration tank by passing the raw water downward or upward.
【0002】[0002]
【従来の技術】濾過装置の1段、又は上下方向に多段の
濾層を、粒度が砂より大で、比重も軽いアンスラサイト
などで構成した場合、濾過槽の空隙は約70%程度で、
濾過時に水が流れる流路が少ないと共に、濾過により濾
層に捕捉された濁質成分は流路の近辺に沈積し、水の流
速で押し流されて濾過処理水に混入し、処理水の水質を
悪化させる。このため、原水を濾層に通水する流速には
限度があり、通水線速度は10m/Hr程度である。2. Description of the Related Art When a single filtration layer of a filtration device, or a multi-layered filtration layer in the vertical direction, is composed of anthracite having a particle size larger than that of sand and a low specific gravity, the porosity of the filtration tank is about 70%.
There are few channels through which water flows during filtration, and the turbidity components trapped in the filter layer by filtration are deposited in the vicinity of the channels and are swept away at the flow rate of water and mixed into the filtered treated water to improve the quality of the treated water. make worse. Therefore, there is a limit to the flow velocity of raw water through the filter bed, and the linear velocity of water flow is about 10 m / Hr.
【0003】この点に鑑み、近時、原水を高流速で通水
可能なほゞ球状の繊維製塊状濾材を用いた濾過装置が公
知である。この繊維製塊状濾材は繊維間に90%以上の
空隙率を有するため通水線速度が20〜80m/Hrの
高流速の濾過処理が可能である。In view of this point, recently, there has been known a filtering device using a substantially spherical fibrous filter material capable of passing raw water at a high flow rate. Since this fibrous block material has a porosity of 90% or more between the fibers, it can be filtered at a high flow rate with a water flow linear velocity of 20 to 80 m / Hr.
【0004】[0004]
【発明が解決しようとする課題】この繊維製塊状濾材で
高流速の濾過処理を行うと繊維間に捕捉した濁質成分の
蓄積により空隙率が低下するので、この濁質成分の除去
を有効に行わねばならない。濁質成分の除去には通常の
濾材と同様に空気と、水による逆洗が有効であるが、空
気で逆洗する際、繊維製塊状濾材は上向流する空気の流
れと同一方向に上昇して浮遊し、捕捉された濁質成分を
繊維から剥離するための空気の剪断力は弱められる。こ
のため、砂などの濾材を逆洗する場合は上向流する空気
の流速は60m/Hrであればよいのに、繊維製塊状濾
材の逆洗には上向流する空気の流速は200m/Hrに
しなければならず、多量の空気を必要とするので、この
ための機械設備が濾過装置の中に占めるコストは非常に
大になる。When a filtration treatment at a high flow rate is carried out with this lumpy filter medium made of fibers, the porosity decreases due to the accumulation of suspended components trapped between the fibers, so that removal of this suspended component is effective. Must be done. Backwashing with air and water is effective for removing turbidity components as with ordinary filter media, but when backwashing with air, the fibrous lump filter media rises in the same direction as the upward flow of air. Then, the shearing force of the air for separating the suspended turbidity components trapped in the fibers from the fibers is weakened. Therefore, when backwashing a filter medium such as sand, the upward flow rate of air may be 60 m / Hr, while for backwashing a fibrous lump filter medium, the upward flow rate of air is 200 m / Hr. Since it has to be Hr and requires a large amount of air, the cost of the mechanical equipment for this in the filtration device becomes very large.
【0005】[0005]
【課題を解決するための手段】本発明は、上記に鑑み開
発されたのであって、繊維からなる塊状濾材の複数個を
間隔を保って線状連結具で連結することにより濾過素子
とし、この濾過素子の複数を、夫々一端で濾過槽内に取
付け、逆洗流体を濾過素子の取付け側から供給するよう
にしたのである。SUMMARY OF THE INVENTION The present invention has been developed in view of the above, and a plurality of block-shaped filter media made of fibers are connected to each other with a linear connector at intervals to form a filter element. A plurality of filter elements are mounted in the filter tank at one end, and the backwashing fluid is supplied from the mounting side of the filter element.
【0006】[0006]
【実施例】図示の実施例において、1は濾過槽、2は濾
層を構成するための濾過素子である。濾過素子2は、ア
クリル、アクリルニトリル、ポリエステル、ポリアミ
ド、塩化ビニリデン等の繊維からなる直径20〜100
mmの球状の塊状濾材3の複数個を、所定の間隔を保っ
て糸、紐などの線状連結具4で連結して構成してある。
この線状連結具4は塊状濾材3と同材質の薹(とう)状
繊維や、ナイロン、テトロン等の釣糸、極細のステンレ
スワイヤー等である。線状連結具4による塊状濾材3の
連結間隔は、塊状濾材の中心間で、塊状濾材の直径Lに
対し1L〜10L程度とし、その間隔は一定であっても
よいが、逆洗時、槽内液中で立ち昇る際に下端から上端
に向かって間隔が漸増しても、漸減してもよい。又、線
状連結具4と塊状濾材3の連結は溶着、接着、結び付け
等任意である。濾過素子2の全長は、逆洗に際し濾過槽
内の水を一部を外に排水して水位を下げ、液中で濾過素
子を立ち昇らせたときに、上端の塊状濾材が水位と同レ
ベルになるか、或いはその水位よりも少し下に位置する
ように定める。EXAMPLE In the illustrated example, 1 is a filter tank, and 2 is a filter element for forming a filter layer. The filter element 2 is made of fibers such as acrylic, acrylonitrile, polyester, polyamide, and vinylidene chloride and has a diameter of 20 to 100.
A plurality of spherical massive filter media 3 having a diameter of mm are connected by a linear connecting tool 4 such as a thread or a string at a predetermined interval.
The linear connecting member 4 is a bobbin-like fiber made of the same material as the lump filter medium 3, a fishing line such as nylon or tetron, and an ultrafine stainless wire. The connecting interval of the lump filter media 3 by the linear connecting tool 4 is about 1 L to 10 L with respect to the diameter L of the lump filter media between the centers of the lump filter media, and the interval may be constant, but when backwashing, a tank is used. When rising in the internal liquid, the interval may gradually increase or decrease from the lower end to the upper end. Further, the connection between the linear connecting tool 4 and the block-shaped filter medium 3 may be any method such as welding, adhesion, and tying. The total length of the filter element 2 is such that, when backwashing, part of the water in the filter tank is drained out to lower the water level, and when the filter element rises in the liquid, the bulky filter medium at the upper end is at the same level as the water level. Or it should be positioned slightly below the water level.
【0007】濾過槽1に原水を下向流で通水して濾過処
理を行う際は、多数本の濾過素子2の一本宛の下端を下
部集水板5に繋いでとめる。濾過素子2を何本使用する
かは、濾過槽1の断面積、原水の下向流流速等に応じて
適切に定める。給水管6で原水を濾過槽1内に給水する
と、槽内を下向流する原水の水勢で各濾過素子の線状連
結具は撓み、繊維製塊状濾材は下部集水板5上に押付け
られて下部集水板の全面の上にほゞ均一に積み重なって
濾層を構成し、塊状濾材の繊維間の空隙に原水中のSS
を捕捉し、濾過処理水は槽底の取出管7から排水され
る。この濾過作用は繊維製塊状濾材を使用した従来と同
じで、濾材は繊維間に高空隙率を有するので、原水の下
向流通水線速度が20〜80m/Hrの高流速の濾過処
理が可能である。When the raw water is passed through the filter tank 1 in a downward flow to perform the filtering process, the lower end of one of the plurality of filter elements 2 is connected to the lower water collecting plate 5. The number of filtration elements 2 to be used is appropriately determined according to the cross-sectional area of the filtration tank 1, the downward flow velocity of raw water, and the like. When the raw water is fed into the filtration tank 1 through the water supply pipe 6, the linear connecting member of each filter element is bent by the water force of the raw water flowing downward in the tank, and the fibrous lump filter medium is pressed onto the lower water collecting plate 5. On the entire surface of the lower water collecting plate to form a filter layer by being almost evenly stacked, and the SS in the raw water is placed in the voids between the fibers of the block filter material.
And the filtered water is discharged from the take-out pipe 7 at the bottom of the tank. This filtering action is the same as the conventional one using a fiber-shaped block filter medium, and since the filter medium has a high porosity between the fibers, it is possible to perform a filtration process at a high flow rate with a downward flowing water linear velocity of raw water of 20 to 80 m / Hr. Is.
【0008】濾過処理を行い、損失水頭が上昇したら、
或いは一定の濾過処理時間が経過したら定期的に、空気
逆洗と、水逆洗とを行い塊状濾材が繊維間に捕捉した濁
質成分を除去し、再生する。それには給水管6、取出管
7を停め、ドレン管8から槽内の水の一部を抜き、それ
から槽内の底に配設した散気装置9に圧搾空気を供給す
る。これにより散気装置9からは槽内に気泡が均一に噴
出し、気泡の浮力で濾過素子2は一本宛、繋ぎとめられ
た下部集水板5から水中を立ち昇り、各濾過素子の上端
の塊状濾材は槽内の水面付近に、それよりも下に連結さ
れた塊状濾材は水面下に位置し、それ以上は上に移動し
ない。従って、散気装置9から噴出し、槽内水中を上向
する気泡は各濾過素子の塊状濾材に接触しながら水面に
浮上して行き、塊状濾材の繊維間に捕捉された濁質成分
は気泡が塊状濾材と接触するときの剪断力を充分に受け
て繊維から剥離され、気泡と一緒に水面に浮上する。こ
れにより、散気装置9に供給する空気量が少なくても、
空気の剪断力を有効に利用し、繊維製塊状濾材が繊維間
に捕捉した濁質成分を効果的に剥離することができる。[0008] When the head loss is raised after the filtration treatment,
Alternatively, after a certain filtering treatment time has elapsed, backwashing with air and backwashing with water are regularly performed to remove turbid components captured between the fibers by the block filter medium and regenerate. For this purpose, the water supply pipe 6 and the withdrawal pipe 7 are stopped, part of the water in the tank is drained from the drain pipe 8, and then compressed air is supplied to the air diffuser 9 arranged at the bottom of the tank. As a result, air bubbles are uniformly ejected from the air diffuser 9 into the tank, and the buoyancy of the air bubbles causes the filtration element 2 to be directed to one and rises in the water from the connected lower water collecting plate 5 to the upper end of each filtration element. The lumpy filter medium of is located near the water surface in the tank, and the lumpy filter medium connected below the water surface is located below the water surface, and does not move upward. Therefore, the bubbles ejected from the air diffuser 9 and directed upward into the water in the tank float up to the surface of the water while contacting the agglomerate filter media of each filter element, and the turbid components trapped between the fibers of the agglomerate filter media form bubbles. Undergoes sufficient shearing force when coming into contact with the lump filter medium, is separated from the fibers, and floats on the water surface together with air bubbles. As a result, even if the amount of air supplied to the air diffuser 9 is small,
By effectively utilizing the shearing force of air, it is possible to effectively separate the suspended component captured by the fibrous bulky filter medium between the fibers.
【0009】空気逆洗を行ったら、次に槽底の散水装置
10に洗浄水を供給し、槽内を上向流する洗浄水で各濾
過素子を水中に立ち昇った状態に維持すると共に、塊状
繊維3に接触させて付着する濁質成分を剥離すると共
に、槽内水中の濁質成分を洗浄水排水管11から槽外に
押し出す。こうして洗浄工程を終ったら、元の水位にま
で水を補給して暫時、静置後、濾過工程を再開する。
尚、この空気逆洗と、水逆洗は同時に行ってもよい。After backwashing with air, next, washing water is supplied to the sprinkler 10 at the bottom of the tank, and each of the filter elements is maintained in a state of rising in the water by the washing water flowing upward in the tank. The turbid component adhered by contacting the lump fibers 3 is peeled off, and the turbid component in the water in the tank is pushed out of the wash water drain pipe 11 to the outside of the tank. When the washing step is completed in this way, water is replenished to the original water level, and after standing for a while, the filtration step is restarted.
The air backwash and the water backwash may be performed at the same time.
【0010】直径20cm、高さ1mの実験濾過槽中に
塩化ビニリデン繊維製の直径3cmの塊状濾材300個
をバラバラに入れた場合(A)と、同じ濾材を6個、直
径1mmのテトロン糸によって10cm間隔で連結した
全長78cmの、50本の濾過素子の下端を、直径5m
mの孔が150個開設された下部集水板に繋いだ場合
(B)とで洗浄効果を比較試験した。下水の活性汚泥処
理水(SS約20ppm)を1.2m3 /Hrの流速
で、濾過槽内に下向流で通水し、5時間濾過工程後に下
記条件で洗浄工程を行った。 (A) (B) 全停止 10分間 同 左 水抜き 5分間 同 左(水位を60cmに下げる) 空気逆洗 7Nm3 /Hr×15分間 4Nm3 /Hr×15分間 水逆洗 0.9m3 /Hr×20分間 同 左 上記濾過工程と、洗浄工程の試験を30回行った結果
は、図2に示す通りであって、濾過開始時の差圧が
(B)にくらべて(A)が安定していることは、(A)
によれば(B)よりも少ない洗浄空気量で繊維製塊状濾
材が捕捉した濁質成分を剥離していることを示すのであ
る。[0010] When 300 pieces of bulky filter media made of vinylidene chloride fiber and having a diameter of 3 cm are separately put into an experimental filtration tank having a diameter of 20 cm and a height of 1 m (A), the same filter media is used, and the same filter media is used with a tetron thread of 1 mm in diameter The lower end of 50 filtration elements with a total length of 78 cm connected at intervals of 10 cm has a diameter of 5 m.
The cleaning effect was compared and compared with the case (B) in which 150 m holes were connected to the lower water collecting plate. Sewage activated sludge treated water (SS about 20 ppm) was passed through the filter tank in a downward flow at a flow rate of 1.2 m 3 / Hr, and a washing process was performed under the following conditions after the filtration process for 5 hours. (A) (B) total (lowering the water level to 60cm) stop 10 minutes the left draining for 5 minutes the left air backwash 7Nm 3 / Hr × 15 minutes 4Nm 3 / Hr × 15 minutes Mizugyakuarai 0.9 m 3 / Hr × 20 minutes Same as on the left The results of 30 times of the tests of the above-mentioned filtration step and washing step are as shown in FIG. 2, and the differential pressure at the start of filtration is stable in (A) compared to (B). What you are doing is (A)
According to the method, the turbid component captured by the fibrous bulky filter medium is peeled off with a smaller amount of washing air than in (B).
【0011】上記の説明は、各濾過素子の下端を下部集
水板に繋ぎ、濾過槽内に原水を下向流に通水した場合の
ものであるが、濾過槽内に原水を上向流で通水する上向
流濾過の場合は、各濾過素子の一端を上部集水板に取付
ける。この場合、原水の通水を停止すると各濾過素子は
重力により上部集水板から垂れ下がる。従って、逆洗水
は槽内上部から通水し、空気は槽内に下部から供給する
ことで濾過及び洗浄において同じ効果を得ることができ
る。The above description is for the case where the lower end of each filter element is connected to the lower water collecting plate and the raw water is passed through the filter tank in a downward flow. In the case of upward flow filtration in which water is passed through, one end of each filter element is attached to the upper water collecting plate. In this case, when the flow of raw water is stopped, each filter element hangs down from the upper water collecting plate due to gravity. Therefore, by supplying the backwash water from the upper part in the tank and supplying the air from the lower part into the tank, the same effect can be obtained in filtration and cleaning.
【0012】[0012]
【発明の効果】本発明によれば、逆洗流体を濾過素子取
付側から供給し、各濾過素子に連結された繊維製塊状濾
材を水中に係留するので逆洗用の空気や洗浄水の剪断力
を有効に塊状濾材に作用させ、繊維間に捕捉された濁質
成分を剥離することができる。従って、少ない空気量で
濁質成分の剥離が行えるため、空気供給用設備のコスト
は低く済ませられる。According to the present invention, the backwashing fluid is supplied from the filter element mounting side, and the fibrous bulky filter medium connected to each filter element is moored in water, so that the backwashing air or wash water is sheared. The force can be effectively applied to the bulk filter medium to separate the suspended components trapped between the fibers. Therefore, the suspended components can be removed with a small amount of air, and the cost of the air supply facility can be kept low.
【図1】本発明の装置による空気逆洗時の状態の説明図
である。FIG. 1 is an explanatory view of a state during backwashing with air by the apparatus of the present invention.
【図2】本発明の装置と、従来装置とによる通水開始時
の差圧を示す比較実験結果のグラフである。FIG. 2 is a graph of comparative experiment results showing a pressure difference at the start of water flow between the device of the present invention and a conventional device.
1 濾過槽 2 濾過素子 3 繊維製塊状濾材 4 線状連結具 5 下部集水板 6 原水の供給管 7 処理水の取出管 8 ドレン管 9 散気装置 10 散水装置 11 洗浄水排水管 1 Filtration tank 2 Filtration element 3 Fiber block material 4 Linear connection tool 5 Lower water collecting plate 6 Raw water supply pipe 7 Treated water extraction pipe 8 Drain pipe 9 Air diffuser 10 Water sprinkler 11 Wash water drain pipe
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 7112−4D B01D 29/38 C ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 5 Identification code Office reference number FI technical display location 7112-4D B01D 29/38 C
Claims (1)
保って線状連結具で連結することにより濾過素子とし、
この濾過素子の複数を、夫々一端で濾過槽内に取付け、
逆洗流体を濾過素子の取付け側から供給するようにした
ことを特徴とする濾過装置。1. A filter element comprising a plurality of block-shaped filter media made of fibers, which are connected to each other with a linear connector at a distance.
A plurality of these filtration elements are installed in the filtration tank at one end,
A filtering device characterized in that the backwashing fluid is supplied from the mounting side of the filtering element.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32155591A JPH05131103A (en) | 1991-11-11 | 1991-11-11 | Filter device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32155591A JPH05131103A (en) | 1991-11-11 | 1991-11-11 | Filter device |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH05131103A true JPH05131103A (en) | 1993-05-28 |
Family
ID=18133875
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP32155591A Pending JPH05131103A (en) | 1991-11-11 | 1991-11-11 | Filter device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH05131103A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20000076685A (en) * | 1999-02-19 | 2000-12-26 | 미셀 달사세 | Sheet of filtration, separation or reaction elements, a module comprising such a sheet, and methods for producing the sheet and module |
WO2010013596A1 (en) * | 2008-07-31 | 2010-02-04 | 株式会社 ブンリ | Filtering device |
JP2014079692A (en) * | 2012-10-16 | 2014-05-08 | Japan Organo Co Ltd | Backwash method of long fiber filtration device |
JP6325746B1 (en) * | 2017-02-22 | 2018-05-16 | 協和機電工業株式会社 | Filtration device |
-
1991
- 1991-11-11 JP JP32155591A patent/JPH05131103A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20000076685A (en) * | 1999-02-19 | 2000-12-26 | 미셀 달사세 | Sheet of filtration, separation or reaction elements, a module comprising such a sheet, and methods for producing the sheet and module |
WO2010013596A1 (en) * | 2008-07-31 | 2010-02-04 | 株式会社 ブンリ | Filtering device |
JP2014079692A (en) * | 2012-10-16 | 2014-05-08 | Japan Organo Co Ltd | Backwash method of long fiber filtration device |
JP6325746B1 (en) * | 2017-02-22 | 2018-05-16 | 協和機電工業株式会社 | Filtration device |
WO2018154666A1 (en) * | 2017-02-22 | 2018-08-30 | 協和機電工業株式会社 | Filtration device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5750041A (en) | Method for backwashing water processing systems | |
JP4922763B2 (en) | Liquid filtration apparatus and method with super-floating filtration particles | |
US4102786A (en) | Method for cleaning of filter device | |
US2879891A (en) | Filtering apparatus and method of operating same | |
EP0383788A1 (en) | Method and apparatus for filtering contaminants. | |
US4515691A (en) | Filtration apparatus | |
JPH0318483B2 (en) | ||
US4547296A (en) | Heel recovery filtration process and apparatus | |
JP5319592B2 (en) | Suspended water filtration method and filtration apparatus | |
JPH05131103A (en) | Filter device | |
JP2599538B2 (en) | Inclined plate type sedimentation tank and method for preventing clogging thereof | |
JP2799376B2 (en) | High-speed filter | |
JP3365183B2 (en) | Filtration device and cleaning method thereof | |
JP2003220305A (en) | Mobile filter bed-type filter | |
JP3633858B2 (en) | Filtration device | |
JP4529117B2 (en) | Filtration method | |
JP3109644B2 (en) | How to wash and regenerate filter media | |
JP2000005517A (en) | Washing method of long filament filter | |
JP2002239308A (en) | Filter apparatus using floating filter medium and water treatment method | |
JPH02191511A (en) | Filter and its back-washing method | |
AU696307B2 (en) | Method for backwashing water processing systems | |
JPH07313809A (en) | Filter device | |
JPH10305204A (en) | Cleaning method of fiber filter material | |
JP2003299908A (en) | Descending flow filter apparatus and descending flow filter method | |
JP2000061210A (en) | Pressure type upward stream filter and filtering treatment using the same |