JPH10235106A - Filtration device - Google Patents

Filtration device

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Publication number
JPH10235106A
JPH10235106A JP9057198A JP5719897A JPH10235106A JP H10235106 A JPH10235106 A JP H10235106A JP 9057198 A JP9057198 A JP 9057198A JP 5719897 A JP5719897 A JP 5719897A JP H10235106 A JPH10235106 A JP H10235106A
Authority
JP
Japan
Prior art keywords
filter medium
water
plate
filtration
filtration tower
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
JP9057198A
Other languages
Japanese (ja)
Inventor
Takeshi Nakamura
中村  剛
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.)
Unitika Ltd
Original Assignee
Unitika 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 Unitika Ltd filed Critical Unitika Ltd
Priority to JP9057198A priority Critical patent/JPH10235106A/en
Publication of JPH10235106A publication Critical patent/JPH10235106A/en
Pending legal-status Critical Current

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  • Filtration Of Liquid (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent water containing a suspended substance from passing through gap between a filer medium and the wall face of a filtration tower by providing an annular weir plate on a filter medium layer side near the outer peripheral edge without a drainage hole of a drainage plate, in a filtration tower which contains the filter medium, supported by the drainage plate fitted on a treated water drainage side, and installing a plate inclined into a water current direction, in an annular shape, on the inner lateral wall of the filtration tower. SOLUTION: A drainage plate 3 holding sand and a filter medium such as a fiber filter medium on the top is arranged in a filtration tower 1 capable of filtering water at a high speed, and an untreated water 2 is run through the filter medium to capture and remove a suspended substance in the untreated water 2 and thereby, a high-quality treated water 5 is obtained. The part near the outer peripheral edge of the substance player 3 has no drainage hole, and a weir plate 6 is erected upright, in an annular shape, on the filter medium layer side. Further, a flowing water 8 flowing down the inner wall face of the filtration tower 1 overflows the weir plate 6, passing through the filter medium and runs through the drainage plate 3. On the inner lateral wall face of the filtration tower 1, an inclined plate 7 which tilts into a water flow direction is arranged in an annular shape to prevent the flowing water 8 from flowing down along the inner wall face of the dilatation tower 1. Thus it is possible to prevent the suspended substance from leaking from a gap between the filter medium layer and the wall face of the filtration tower 1, even when the filtration takes plate at a high speed and thereby, realize filtration process with a high filtrating efficiency.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、水中の懸濁物質を
分離除去するために使用するろ過装置に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a filtration device used for separating and removing suspended substances in water.

【0002】[0002]

【従来の技術】水中の懸濁物質を分離除去する水処理技
術として、ろ過操作は従来から広く使用されている。例
えば、上水処理の分野では、微細な懸濁物質を含む原水
を凝集剤によって処理して懸濁物質を凝集させ、分離し
やすくしてからろ過分離する急速ろ過と称する方式を採
用しており、このろ過には、砂層の上に破砕無煙炭層を
形成したろ材を使用して、通水速度5〜7m/時でろ過
する二層ろ過を行うのが一般的である。
2. Description of the Related Art Filtration has been widely used as a water treatment technique for separating and removing suspended substances in water. For example, in the field of clean water treatment, a method called rapid filtration is employed, in which raw water containing fine suspended substances is treated with a flocculant to aggregate the suspended substances, facilitate separation, and then separate by filtration. For this filtration, a two-layer filtration is generally carried out using a filter medium in which a crushed anthracite layer is formed on a sand layer at a flow rate of 5 to 7 m / hour.

【0003】また、下水処理の分野では、活性汚泥処理
水のような比較的懸濁物質の粒径が大きく、しかも懸濁
物質の濃度も高い排水をろ過の対象とすることが多く、
ろ過の前に凝集処理を行うのは特殊な場合に限られる。
このろ過に使用するろ材としては、上水処理と同様に、
砂と破砕無煙炭を使用することが多く、通水速度は4〜
25m/時の高速で通水する方式が一般に採用され、下
水処理ではこの方式を急速ろ過と称されている。ろ過装
置の形式は、ろ過圧の確保方法によって、重力式と圧力
式、ろ過方向によって、下向流と上向流に大きく分けら
れる。
[0003] In the field of sewage treatment, wastewater having a relatively large particle diameter and a high concentration of suspended substances such as activated sludge treated water is often subjected to filtration.
Coagulation before filtration is limited to special cases.
As the filter media used for this filtration, similar to the water treatment,
Sand and crushed anthracite are often used, and the water flow rate is 4 ~
A method of passing water at a high speed of 25 m / hour is generally adopted, and in sewage treatment, this method is called rapid filtration. The type of filtration device is roughly classified into a downward flow and an upward flow depending on the method of securing the filtration pressure, depending on the gravity type and the pressure type, and on the filtration direction.

【0004】なお、近年、砂、無煙炭に代わるろ材とし
て、発泡ポリスチレン樹脂製の浮上性ろ材、アクリル系
長繊維ろ材、ポリエステル系偏平楕円形繊維ろ材、ポリ
塩化ビニリデン球形繊維ろ材、下水汚泥焼却灰を造粒・
焼成した軽量細粒ろ材が開発されており、25m/時以
上のろ過速度が可能となっている。特開平4ー0274
95号公報、特開平6ー292808号公報には、ポリ
エステル系繊維ろ材を利用した超高速ろ過装置が記載さ
れている。
[0004] In recent years, as a filter medium replacing sand and anthracite, a floatable filter medium made of expanded polystyrene resin, an acrylic long fiber filter medium, a polyester flat elliptic fiber filter medium, a polyvinylidene chloride spherical fiber filter medium, and a sewage sludge incineration ash. Granulation /
A fired lightweight fine-grained filter medium has been developed, and a filtration speed of 25 m / hour or more is possible. JP-A-4-0274
No. 95 and JP-A-6-292808 describe an ultra-high-speed filtration device using a polyester fiber filter medium.

【0005】[0005]

【発明が解決しようとする課題】この高速なろ過が可能
な繊維ろ材は、空隙率が95%程度であり、砂や無煙炭
に比較して、ろ過抵抗が非常に小さい。しかしながら、
通水速度が25m/時以上の高速となると、ろ層損失水
頭は20cm以上を示し、また懸濁物質のろ材内への蓄
積と共に、損失水頭も上昇する。なお、繊維ろ材の成形
方法によっては、より微細な懸濁物質を捕捉することが
可能なろ材も成形可能であるが、この場合、ろ層損失水
頭が上昇するため、例えばろ過塔の上端を密閉し、圧力
下で下向流で通水する圧力式を採用することが多い。
The fiber filter medium capable of high-speed filtration has a porosity of about 95%, and has a very low filtration resistance as compared with sand or anthracite. However,
When the water passing speed is 25 m / h or more, the head loss of the filter layer is 20 cm or more, and the head loss increases as the suspended solids accumulate in the filter medium. Depending on the method of forming the fiber filter medium, a filter medium capable of capturing finer suspended substances can also be formed.However, in this case, the head of the filter layer rises. However, a pressure type in which water flows in a downward flow under pressure is often used.

【0006】前記繊維ろ材をろ過塔内に層高100cm
となるように充填し、圧力式で通水する場合、ろ層損失
水頭は200cmにも達し、ろ過塔内での流路は、抵抗
の大きいろ材層中を回避し、より抵抗の小さいろ材とろ
過塔壁面の間隙を通過し易くなる。その結果、懸濁物質
の一部はろ材中に捕捉されることなく排水口に達し、良
質の処理水が得られないという問題点があった。
[0006] The above-mentioned fiber filter medium is placed in a filtration tower at a bed height of 100 cm.
When filled with water and passed through a pressure system, the head loss of the filter layer reaches as much as 200 cm, and the flow path in the filtration tower avoids the filter medium layer with high resistance, and the filter medium with lower resistance It is easy to pass through the gap on the wall of the filtration tower. As a result, there is a problem that a part of the suspended matter reaches the drainage port without being trapped in the filter medium, and high-quality treated water cannot be obtained.

【0007】本発明は、かかる問題点を解決し、懸濁物
質を含有する水がろ材とろ過塔壁面の間隙を通過するこ
とを防止して良質の処理水を得ることのできるろ過装置
を提供することを目的とするものである。
The present invention solves the above problems and provides a filtration apparatus capable of preventing water containing suspended substances from passing through a gap between a filter medium and the wall of a filtration tower to obtain high quality treated water. It is intended to do so.

【0008】[0008]

【課題を解決するための手段】本発明のろ過装置は、上
記目的を達成するために、ろ材を処理水排出側に配装し
た通水板にて保持せしめて収容するろ過塔における前記
通水板の通水孔がない外周縁近傍のろ材層側には、環状
に堰板が配装されており、かつろ過塔内側壁には、水流
方向に傾斜した傾斜板が環状に配装されていることを特
徴とするものである。
In order to achieve the above object, the present invention provides a filtration apparatus in which a filter medium is held by a water flow plate disposed on a treated water discharge side and accommodated therein. On the filter medium layer side near the outer peripheral edge where there is no water hole of the plate, a weir plate is disposed annularly, and on the inner wall of the filtration tower, an inclined plate inclined in the water flow direction is disposed annularly. It is characterized by having.

【0009】[0009]

【発明の実施の形態】以下、図面を参照しつつ、本発明
を詳細に説明する。図1において、1は、高速でろ過す
ることのできるろ過装置におけるろ過塔であって、該ろ
過塔1内にはろ材4を保持する通水板3が配装されてお
り、その上にろ材4が収容されている。このろ材4中を
原水2を通過させることにより、原水中の懸濁物質を捕
捉、除去し、懸濁物質のない良質の処理水5を得ること
ができる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail with reference to the drawings. In FIG. 1, reference numeral 1 denotes a filtration tower in a filtration device capable of high-speed filtration, in which a water-passing plate 3 holding a filter medium 4 is provided. 4 are accommodated. By passing the raw water 2 through the filter medium 4, suspended matter in the raw water is captured and removed, and high-quality treated water 5 having no suspended substance can be obtained.

【0010】ここで、ろ過塔1の大きさは、ろ過塔1内
での通水速度が25m/時以上となる超高速ろ過を可能
とするように、直径等を決定することが好ましい。ま
た、通常、処理精度を考慮した場合、ろ材4の層高を約
1mとすることが多く、逆洗時の逆洗効率を考慮する
と、ろ材層の上方にろ材層の高さ以上の空間を設けるこ
とが好ましい。
[0010] Here, it is preferable that the size of the filtration tower 1 is determined so as to enable ultra-high-speed filtration in which the water flow rate in the filtration tower 1 is 25 m / hour or more. Also, in general, when the processing accuracy is considered, the layer height of the filter medium 4 is often about 1 m. When the backwashing efficiency at the time of backwashing is considered, a space above the filter medium layer is provided above the filter medium layer. Preferably, it is provided.

【0011】前記通水板3はその通水孔がろ材4より小
さくてろ材を通過せず、水のみを通過する大きさであれ
ば良いが、逆洗時の空気曝気等を考慮すれば、これに耐
えうるだけの高重量のものが好ましく、鋼鉄製グリッド
やパンチングプレ−ト等が望ましい。ろ材4としては、
各種のものが使用可能であり、特に砂、無煙炭の他に、
繊維ろ材等が適している。ろ過塔1における原水の通水
方向は下向流でも上向流でもよい。また、ろ過塔1はろ
過塔の上端を密閉し加圧するようにした圧力式でも、上
端を開放した重力式でも適用可能である。
The water passage plate 3 has a water passage hole smaller than the filter medium 4 and does not pass through the filter medium, and may be of a size that allows only water to pass therethrough. However, considering air aeration during backwashing, etc. It is preferable that the weight is high enough to withstand this, and a steel grid or a punching plate is preferable. As the filter medium 4,
Various things are available, especially sand, anthracite,
A fiber filter or the like is suitable. The flow direction of the raw water in the filtration tower 1 may be a downward flow or an upward flow. Further, the filtration tower 1 can be applied to a pressure type in which the upper end of the filtration tower is sealed and pressurized, or a gravity type in which the upper end is opened.

【0012】本発明においては、前記通水板3の外周縁
近傍の外周縁近傍には、通水孔がなく、しかもそのろ材
層4側には、環状に堰板6が立設されていることによ
り、ろ過塔1の内側壁を伝って流下する流水8が直ちに
通水板3を通過することを防止するようになされてい
る。これにより、図2に示すように、ろ過塔1の内壁面
を伝って流下する流水8は堰板6を溢流してろ材4を通
過して通水板3を通過するようになされている。
In the present invention, there is no water passage hole in the vicinity of the outer periphery near the outer periphery of the water passage plate 3, and an annular weir plate 6 stands upright on the filter medium layer 4 side. This prevents the running water 8 flowing down the inner wall of the filtration tower 1 from immediately passing through the water flow plate 3. As a result, as shown in FIG. 2, the running water 8 flowing down the inner wall surface of the filtration tower 1 overflows the weir plate 6, passes through the filter medium 4, and passes through the water flow plate 3.

【0013】堰板6の高さおよび堰板6とろ過塔内側壁
との間隔については、必要に応じて適宜選択することが
できるが、ろ材4の逆洗時の障害を考慮すると、堰板6
の高さはろ材層高の5〜20%が好ましい。堰板6の高
さが、ろ材層高の5%未満の場合には、懸濁物質がすぐ
に堰板6を溢流してしまい、処理効率が低下し、逆に2
0%を超える場合には、堰板とろ過塔壁面との間隔に懸
濁物質が蓄積して、逆洗時に排出されなくなる。
The height of the weir plate 6 and the distance between the weir plate 6 and the inner wall of the filtration tower can be appropriately selected as needed. 6
Is preferably 5 to 20% of the height of the filter medium layer. When the height of the weir plate 6 is less than 5% of the height of the filter medium layer, the suspended matter immediately overflows the weir plate 6 and the treatment efficiency is reduced.
If it exceeds 0%, suspended solids accumulate in the space between the weir plate and the wall surface of the filtration tower and are not discharged during backwashing.

【0014】堰板6とろ過塔内側壁との間隔について
は、この個所へのろ材4の侵入、逆洗時の洗浄効率を考
慮すると、なるべく狭い方が好ましいが、施工上、10
〜150mmが好ましい。前記間隔を10mm未満にする
と、施工が困難になるばかりか、懸濁物質のリークも生
じ易く、逆に150mmを越えると、堰板6とろ過塔内側
壁との間にろ材4が侵入し逆洗不能となる。
The space between the weir plate 6 and the inner wall of the filtration tower is preferably as narrow as possible in consideration of the penetration of the filter medium 4 into this location and the cleaning efficiency during backwashing.
~ 150 mm is preferred. If the distance is less than 10 mm, not only the construction becomes difficult, but also the leakage of suspended solids is liable to occur. It cannot be washed.

【0015】さらに、本発明においては、前記ろ過塔1
の内側壁面には、水流方向に傾斜した傾斜板7が環状に
配装されており、流水8がろ過塔1の内壁面を伝って流
下することが防止するようになされている。このよう
に、傾斜板7をろ過塔1のろ材4が収容される内側壁に
環状に設置することにより、水流を水流方向にろ過塔中
心に向かって流下させることができる。
Further, in the present invention, the filtration tower 1
An inclined plate 7 inclined in the direction of water flow is annularly disposed on the inner wall surface of the filter tower 1 so as to prevent flowing water 8 from flowing down along the inner wall surface of the filtration tower 1. In this way, by installing the inclined plate 7 in an annular shape on the inner wall of the filtration tower 1 where the filter medium 4 is stored, the water flow can flow down toward the center of the filtration tower in the water flow direction.

【0016】水流が下向流の場合は、傾斜板7はろ過塔
中心に向かって、下向きに傾斜させる。上向きに傾斜さ
せると、水流が乱れるのみならず、逆洗時、ろ材が傾斜
板上に蓄積してしまう。傾斜角度は特に限定されない
が、ろ材の滑り込み、水流を考慮すると、鉛直面(側
壁)に対する形成角が15〜60度が好ましい。傾斜板
7の幅は逆洗時の障害を考慮すると、狭いほうが良い
が、鉛直面への投影長がろ過塔1直径の5〜20%が好
ましい。5%未満では水流の整流効果が低く、逆に20
%を越えると、逆洗時の物理的障害となる。傾斜板7の
設置場所はろ材4層内の中程が良く、層内に複数枚設置
することがより望ましい。
When the water flow is a downward flow, the inclined plate 7 is inclined downward toward the center of the filtration tower. If it is inclined upward, not only the water flow is disturbed, but also at the time of backwashing, the filter medium accumulates on the inclined plate. Although the inclination angle is not particularly limited, the formation angle with respect to the vertical plane (side wall) is preferably 15 to 60 degrees in consideration of the slipping of the filter medium and the water flow. The width of the inclined plate 7 is preferably narrower in consideration of obstacles at the time of backwashing, but the projection length on the vertical plane is preferably 5 to 20% of the diameter of the filtration tower 1. If it is less than 5%, the rectification effect of the water flow is low, and
%, It becomes a physical obstacle at the time of backwashing. The installation place of the inclined plate 7 is good in the middle of the four layers of the filter medium, and it is more desirable to install a plurality of sheets in the layer.

【0017】ろ材層内にろ過塔中心に向かって傾斜する
傾斜板を設置することにより、水流を図2に示すごとく
ろ過塔中心に向かわせることができ、更に処理効率を上
昇させることができる。なお、傾斜板7はろ材層内に複
数枚設けることでより効果を上げることができる。
By installing an inclined plate inclined toward the center of the filtration tower in the filter medium layer, the water flow can be directed toward the center of the filtration tower as shown in FIG. 2, and the treatment efficiency can be further increased. The effect can be further improved by providing a plurality of inclined plates 7 in the filter medium layer.

【0018】[0018]

【実施例】以下、本発明を実施例により具体的に説明す
る。 実施例 単糸繊度が10.4デニールのポリエステル未延伸フィ
ラメントを192本集合させてなる糸条を素材とし、こ
れを無撚りのままバルキー加工して得られた加工糸を4
00本集合させて集束(結束)し、この集束部から75
mmを残して略球形状となるように切断してなる繊維ろ材
を形成した。
The present invention will be described below in more detail with reference to examples. Example A yarn obtained by assembling 192 undrawn polyester filaments having a single yarn fineness of 10.4 denier was used as a raw material, and a processed yarn obtained by bulky processing the untwisted yarn was 4
00 pieces are collected and bound (bound), and 75
A fiber filter medium cut into a substantially spherical shape except mm was formed.

【0019】下端より90mm上方には、外周縁部を除い
て多数の通水孔を有する多孔性の通水板を設置し、かつ
その外周縁部の上面には内径157mm、高さ135mmの
環状堰板を設置し、さらに前記通水板より250mm上方
の内側壁には、側壁面からの傾斜角度が30度で、鉛直
面への投影長が30mmの環状傾斜板を設置した高さ20
00mm、内径190mmのろ過塔を使用した。このろ過塔
の通水板上に前記繊維ろ材120個を充填し、ろ材層の
高さを1mとした。上端側を密閉したろ過塔における唯
一の開口部である原水供給口から懸濁物質(SS)の濃
度が10mg/Lの活性汚泥処理水をろ過塔内の通水速
度が30m/時となるように供給し、ろ過塔の下端側の
排出口から処理水を排出した。図3において点線で示す
ように、本実施例では、従来の2倍以上のSS捕捉量が
5kg/m2となるまでろ過壁面からの懸濁物質のリーク
は起こらず、SS除去率80%以上が保たれた。
A porous water-permeable plate having a large number of water holes except for the outer peripheral edge is installed 90 mm above the lower end, and an annular surface having an inner diameter of 157 mm and a height of 135 mm is provided on the upper surface of the outer peripheral edge. A weir plate is installed, and an annular inclined plate having an inclination angle of 30 degrees from the side wall surface and a projected length on a vertical plane of 30 mm is installed on the inner wall 250 mm above the water flow plate.
A filtration tower having a diameter of 00 mm and an inner diameter of 190 mm was used. On the water flow plate of this filtration tower, 120 fiber filter media were packed, and the height of the filter media layer was 1 m. Activated sludge treated water having a concentration of suspended solids (SS) of 10 mg / L is supplied from the raw water supply port, which is the only opening in the filtration tower having a closed upper end, so that the flow rate in the filtration tower is 30 m / hour. And treated water was discharged from a discharge port on the lower end side of the filtration tower. As shown by the dotted line in FIG. 3, in the present embodiment, the leakage of suspended solids from the filtration wall does not occur and the SS removal rate is 80% or more until the amount of trapped SS more than twice the conventional amount becomes 5 kg / m 2. Was kept.

【0020】比較例 堰板、通水板とも設置しない以外は実施例と同様のろ過
装置を用いて実施例と同様の条件で通水を行った。図3
において実線で示すように、比較例では、繊維ろ材のS
S捕捉量が2kg/m2程度で懸濁物質のろ過塔壁面から
のリークが始まり、SS除去率は80%以下に低下し
た。
Comparative Example Water was passed under the same conditions as in the example using the same filtration apparatus as in the example except that neither the weir plate nor the water flow plate was installed. FIG.
In the comparative example, as shown by the solid line in FIG.
When the amount of S trapped was about 2 kg / m 2 , leakage of suspended matter from the wall of the filtration tower started, and the SS removal rate dropped to 80% or less.

【0021】[0021]

【発明の効果】本発明のろ過装置によれば、通水速度2
5m/時以上の超高速ろ過においても、ろ材層とろ過塔
壁面との間隙からの懸濁物質のリ−クを防止することが
でき、ろ材中への懸濁物質の捕捉量を増大できるととも
に処理効率の良いろ過が可能となる。
According to the filtration device of the present invention, the water flow speed is 2
Even in ultra-high-speed filtration of 5 m / h or more, leakage of suspended solids from the gap between the filter medium layer and the wall of the filtration tower can be prevented, and the amount of suspended solids trapped in the filter medium can be increased. Filtration with high processing efficiency becomes possible.

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

【図1】本発明のろ過装置の一例を示す断面図である。FIG. 1 is a cross-sectional view showing one example of a filtration device of the present invention.

【図2】図1のろ過装置中での水流方向を示す説明用概
略図である。
FIG. 2 is an explanatory schematic diagram showing a water flow direction in the filtration device of FIG.

【図3】実施例と比較例でろ材中に捕捉されたSS量と
SS除去率の関係を示すグラフである。
FIG. 3 is a graph showing the relationship between the amount of SS trapped in a filter medium and the SS removal rate in Examples and Comparative Examples.

【符号の説明】[Explanation of symbols]

1 ろ過塔 5 処理水 2 原水 6 堰板 3 通水板 7 傾斜板 4 ろ材 8 水流 DESCRIPTION OF SYMBOLS 1 Filtration tower 5 Treated water 2 Raw water 6 Weir plate 3 Water passing plate 7 Inclined plate 4 Filter material 8 Water flow

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 ろ材を処理水排出側に配装した通水板に
て保持せしめて収容するろ過塔における前記通水板の通
水孔がない外周縁近傍のろ材層側には、環状に堰板が配
装されており、かつろ過塔内側壁には、水流方向に傾斜
した傾斜板が環状に配装されていることを特徴とするろ
過装置。
1. A filter medium in which a filter medium is held and accommodated by a water passage plate provided on a treated water discharge side, and a filter medium layer near an outer peripheral edge of the filtration plate where there is no water passage hole in the water passage plate is annularly formed. A filtering device, wherein a weir plate is provided, and an inclined plate inclined in the water flow direction is provided in an annular shape on the inner wall of the filtration tower.
JP9057198A 1997-02-26 1997-02-26 Filtration device Pending JPH10235106A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9057198A JPH10235106A (en) 1997-02-26 1997-02-26 Filtration device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9057198A JPH10235106A (en) 1997-02-26 1997-02-26 Filtration device

Publications (1)

Publication Number Publication Date
JPH10235106A true JPH10235106A (en) 1998-09-08

Family

ID=13048803

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9057198A Pending JPH10235106A (en) 1997-02-26 1997-02-26 Filtration device

Country Status (1)

Country Link
JP (1) JPH10235106A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003164710A (en) * 2001-12-04 2003-06-10 Kawamoto Pump Mfg Co Ltd Filtering apparatus
KR100752917B1 (en) * 2006-03-08 2007-08-28 한상배 Biofilter units and water treatment facilities with using the same biofilter units

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003164710A (en) * 2001-12-04 2003-06-10 Kawamoto Pump Mfg Co Ltd Filtering apparatus
KR100752917B1 (en) * 2006-03-08 2007-08-28 한상배 Biofilter units and water treatment facilities with using the same biofilter units

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