JPH09103610A - Packed bed type water treatment apparatus - Google Patents

Packed bed type water treatment apparatus

Info

Publication number
JPH09103610A
JPH09103610A JP8314178A JP31417896A JPH09103610A JP H09103610 A JPH09103610 A JP H09103610A JP 8314178 A JP8314178 A JP 8314178A JP 31417896 A JP31417896 A JP 31417896A JP H09103610 A JPH09103610 A JP H09103610A
Authority
JP
Japan
Prior art keywords
water
treated
packed bed
water treatment
filter
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.)
Granted
Application number
JP8314178A
Other languages
Japanese (ja)
Other versions
JP3284302B2 (en
Inventor
Shunichi Yoshimoto
俊一 吉元
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
Original Assignee
Ebara 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 Ebara Corp filed Critical Ebara Corp
Priority to JP31417896A priority Critical patent/JP3284302B2/en
Publication of JPH09103610A publication Critical patent/JPH09103610A/en
Application granted granted Critical
Publication of JP3284302B2 publication Critical patent/JP3284302B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Filtration Of Liquid (AREA)
  • Water Treatment By Sorption (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a filter capable of filtering water to be treated of quantity more than conventional quantity in stable quality by preventing the surface undulation phenomenon of a packed bed. SOLUTION: A packed bed type water treatment apparatus is equipped with a water treatment tank 11 into which water to be treated flows in a supply port 12, the packed bed 13 packed with particles for filtering water to be treated in the water treatment 11 and a distributing plate 16 having a large number of apertures formed on almost the entire surface on the way of the flow of water to be treated from the supply port 12 to the packed bed 13.

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】本発明は充填層式水処理装置
の改良に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of a packed bed type water treatment device.

【0002】[0002]

【従来の技術】上水道設備や下水道設備などの水処理設
備には、砂や活性炭を使用する濾過装置や吸着装置など
の充填層を有する水処理装置を設置する場合がある。特
に、上水道設備の場合には、近年は水道水源の水質が悪
化しているので、アンスラサイトと砂による二層濾過を
行う砂濾過装置の導入や、活性炭により濾過する活性炭
吸着装置の導入が急速に進んでいる。
2. Description of the Related Art A water treatment device having a packed bed such as a filtration device or an adsorption device using sand or activated carbon is sometimes installed in water treatment facilities such as water supply facilities and sewerage facilities. In particular, in the case of water supply facilities, the quality of the tap water source has deteriorated in recent years, so the introduction of a sand filtration device that performs two-layer filtration with anthracite and sand and an activated carbon adsorption device that filters with activated carbon are rapidly Is progressing to.

【0003】図3は従来の圧力式濾過機を例示する正面
断面図である。図示するように、濾過機の水処理槽1の
内部には、多数の粒子が充填されて被処理水を濾過する
充填層2が形成されている。充填層2は、砂利などの支
持材3からなる下部支持層の上部に構成されている。
FIG. 3 is a front sectional view illustrating a conventional pressure type filter. As shown in the figure, inside a water treatment tank 1 of a filter, a packed bed 2 is formed which is filled with a large number of particles and filters the water to be treated. The packing layer 2 is formed on an upper portion of a lower support layer made of a support material 3 such as gravel.

【0004】被処理水が流れ込む供給口5の近傍には水
勢を分散するためL字形の阻流板(バッフルプレート)
6が取付けられている。阻流板6は、概ね矩形状の板を
折曲して一体的に形成した簡単な構造のものであり、そ
の水平部7は供給口5の出口端部5aに対向して配置さ
れている。
An L-shaped baffle plate (baffle plate) is provided in the vicinity of the supply port 5 into which the water to be treated flows so as to disperse the water force.
6 are attached. The baffle plate 6 has a simple structure in which a substantially rectangular plate is bent and integrally formed, and the horizontal portion 7 is arranged so as to face the outlet end 5 a of the supply port 5. .

【0005】したがって、供給口5の出口端部5aから
出て水処理槽1の内部に流入した被処理水は、阻流板6
の水平部7に衝突して分散されて濾材4の表面に流れ落
ちる。そして、被処理水は濾材4で濾過され、支持材3
の間を流れたのち排出口8から外部に流出する。
Therefore, the water to be treated flowing out of the outlet end 5a of the supply port 5 and flowing into the water treatment tank 1 is blocked by the baffle plate 6.
Collides with the horizontal portion 7 of the filter, is dispersed, and flows down to the surface of the filter medium 4. Then, the water to be treated is filtered by the filter material 4, and the support material 3
After flowing through the space, it flows out through the discharge port 8.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、従来の
濾過機では、供給口5から水処理槽1の内部に流入する
被処理水の水流を、単に板状の阻流板6により分散させ
て濾材4の表面に落下させているので、被処理水の水流
の分散が不均一になっていた。
However, in the conventional filter, the water flow of the water to be treated flowing from the supply port 5 into the water treatment tank 1 is simply dispersed by the plate-shaped baffle plate 6 to filter the medium. Since it was dropped on the surface of No. 4, the water flow of the water to be treated was not evenly dispersed.

【0007】そのため、特に水流の流速を早め濾過速度
を上げた場合には、微細な粒子である濾材4が不均一な
水流により移動して、充填層2の表面が波打ち状になる
現象(いわゆる不陸現象)が発生していた。この不陸現
象が生ずると、被処理水を安定した水質で濾過すること
ができなくなり、排出口8から流出する水の水質が悪化
する恐れがあった。また、最悪の場合には、濾材4と支
持材3とが混合されて、濾材4が水とともに排出口8か
ら流出する恐れがあった。
Therefore, especially when the flow velocity of the water flow is increased and the filtration speed is increased, the filter material 4 which is a fine particle moves due to the non-uniform water flow and the surface of the packed bed 2 becomes wavy (so-called). (Terrain phenomenon) had occurred. When this unsteady phenomenon occurs, the water to be treated cannot be filtered with stable water quality, and there is a risk that the water quality of the water flowing out from the discharge port 8 deteriorates. In the worst case, the filter medium 4 and the support material 3 may be mixed, and the filter medium 4 may flow out from the discharge port 8 together with water.

【0008】本発明は上述の事情に鑑みてなされたもの
で、充填層表面の波打ち現象を防止して、従来より多量
の被処理水を安定した水質で濾過することができる整流
装置付きの濾過機等の充填層式水処理装置を提供するこ
とを目的とする。
The present invention has been made in view of the above circumstances, and it is a filtration with a rectifying device capable of preventing a corrugation phenomenon on the surface of a packed bed and filtering a large amount of water to be treated with stable water quality. An object of the present invention is to provide a packed bed type water treatment device such as a machine.

【0009】[0009]

【課題を解決するための手段】上述の目的を達成するた
め、本発明は、供給口から被処理水が内部に流入する水
処理槽と、この水処理槽に粒子が充填されて前記被処理
水を濾過する充填層と、ほぼ全面に多数の開口が形成さ
れて前記水処理槽内部に配設され、前記供給口から前記
充填層への前記被処理水の流れの途中に設けられる整流
板とを備えた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 water treatment tank into which water to be treated flows from a supply port, and the water treatment tank is filled with particles to be treated. A packed bed for filtering water and a rectifying plate which is provided inside the water treatment tank with a large number of openings formed on almost the entire surface and is provided in the middle of the flow of the water to be treated from the supply port to the packed bed. It is characterized by having and.

【0010】又、前記整流板の開口率は、3%〜10%
であることを特徴とするものである。
Further, the aperture ratio of the straightening plate is 3% to 10%.
It is characterized by being.

【0011】[0011]

【作用】本発明においては、供給口から流入した被処理
水は途中に設けられた整流板のほぼ全面に形成された多
数の開口からほぼ均一に流出する。これが、功奏するた
めには整流板の開口率を3%〜10%とすることが適切
である。経験的に開口率がこれ以上となると整流効果が
得られないため、不陸現象を防止できず又、開口率がこ
れ以下となると通水量が減少し実用的ではない。このよ
うに整流板の開口率を適切に設けることにより処理水量
を減少させることなく被処理水を整流させることができ
る。而して、被処理水の水流は充填層の表面の全体にわ
たって均一に分散するため、充填層内粒子の不陸現象が
防止される。
In the present invention, the water to be treated which has flowed in from the supply port flows out substantially uniformly from the large number of openings formed on the almost entire surface of the current plate provided on the way. In order for this to be successful, it is appropriate to set the aperture ratio of the current plate to 3% to 10%. Empirically, if the opening ratio is higher than this, the rectifying effect cannot be obtained, so that the unsteady phenomenon cannot be prevented, and if the opening ratio is lower than this, the water flow rate is reduced, which is not practical. By appropriately providing the aperture ratio of the straightening plate in this manner, the water to be treated can be straightened without reducing the amount of treated water. Thus, the water flow of the water to be treated is evenly distributed over the entire surface of the packed bed, so that the inland phenomenon of particles in the packed bed is prevented.

【0012】[0012]

【実施例】以下、本発明の一実施例を図1乃至図2を参
照して説明する。 (第1実施例)図1は本発明の第1実施例に係る整流装
置を有する充填層式水処理装置を示す正面断面図であ
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to FIGS. (First Embodiment) FIG. 1 is a front sectional view showing a packed bed type water treatment device having a rectifying device according to a first embodiment of the present invention.

【0013】この濾過機10は圧力式濾過機であり、図
示しないポンプにより被処理水が濾過機10に圧送され
るようになっている。被処理水は、濾過機10の水処理
槽11の上部に取付けられた供給口12から水処理槽1
1の内部に流入する。
The filter 10 is a pressure type filter, and the water to be treated is pressure-fed to the filter 10 by a pump (not shown). The water to be treated is supplied from the supply port 12 attached to the upper portion of the water treatment tank 11 of the filter 10 to the water treatment tank 1
1 flows into the interior of the device.

【0014】被処理水を濾過する充填層13は、砂利な
どの支持材14の上部に、アンスラサイトや砂などの濾
材15を水処理槽11の内部に充填することにより形成
されている。本実施例では、下部層をなす支持材14は
砂利により、上部層をなす濾材15は砂によりそれぞれ
構成されており、濾過を行う濾材15の層は一層である
が、濾材15の層を、例えばアンスラサイトの層と砂の
層とからなる二層構造にすれば、二層濾過を行うことが
できる。
The packed layer 13 for filtering the water to be treated is formed by filling the inside of the water treatment tank 11 with the filter medium 15 such as anthracite or sand above the support material 14 such as gravel. In this embodiment, the support material 14 forming the lower layer is composed of gravel, and the filter material 15 forming the upper layer is composed of sand. The filter material 15 for filtering is one layer, but the layer of the filter material 15 is For example, if a two-layer structure composed of an anthracite layer and a sand layer is used, two-layer filtration can be performed.

【0015】水処理槽11の内部には、充填層13の上
部に位置して、供給口12から充填層13への被処理水
の流れを仕切る整流板16が取付けられている。整流板
16の材質は十分強度があれば良く鉄や塩化ビニールが
好ましく適用され、そのほぼ全面にわたって内直径が5
乃至10mmの多数の開口17が形成されている。整流
板16は、開口17の開口率(整流板16の全表面積に
対する開口17の合計断面積の比)が5%程度のオリフ
ィス式整流板である。この場合、開口17は、打ち抜き
により形成された貫通孔(オリフィス)であるので、整
流板16は多孔板であるが、貫通孔の形状は任意であっ
てその他多数の貫通スリットが形成された格子部材など
により整流板16を構成してもよい。なお、図示しない
が、ゴミ等の浮遊物による閉塞を防止するため供給口よ
り上流に防止手段を配備するのは当然である。水処理槽
11の下部には、濾過されて清浄になった水を排出する
排出口18が取付けられている。
Inside the water treatment tank 11, a straightening plate 16 located above the packed bed 13 for partitioning the flow of water to be treated from the supply port 12 to the packed bed 13 is attached. The material of the rectifying plate 16 is sufficient if it has sufficient strength, iron or vinyl chloride is preferably applied, and the inner diameter is 5 over almost the entire surface.
A large number of openings 17 of 10 mm to 10 mm are formed. The current plate 16 is an orifice type current plate having an opening ratio of the openings 17 (ratio of the total cross-sectional area of the openings 17 to the total surface area of the current plates 16) of about 5%. In this case, since the opening 17 is a through hole (orifice) formed by punching, the straightening plate 16 is a perforated plate, but the shape of the through hole is arbitrary, and a grid having many other through slits is formed. The rectifying plate 16 may be composed of a member or the like. Although not shown in the figure, it is natural that a preventive means is provided upstream from the supply port in order to prevent blockage due to suspended matter such as dust. A discharge port 18 for discharging filtered and purified water is attached to the lower portion of the water treatment tank 11.

【0016】次に、動作について説明する。図示しない
ポンプにより圧送された被処理水が供給口12から水処
理槽11の内部に流入すると、被処理水は、整流板16
により一旦せき止められて整流板上部空間19に滞留す
る。これは、整流板16の開口17の開口率が5%程度
と小さいので、整流板16の上部空間19と下部空間2
0との間で圧力差が生じるからである。そして、上部空
間19内の被処理水は整流板16の各開口17を0.5
m/s以下の流速で通って濾材15の表面21に流れ落
ちる。そして、濾材15の層により濾過された水は支持
材14の間を流れたのち排出口18から外部に排出され
る。
Next, the operation will be described. When the untreated water pumped by a pump (not shown) flows into the water treatment tank 11 from the supply port 12, the untreated water is rectified by the straightening plate 16.
Is temporarily stopped by and is retained in the upper space 19 of the current plate. This is because the aperture ratio of the opening 17 of the straightening vane 16 is as small as about 5%, so that the upper space 19 and the lower space 2 of the straightening vane 16 are
This is because a pressure difference is generated between 0 and 0. Then, the water to be treated in the upper space 19 is 0.5 at each opening 17 of the straightening vane 16.
It flows through at a flow velocity of m / s or less and flows down to the surface 21 of the filter medium 15. The water filtered by the layer of the filter material 15 flows between the support materials 14 and is then discharged to the outside from the discharge port 18.

【0017】このように、本実施例では、濾材15の表
面21の全体にわたって、被処理水が均一に分散された
状態で流れ落ちるので、濾材表面21が波打ち状になる
不陸現象が生じることはない。したがって、被処理水は
充填層13の全体にわたって同一の濾過速度で濾過され
ることとなり、水質が悪化することがなく安定した水質
で多量の被処理水を濾過することができる。また、濾材
15が支持材14と混合して排出口18から排出される
というトラブルを防止することができる。
As described above, in this embodiment, the water to be treated flows down over the entire surface 21 of the filter medium 15 in a state of being uniformly dispersed, so that the inland phenomenon in which the filter medium surface 21 becomes wavy does not occur. Absent. Therefore, the water to be treated is filtered at the same filtration rate throughout the packed bed 13, and a large amount of water to be treated can be filtered with stable water quality without deteriorating the water quality. Further, it is possible to prevent the trouble that the filter material 15 is mixed with the support material 14 and is discharged from the discharge port 18.

【0018】濾過速度(LV)を従来の装置と比較する
と、従来は不陸現象の発生を予防するには濾過速度を1
20乃至150m/day 以下に押さえる必要があった
が、本実施例の濾過機10では不陸現象が生じないの
で、濾過速度を1000乃至1200m/day にするこ
とができ、したがって、被処理水を大量に濾過すること
ができる。
When the filtration rate (LV) is compared with that of the conventional apparatus, the filtration rate of 1 is conventionally used to prevent the occurrence of the unsteady phenomenon.
Although it was necessary to suppress the pressure to 20 to 150 m / day or less, since the inland phenomenon does not occur in the filter 10 of the present embodiment, the filtration speed can be set to 1000 to 1200 m / day, and therefore, the water to be treated can be treated. It can be filtered in large quantities.

【0019】特に、二層濾過や活性炭濾過の場合には、
濾過機の濾過速度が一層式の濾過速度よりかなり大きく
とることができるが、従来の濾過機では濾材や活性炭が
移動して不陸現象が生じて処理水質の悪化が懸念され
る。しかしながら本実施例の濾過機10によれば不陸現
象が生じにくいので被処理水を安定した水質で濾過する
ことができる。
Particularly in the case of two-layer filtration or activated carbon filtration,
The filtration speed of the filter can be set to be considerably higher than that of the single-layer filter, but in the conventional filter, the filter material and activated carbon move to cause an unsteady phenomenon, which may deteriorate the quality of treated water. However, according to the filter 10 of the present embodiment, the non-landing phenomenon is unlikely to occur, so that the water to be treated can be filtered with stable water quality.

【0020】(第2実施例)図2は本発明の第2の実施
例を示す正面断面図である。本実施例に係る濾過機30
は、水処理槽31内に流入した被処理水32の自重によ
り濾過する重力式濾過機である。水処理槽31には、被
処理水を送り込むための供給口33と、濾過された水を
排出する多孔管34とが取付けられている。水処理槽3
1の内部には仕切り用の仕切り壁35が設けられてい
る。仕切り壁35の図中右側は、第1実施例と同様の支
持材14の下部支持層と濾材15の上部層13からなっ
ている。なお、本実施例の多孔管式集水管方式でなく、
例えば多孔板を配備し、集水装置を配置しても、本発明
の実施には何のさしつかえもない。
(Second Embodiment) FIG. 2 is a front sectional view showing a second embodiment of the present invention. Filter 30 according to the present embodiment
Is a gravity type filter that filters the water to be treated 32 that has flowed into the water treatment tank 31 by its own weight. The water treatment tank 31 is provided with a supply port 33 for feeding the water to be treated and a perforated pipe 34 for discharging the filtered water. Water treatment tank 3
A partition wall 35 for partitioning is provided inside 1. The right side of the partition wall 35 in the figure is composed of the lower support layer of the support material 14 and the upper layer 13 of the filter material 15 similar to the first embodiment. Incidentally, not the perforated pipe type water collection pipe system of the present embodiment,
For example, even if a perforated plate is provided and a water collecting device is arranged, there is no problem in practicing the present invention.

【0021】仕切り壁35の図中左側には、供給口33
から充填層13への被処理水の流れに対し整流板36が
横断的に取付けられており、整流板36の構成は第1実
施例の整流板16と同様であり、ほぼ全面に多数の開口
17が形成されている。
A supply port 33 is provided on the left side of the partition wall 35 in the figure.
A straightening vane 36 is attached transversely to the flow of the water to be treated from the to the packed bed 13. The straightening vane 36 has the same structure as that of the straightening vane 16 of the first embodiment, and a large number of openings are formed on almost the entire surface. 17 are formed.

【0022】したがって、被処理水が供給口33から水
処理層31の内部に流入すると、被処理水は整流板36
により一旦せき止められたのち各開口17からほぼ同一
の濾過速度で均一に上方に流れる。そして、仕切り壁3
5を越えたのち充填層13により濾過され、次いで排出
口34から排出される。
Therefore, when the water to be treated flows into the water treatment layer 31 from the supply port 33, the water to be treated is rectified by the straightening plate 36.
After being temporarily damped by the above, it uniformly flows upward from each opening 17 at substantially the same filtration rate. And the partition wall 3
After exceeding 5, the mixture is filtered by the packed bed 13 and then discharged from the discharge port 34.

【0023】もし仮に、整流板36が設けられていなけ
れば、濾過速度を上げた場合に、水処理槽31の内部の
被処理水の流れの分布が不均一となって濾材15の表面
に不陸現象が生じるが、整流板36を設けることによ
り、充填層13への被処理水の流れの分布が均一になり
不陸現象が生じない。したがって、第1実施例と同様の
作用効果を奏する。なお、各図中同一符号は同一または
相当部分を示す。又、本発明の趣旨は、以上の実施例に
限定されるものではなく、種々の変形が可能であること
は、言うまでもない。
If the straightening plate 36 is not provided, the flow of the water to be treated inside the water treatment tank 31 becomes non-uniform and the surface of the filter medium 15 becomes uneven when the filtration speed is increased. Although the land phenomenon occurs, by providing the straightening plate 36, the distribution of the flow of the water to be treated to the packed bed 13 becomes uniform and the non-land phenomenon does not occur. Therefore, the same effect as that of the first embodiment is obtained. In the drawings, the same reference numerals indicate the same or corresponding parts. Further, it goes without saying that the gist of the present invention is not limited to the above embodiments and various modifications can be made.

【0024】[0024]

【発明の効果】本発明は上述のように構成したので、水
処理装置の充填層表面の波打ち現象を防止して、従来よ
り多量の被処理水を安定した水質で濾過することができ
る。
EFFECTS OF THE INVENTION Since the present invention is configured as described above, it is possible to prevent the waving phenomenon on the surface of the packed bed of the water treatment device and filter a large amount of water to be treated with a stable water quality compared to the conventional case.

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

【図1】本発明の第1実施例に係る整流装置付き濾過機
を示す正面断面図である。
FIG. 1 is a front sectional view showing a filter with a rectifying device according to a first embodiment of the present invention.

【図2】本発明の第2実施例に係る整流装置付き濾過機
を示す正面断面図である。
FIG. 2 is a front sectional view showing a filter with a rectifying device according to a second embodiment of the present invention.

【図3】従来の濾過機を示す正面断面図である。FIG. 3 is a front sectional view showing a conventional filter.

【符号の説明】[Explanation of symbols]

10,30 充填層式水処理装置(濾過機) 11,32 水処理槽 12,33 供給口 13 充填層 16,36 整流板 17 開口 32 被処理水 10,30 Packed bed water treatment device (filter) 11,32 Water treatment tank 12,33 Supply port 13 Packed bed 16,36 Rectifier plate 17 Opening 32 Treated water

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 B01D 29/08 540A ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 Identification code Agency reference number FI Technical display location B01D 29/08 540A

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 供給口から被処理水が内部に流入する水
処理槽と、 この水処理槽に粒子が充填されて前記被処理水を濾過す
る充填層と、 前記供給口から前記充填層への前記被処理水の流れの途
中にほぼ全面に多数の開口が形成された整流板とを備え
たことを特徴とする充填層式水処理装置。
1. A water treatment tank into which water to be treated flows from a supply port, a packing layer in which particles are filled in the water treatment tank to filter the water to be treated, and a water layer from the supply port to the packing layer. 2. A packed bed type water treatment device comprising: a current plate having a large number of openings formed on substantially the entire surface thereof in the middle of the flow of the water to be treated.
【請求項2】 前記整流板の開口率は、3%〜10%で
あることを特徴とする請求項1記載の充填層式水処理装
置。
2. The packed bed water treatment device according to claim 1, wherein the opening ratio of the current plate is 3% to 10%.
JP31417896A 1996-11-11 1996-11-11 Packed bed water treatment equipment Expired - Lifetime JP3284302B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31417896A JP3284302B2 (en) 1996-11-11 1996-11-11 Packed bed water treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31417896A JP3284302B2 (en) 1996-11-11 1996-11-11 Packed bed water treatment equipment

Publications (2)

Publication Number Publication Date
JPH09103610A true JPH09103610A (en) 1997-04-22
JP3284302B2 JP3284302B2 (en) 2002-05-20

Family

ID=18050202

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31417896A Expired - Lifetime JP3284302B2 (en) 1996-11-11 1996-11-11 Packed bed water treatment equipment

Country Status (1)

Country Link
JP (1) JP3284302B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009297647A (en) * 2008-06-12 2009-12-24 Yamaha Motor Co Ltd Slow filtration device, and slow filtration system comprising the same
US11904191B2 (en) 2007-05-03 2024-02-20 3M Innovative Properties Company Anti-fog respirator

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04187294A (en) * 1990-11-21 1992-07-03 Ebara Infilco Co Ltd Downward current type filtration method and device therefor
JPH04210202A (en) * 1990-12-10 1992-07-31 Ebara Infilco Co Ltd Method and equipment for downflow filtration

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04187294A (en) * 1990-11-21 1992-07-03 Ebara Infilco Co Ltd Downward current type filtration method and device therefor
JPH04210202A (en) * 1990-12-10 1992-07-31 Ebara Infilco Co Ltd Method and equipment for downflow filtration

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11904191B2 (en) 2007-05-03 2024-02-20 3M Innovative Properties Company Anti-fog respirator
JP2009297647A (en) * 2008-06-12 2009-12-24 Yamaha Motor Co Ltd Slow filtration device, and slow filtration system comprising the same

Also Published As

Publication number Publication date
JP3284302B2 (en) 2002-05-20

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