JPH055922Y2 - - Google Patents
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- Publication number
- JPH055922Y2 JPH055922Y2 JP11456486U JP11456486U JPH055922Y2 JP H055922 Y2 JPH055922 Y2 JP H055922Y2 JP 11456486 U JP11456486 U JP 11456486U JP 11456486 U JP11456486 U JP 11456486U JP H055922 Y2 JPH055922 Y2 JP H055922Y2
- Authority
- JP
- Japan
- Prior art keywords
- water
- raw water
- filtration
- filter medium
- cleaning
- 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.)
- Expired - Lifetime
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 113
- 238000001914 filtration Methods 0.000 claims description 40
- 230000002093 peripheral effect Effects 0.000 claims 2
- 238000004140 cleaning Methods 0.000 description 28
- 238000005406 washing Methods 0.000 description 17
- 238000009434 installation Methods 0.000 description 6
- 238000007796 conventional method Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000002245 particle Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 238000005273 aeration Methods 0.000 description 2
- RHZUVFJBSILHOK-UHFFFAOYSA-N anthracen-1-ylmethanolate Chemical compound C1=CC=C2C=C3C(C[O-])=CC=CC3=CC2=C1 RHZUVFJBSILHOK-UHFFFAOYSA-N 0.000 description 2
- 239000003830 anthracite Substances 0.000 description 2
- 238000005352 clarification Methods 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000010842 industrial wastewater Substances 0.000 description 2
- 239000008235 industrial water Substances 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000009287 sand filtration Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000007873 sieving Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は、上・下水、用水、産業廃水などに含
有される懸濁物質(以下「SS」と略す)を分離
除去し、清澄化する清澄ろ過装置に関するもので
ある。[Detailed description of the invention] [Field of industrial application] This invention separates and removes suspended solids (hereinafter abbreviated as "SS") contained in water and sewage water, industrial water, industrial wastewater, etc., and clarifies them. This relates to a clarifying filtration device.
清澄ろ過技術は、水処理技術のなかで最も古
く、現在に至つても広く利用されている。古く
は、上水道や用水などの比較的清澄な水に対して
主として利用されてきたが、近年においては下水
道や産業廃水などの汚水に対してもごく普通に用
いられるようになつている。
Clarification filtration technology is the oldest water treatment technology and is still widely used to this day. In the past, it was mainly used for relatively clear water such as waterworks and industrial water, but in recent years it has become commonplace to treat wastewater such as sewerage and industrial wastewater.
清澄ろ過における除去機構は、
ろ材粒子間のふるい分け
ろ材粒子への沈殿
ろ材粒子との凝集
などで説明されており、当然のことながら、ろ材
が重要な働きを示している。一般にろ材として
は、砂やアンスラサイトを用いることが多く、適
切な使用条件下では大きな問題になることも少な
く、高い評価を得ている。The removal mechanism in clarifying filtration is explained as sieving between filter media particles, precipitation on filter media particles, coagulation with filter media particles, etc., and naturally, the filter media plays an important role. In general, sand or anthracite is often used as a filter medium, and under appropriate usage conditions, it rarely causes major problems and is highly rated.
しかしながら、前記従来の清澄ろ過において、
適切な使用条件を超えると、例えば原水SSが50
mg/を超えるような場合では、すぐにろ材層に
目詰まりが生じ、頻繁に逆洗しなければならず、
極端な場合には処理水量より逆洗水量の多いこと
が生ずることもあつた。また、高速処理を行う場
合では、ろ過速度(以下「LV」と略す)の増加
と共にろ過抵抗が増大したり、処理水中にSSが
リークするため、LV20m/h以上の高速処理は
困難とされていた。 However, in the conventional clarifying filtration,
If the appropriate usage conditions are exceeded, e.g.
mg/, the filter media layer will quickly become clogged and must be backwashed frequently.
In extreme cases, the amount of backwash water may be greater than the amount of treated water. In addition, when performing high-speed processing, it is difficult to perform high-speed processing at LV20m/h or higher because filtration resistance increases as the filtration speed (hereinafter abbreviated as "LV") increases, and SS leaks into the treated water. Ta.
これらの欠点を補う目的で、ろ材を連続的に移
動させること(特公昭59−38006号公報)や、ろ
材の粒径を大きくすること、更にはろ材の材質を
変更するなど、様々な方式が試みられている。し
かし、抜本的な解決策が見出されなかつたのが現
状であり、たまたま原水SSが高く、高速処理が
可能であつたとしても、十分な洗浄が行えなかつ
たり、洗浄のために複雑な操作や膨大な設備を要
するなど、重大な問題点が残されている。 In order to compensate for these shortcomings, various methods have been proposed, such as continuously moving the filter medium (Japanese Patent Publication No. 59-38006), increasing the particle size of the filter medium, and even changing the material of the filter medium. is being attempted. However, the current situation is that no fundamental solution has been found, and even if the raw water SS happens to be high and high-speed processing is possible, sufficient cleaning may not be possible or complicated operations are required for cleaning. Serious problems remain, such as the need for large amounts of equipment and equipment.
また、下向液、上向流ろ過においては設備の設
置スペースはろ過面積により決定され、処理水量
が大きくなるにつれて広い設置スペースが要求さ
れる。これに対して水平流ろ過は、下向流、上向
流ろ過のような垂直流ろ過に比べてろ過面積が縦
方向に大きくとれるため、同一処理水量の場合設
置面積が小さくてすむ利点がある。 Furthermore, in the case of downward flow filtration and upward flow filtration, the installation space for equipment is determined by the filtration area, and as the amount of water to be treated increases, a wider installation space is required. On the other hand, horizontal flow filtration has the advantage that the filtration area can be larger in the vertical direction than vertical flow filtration such as downward flow and upward flow filtration, so the installation area is smaller for the same amount of water to be treated. .
しかし、水平流ろ過においても、ろ材としては
従来通り砂、アンスラサイト等を使用するため、
高濁度原水に対する対応が十分でなく、汚濁した
ろ材の一部をエアリフト作用で上昇させつつ攪拌
し、汚泥物を分離する連続ろ過方式が採用されて
きた。このような連続ろ過の場合には、ろ材の一
部を流動化させる必要があるため、ろ材は完全な
固定床ではなく若干浮遊状態にある。そのため、
濁度の除去に関して原水濁度の制限(最大50〜
60ppm)、ろ過速度の制限(最大250m/d前後)
などがあつた。 However, even in horizontal flow filtration, sand, anthracite, etc. are used as filter media, so
The continuous filtration method has not been sufficiently adapted to deal with highly turbid raw water, and a continuous filtration method has been adopted in which a part of the polluted filter medium is lifted up by an air lift effect and stirred to separate the sludge. In the case of such continuous filtration, it is necessary to fluidize a portion of the filter medium, so that the filter medium is not in a completely fixed bed but in a slightly suspended state. Therefore,
Limits on raw water turbidity regarding turbidity removal (up to 50~
60ppm), filtration speed limit (maximum around 250m/d)
etc. were hot.
本考案は、従来のろ過技術を抜本的に見直して
前記問題点を解決し、高濁度原水をも高速に安定
して容易に処理し、かつ設置スペースを大巾に縮
少することを可能にした清澄ろ過装置を提供する
ことを目的とするものである。 This invention solves the above problems by fundamentally reviewing conventional filtration technology, and enables high-turbidity raw water to be treated quickly, stably, and easily, while greatly reducing the installation space. The object of the present invention is to provide a clarifying filtration device that has the following properties.
本考案は、前記問題点を解決するための手段と
して、槽内にスポンジろ材を多孔体にて保持し、
該多孔体の側面に原水分配部を形成すると共にそ
の反対側の側面に処理水集水部を形成し、前記原
水分配部又は処理水集水部の一方に洗浄水流入管
を連結すると共に他方に洗浄排水管を連結し、原
水及び洗浄水の通水を切替え可能に構成し、さら
に前記スポンジろ材の下部に散気装置を配備した
ことを特徴とする清澄ろ過装置を提供するもので
ある。
The present invention, as a means to solve the above problems, holds a sponge filter medium in a tank with a porous body,
A raw water distribution section is formed on a side surface of the porous body, and a treated water collection section is formed on the opposite side surface, and a wash water inflow pipe is connected to one of the raw water distribution section or the treated water collection section, and to the other. The present invention provides a clarification filtration device characterized in that washing drain pipes are connected to each other so that the flow of raw water and washing water can be switched, and an aeration device is provided below the sponge filter medium.
本考案の実施例を図面を参照しながら説明すれ
ば、第1図及び第2図において、角形の槽本体1
内には上部多孔板2と下部多孔板3が張設され、
これらと側部多孔板4,4によつて仕切られたス
ペース内にスポンジろ材5が充填状態に保持され
ている。前記各多孔板は網等の通水性のものも使
用することができ、スポンジろ材5の保持を目的
とするために、小さく分断されたスポンジろ材5
を使用する場合には、スポンジろ材が流出しない
ような開口とする。また、前記各多孔板はスポン
ジろ材5の充填部のみとし、それ以外のところは
図示例のように平板6で槽本体1に連結され、後
述するろ過、洗浄工程中に水平流による通水が短
絡しないようにするのが好ましい。
An embodiment of the present invention will be described with reference to the drawings. In FIGS. 1 and 2, a rectangular tank body 1
An upper perforated plate 2 and a lower perforated plate 3 are installed inside.
A sponge filter medium 5 is held in a filled state in a space partitioned by these and the side perforated plates 4, 4. A water-permeable material such as a net can also be used for each of the perforated plates, and for the purpose of holding the sponge filter medium 5, the sponge filter medium 5 divided into small pieces can be used.
When using a filter, the opening should be designed to prevent the sponge filter from flowing out. In addition, each of the perforated plates has only the part filled with the sponge filter medium 5, and the other parts are connected to the tank body 1 by a flat plate 6 as shown in the illustrated example, so that water can be passed through by horizontal flow during the filtration and cleaning processes described later. It is preferable to avoid short circuits.
また、前記各多孔板内に充填保持されたスポン
ジろ材5としては、ろ過体積に相当するスポンジ
のブロツク、複層に分割したマツト状のスポン
ジ、多孔板の開口部より大きめに切断した定形又
は不定形のスポンジ、薄いシート状のスポンジを
ロール状に巻いたものなどが使用される。 The sponge filter media 5 filled and held in each of the perforated plates may be a block of sponge corresponding to the filtration volume, a mat-shaped sponge divided into multiple layers, or a regular or irregular shape cut into a size larger than the opening of the perforated plate. Standard-shaped sponges and thin sheet-shaped sponges rolled into rolls are used.
側部多孔板4の一方、例えば第1図右側の側部
多孔板4と槽壁間には原水分配部7が形成され、
その反対の左側の側部多孔板4と槽壁間には処理
水集水部8が形成されており、原水分配部7の槽
壁には原水流入弁V1を有する原水流入管9に連
結された流入ノズル10が均等流入を目的として
上下に複数個配設され、また処理水集水部8の槽
壁には処理水流出弁V2を有する処理水流出管1
1に連結された流出ノズル12が均等流出を目的
として上下に複数個配設されている。 A raw water distribution part 7 is formed between one side of the side perforated plate 4, for example, the right side side perforated plate 4 in FIG. 1, and the tank wall.
A treated water collection section 8 is formed between the side perforated plate 4 on the opposite left side and the tank wall, and the tank wall of the raw water distribution section 7 is connected to a raw water inflow pipe 9 having a raw water inflow valve V1 . A plurality of inflow nozzles 10 are arranged above and below for the purpose of uniform inflow, and a treated water outflow pipe 1 having a treated water outflow valve V2 is provided on the tank wall of the treated water collection section 8.
A plurality of outflow nozzles 12 connected to each other are arranged above and below for the purpose of uniform outflow.
また、原水流入管9の原水流入弁V1の下流側
には洗浄水流入弁V3を有する洗浄水流入管13
が連なり、処理水流出管11の処理水流出弁V2
の上流側には洗浄排水弁V4を有する洗浄排水管
14が連なつているが、これとは逆に洗浄水流入
管13を処理水流出管11に、洗浄排水管14を
原水流入管9に連結しても良い。なお、洗浄水流
入管13の洗浄水流入弁V3の上流側に分岐管1
5を分岐し、上部洗浄弁V5を介して原水分配部
7の上部の槽壁に設けられた洗浄水用ノズル16
に連結し、洗浄排水管14の洗浄排水弁V4の下
流側に分岐管17を分岐し、上部排水弁V6を介
して処理水集水部8の上部の槽壁に設けられた洗
浄排水用ノズル18に連結してある。 Further, on the downstream side of the raw water inflow valve V 1 of the raw water inflow pipe 9, there is a wash water inflow pipe 13 having a wash water inflow valve V 3 .
are connected, and the treated water outflow valve V 2 of the treated water outflow pipe 11
A wash drain pipe 14 having a wash drain valve V 4 is connected to the upstream side of the pipe, but in contrast, the wash water inflow pipe 13 is connected to the treated water outflow pipe 11 and the wash water drain pipe 14 is connected to the raw water inflow pipe 9. May be connected. Note that there is a branch pipe 1 on the upstream side of the wash water inflow valve V3 of the wash water inflow pipe 13.
A cleaning water nozzle 16 is connected to the upper tank wall of the raw water distribution section 7 through the upper cleaning valve V5 .
A branch pipe 17 is connected to the downstream side of the wash drain valve V 4 of the wash drain pipe 14, and the wash drain provided on the upper tank wall of the treated water collection section 8 is connected to the wash drain pipe 14 via the upper drain valve V 6 . It is connected to a nozzle 18 for use.
さらにまた、下部多孔板3の下部には、空気洗
浄用の散気管、散気盤等の散気装置19が配備さ
れ、空気流入弁V7を介して図示しない空気源に
連結されている。 Furthermore, a diffuser 19 such as a diffuser tube or a diffuser plate for air cleaning is provided below the lower perforated plate 3, and is connected to an air source (not shown) via an air inlet valve V7 .
しかして、原水は原水流入管9から原水流入弁
V1及び流入ノズル10を経て槽内の原水分配部
7へ均等に流入し、水平流にて側部多孔板4を通
りスポンジろ材5内を通過してろ過され、処理水
集水部8に集水されたのち流出ノズル12及び処
理水流出弁V2を経て処理水流出管11から流出
する。 Therefore, the raw water flows from the raw water inflow pipe 9 to the raw water inflow valve.
It evenly flows into the raw water distribution part 7 in the tank through V 1 and the inflow nozzle 10, passes through the side perforated plate 4 in a horizontal flow, passes through the sponge filter medium 5, is filtered, and flows into the treated water collection part 8. After the water is collected, it flows out from the treated water outflow pipe 11 via the outflow nozzle 12 and the treated water outflow valve V2 .
このようなろ過を長時間継続すると、従来のろ
過装置と同様に、ろ抗が増大したり、場合によつ
ては処理水中にSSがリークしはじめる。このよ
うな場合には、ろ過を中段してスポンジろ材5の
洗浄を行う。洗浄は、原水流入弁V1及び処理水
流出弁V2を閉じ、洗浄水流入弁V3及び洗浄排水
弁V4を開き、洗浄水流入管13から洗浄水を流
入し、洗浄水は原水と同様の経路で槽内を通過
し、洗浄排水管14から排水されるが、この洗浄
工程中に、空気流入弁V7が開となり、洗浄用空
気が散気装置19から噴出し、ろ材間の微細空気
の通過とそれによる振動によつてろ材に捕捉され
ているSS分を剥離する。洗浄水はこの空気洗浄
でスポンジろ材5から剥離したSS分を流し出す
が、空気洗浄によりSS分はスポンジろ材5の上
部からも排出される。このろ材上部に排出された
SS分を流し出すためには、洗浄水の一部を分岐
管15及び上部洗浄弁V5から洗浄水用ノズル1
6を経て槽内に導き、ろ材上部に排出されたSS
分を伴つて洗浄排水用ノズル18から上部排水弁
V6及び分岐管17を経て排出する。 If this type of filtration is continued for a long time, the filtration resistance will increase, and in some cases, SS will begin to leak into the treated water, similar to conventional filtration equipment. In such a case, filtration is performed in the middle and the sponge filter medium 5 is washed. For cleaning, close the raw water inflow valve V 1 and the treated water outflow valve V 2 , open the cleaning water inflow valve V 3 and the cleaning water drain valve V 4 , and let the cleaning water flow in from the cleaning water inlet pipe 13. The cleaning water is the same as the raw water. During this cleaning process, the air inflow valve V7 is opened and the cleaning air is blown out from the air diffuser 19, discharging the fine particles between the filter media. The SS trapped in the filter material is removed by the passage of air and the resulting vibrations. The cleaning water washes out the SS separated from the sponge filter medium 5 by this air cleaning, but the SS is also discharged from the upper part of the sponge filter medium 5 by air cleaning. was discharged to the top of this filter medium.
In order to flush out the SS, a part of the wash water is sent from the branch pipe 15 and the upper wash valve V5 to the wash water nozzle 1.
SS led into the tank through step 6 and discharged onto the top of the filter media.
Upper drain valve from cleaning drain nozzle 18 with minutes
Discharge via V 6 and branch pipe 17.
この場合の洗浄水は、原水が高濁度である場合
には清澄な処理水を使用する必要があるが、比較
的低濁度の場合には原水を洗浄水として使用する
ことができる。 In this case, if the raw water has a high turbidity, clear treated water must be used as the cleaning water, but if the raw water has a relatively low turbidity, the raw water can be used as the cleaning water.
第3図及び第4図は本考案の他の実施例を示
し、この例では槽本体1が円形槽(又は多角形
槽)であり、上部多孔板2、下部多孔板3、側部
多孔板4を中空筒状形に形成し同心的に槽内に配
置したもので、その中空部を原水分配部7として
その中に原水流入管9に連なる流入多孔管20を
挿入し、側部多孔板4の外側周囲を処理水集水部
8として槽壁に複数個の流出ノズル12を均等に
配設したもので、その作用も第1図及び第2図に
示した実施例と同様である。 3 and 4 show another embodiment of the present invention, in which the tank body 1 is a circular tank (or polygonal tank), an upper perforated plate 2, a lower perforated plate 3, and a side perforated plate. 4 is formed into a hollow cylindrical shape and arranged concentrically in the tank, and the hollow part serves as the raw water distribution part 7, into which the inflow perforated pipe 20 connected to the raw water inflow pipe 9 is inserted, and the side perforated plate A plurality of outflow nozzles 12 are arranged evenly on the tank wall with the outer periphery of the tank 4 serving as a treated water collecting section 8, and its operation is similar to that of the embodiment shown in FIGS. 1 and 2.
更に本考案の他の実施例として、第3図及び第
4図示例とは逆に、側部多孔板4の外側周囲を原
水分配部として槽壁に流入ノズルを配設し、中空
部を処理水集水部として内部に集水多孔管を挿入
するように変更することもできる。 Furthermore, as another embodiment of the present invention, contrary to the examples shown in FIGS. 3 and 4, an inflow nozzle is arranged on the tank wall with the outer periphery of the side perforated plate 4 as a raw water distribution part, and the hollow part is treated. It can also be modified to insert a water collection porous pipe inside as a water collection part.
このように、本考案では原水中のSSの捕捉量
が従来法に比べてはるかに優れたスポンジをろ材
として使用し、ろ過時に表面ろ過ではなく体積ろ
過になるためにろ材を有効に利用し、水平ろ過を
採用することによつて設置スペースは大巾に削減
される。また、ろ材の洗浄を水、空気併用洗浄と
し、空気をろ材下部から流入させてろ材内に捕捉
されたSS分をろ材間の微細空気の通過及びそれ
による振動によつてろ材から容易に剥離し、洗浄
水にてろ材から排出する。 In this way, the present invention uses a sponge as a filter medium, which has a far superior capture amount of SS in raw water compared to conventional methods, and effectively utilizes the filter medium to perform volumetric filtration rather than surface filtration during filtration. By adopting horizontal filtration, the installation space is greatly reduced. In addition, the filter medium is cleaned using a combination of water and air, allowing air to flow in from the bottom of the filter medium, allowing the SS trapped within the filter medium to be easily peeled off from the filter medium through the passage of fine air between the filter mediums and the resulting vibrations. , drain from the filter media with washing water.
更に、通常、洗浄水は空気と同一方向(上向
流)にて通水してSS分をろ材内から流出させる
もので、下部に位置するろ材から剥離されたSS
分がろ材上部より流出するまでの時間が洗浄時間
として必要となるが、本考案の水平流ろ過の場合
には、ろ材層の水平断面積より垂直断面積が大き
くとれ、洗浄水をろ材層に対して水平方向に通水
するために、洗浄時間も短縮される。また、必要
洗浄空気量についても、従来法の垂直流と本考案
の水平流とを比較すれば、
従来ろ過数 本考案ろ過機
ろ過面積 5m×5m=25m2 同 左
ろ過層厚 600mm 同 左
洗浄必要面積
5m×5m=25m2 5m×0.6m=3m2
必要空気量比 25/3=8.3:1
となり、本考案による必要空気量は従来法に比べ
て大巾に軽減される。 Furthermore, normally, the cleaning water flows in the same direction as the air (upward flow) to cause the SS component to flow out from inside the filter media, and the SS separated from the filter media located at the bottom is
The washing time requires time for the water to flow out from the top of the filter media, but in the case of the horizontal flow filtration of this invention, the vertical cross-sectional area of the filter media layer is larger than the horizontal cross-sectional area of the filter media layer, and the washing water flows into the filter media layer. On the other hand, since the water flows horizontally, the cleaning time is also shortened. In addition, regarding the required amount of cleaning air, if we compare the vertical flow of the conventional method and the horizontal flow of the present invention, we can see that: Conventional filtration number Filtration area of the present filtration device 5 m x 5 m = 25 m 2 Same left filtration layer thickness 600 mm Same left cleaning Required area
5m x 5m = 25m 2 5m x 0.6m = 3m 2 Required air volume ratio 25/3 = 8.3:1, and the amount of air required by this invention is greatly reduced compared to the conventional method.
以上述べたように本考案によれば、次に列挙す
るような極めて有益なる効果を有するものであ
る。
As described above, the present invention has extremely beneficial effects as listed below.
スポンジろ材により高濁度原水に対応できる
ばかりでなく、水平流ろ過を採用することによ
り、設置スペースも極めて削減される。 Not only can it handle highly turbid raw water using sponge filter media, but the use of horizontal flow filtration also greatly reduces installation space.
洗浄水を水平に流すことにより、ろ材内の
SS分が短時間で排出され、洗浄時間が短くて
済む。 By flowing the cleaning water horizontally, the inside of the filter medium can be
SS content is discharged in a short time, reducing cleaning time.
洗浄水量については、従来の砂ろ過では砂層
を膨脹させるのに必要な水量が必要であつた
が、本考案ではスポンジをろ材としてあるから
空気洗浄を主として洗浄水はSS分の排出のみ
に使用されるため、従来法より少なくて済み、
たとえ洗浄水通過面積が垂直流方式に比べて増
大しても洗浄水量としては大巾な増加にはなら
ない。 Regarding the amount of washing water, conventional sand filtration requires the amount of water necessary to expand the sand layer, but in the present invention, since a sponge is used as the filter medium, the washing water is mainly used for air cleaning, and the washing water is used only for discharging SS. Therefore, it requires less than the conventional method.
Even if the washing water passage area increases compared to the vertical flow method, the amount of washing water will not increase significantly.
ろ材層の水平断面積を垂直断面積より小さく
することができるから、空気洗浄に要する空気
量が大巾に軽減され、付属するコンプレツサ
ー、ブロアー類の容量が小さくて済み、省エネ
ルギーとなる。 Since the horizontal cross-sectional area of the filter layer can be made smaller than the vertical cross-sectional area, the amount of air required for air cleaning is greatly reduced, and the capacity of the attached compressor and blower can be small, resulting in energy savings.
第1図は本考案の一実施例を示す縦断面図、第
2図はその平面図、第3図は本考案の他の実施例
を示す縦断面図、第4図はその平面図である。
1……槽本体、2……上部多孔板、3……下部
多孔板、4……側部多孔板、5……スポンジろ
材、6……平板、7……原水分配部、8……処理
水集水部、9……原水流入管、10……流入ノズ
ル、11……処理水流出管、12……流出ノズ
ル、13……洗浄水流入管、14……洗浄排水
管、15,17……分岐管、16……洗浄水用ノ
ズル、18……洗浄排水用ノズル、19……散気
装置、20……流入多孔管、V1……原水流入弁、
V2……処理水流出弁、V3……洗浄水流入弁、V4
……洗浄排水弁、V5……上部洗浄弁、V6……上
部排水弁、V7……空気流入弁。
Fig. 1 is a longitudinal sectional view showing one embodiment of the present invention, Fig. 2 is a plan view thereof, Fig. 3 is a longitudinal sectional view showing another embodiment of the invention, and Fig. 4 is a plan view thereof. . 1... Tank body, 2... Upper perforated plate, 3... Lower perforated plate, 4... Side perforated plate, 5... Sponge filter material, 6... Flat plate, 7... Raw water distribution section, 8... Treatment Water collection section, 9... Raw water inflow pipe, 10... Inflow nozzle, 11... Treated water outflow pipe, 12... Outflow nozzle, 13... Washing water inflow pipe, 14... Washing drain pipe, 15, 17... ...Branch pipe, 16...Washing water nozzle, 18...Washing water nozzle, 19...Aeration device, 20...Inflow porous pipe, V1 ...Raw water inflow valve,
V 2 ... Processed water outflow valve, V 3 ... Washing water inflow valve, V 4
...Washing drain valve, V 5 ... Upper washing valve, V 6 ... Upper drain valve, V 7 ... Air inflow valve.
Claims (1)
多孔体の側面に原水分配部を形成すると共にそ
の反対側の側面に処理水集水部を形成し、前記
原水分配部又は処理水集水部の一方に洗浄水流
入管を連結すると共に他方に洗浄排水管を連結
し、原水及び洗浄水の通水を切替え可能に構成
し、さらに前記スポンジろ材の下部に散気装置
を配備したことを特徴とする清澄ろ過装置。 (2) 前記多孔体が中空筒状形であつて、その中空
部を前記原水分配部とし外周部を前記処理水集
水部としたものである実用新案登録請求の範囲
第1項記載の清澄ろ過装置。 (3) 前記多孔体が中空筒状形であつて、その外周
部を前記原水分配部とし中空部を前記処理水集
水部としたものである実用新案登録請求の範囲
第1項記載の清澄ろ過装置。[Claims for Utility Model Registration] (1) A sponge filter medium is held in a tank by a porous body, and a raw water distribution section is formed on the side of the porous body, and a treated water collection section is formed on the opposite side. A wash water inflow pipe is connected to one of the raw water distribution section or the treated water collection section, and a wash water drain pipe is connected to the other, so that the passage of raw water and wash water can be switched, and the sponge filter medium A clarifying filtration device characterized by having an air diffuser installed at the bottom. (2) The clarifier according to claim 1, wherein the porous body has a hollow cylindrical shape, and the hollow part is the raw water distribution part and the outer peripheral part is the treated water collection part. Filtration device. (3) The clarifier according to claim 1, wherein the porous body has a hollow cylindrical shape, and the outer peripheral part is the raw water distribution part and the hollow part is the treated water collection part. Filtration device.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11456486U JPH055922Y2 (en) | 1986-07-28 | 1986-07-28 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11456486U JPH055922Y2 (en) | 1986-07-28 | 1986-07-28 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6320905U JPS6320905U (en) | 1988-02-12 |
JPH055922Y2 true JPH055922Y2 (en) | 1993-02-16 |
Family
ID=30997418
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11456486U Expired - Lifetime JPH055922Y2 (en) | 1986-07-28 | 1986-07-28 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH055922Y2 (en) |
-
1986
- 1986-07-28 JP JP11456486U patent/JPH055922Y2/ja not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPS6320905U (en) | 1988-02-12 |
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