JP2590515Y2 - A device for preventing circulation flow by air bubbles in a gravity filtration pond - Google Patents

A device for preventing circulation flow by air bubbles in a gravity filtration pond

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Publication number
JP2590515Y2
JP2590515Y2 JP1992073276U JP7327692U JP2590515Y2 JP 2590515 Y2 JP2590515 Y2 JP 2590515Y2 JP 1992073276 U JP1992073276 U JP 1992073276U JP 7327692 U JP7327692 U JP 7327692U JP 2590515 Y2 JP2590515 Y2 JP 2590515Y2
Authority
JP
Japan
Prior art keywords
raw water
pond
air bubbles
gravity filtration
bubbles
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
Application number
JP1992073276U
Other languages
Japanese (ja)
Other versions
JPH0631805U (en
Inventor
一彦 大和田
雅孝 白土
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.)
Organo Corp
Original Assignee
Organo 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 Organo Corp filed Critical Organo Corp
Priority to JP1992073276U priority Critical patent/JP2590515Y2/en
Publication of JPH0631805U publication Critical patent/JPH0631805U/en
Application granted granted Critical
Publication of JP2590515Y2 publication Critical patent/JP2590515Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、各種の水処理に使用さ
れる重力式濾過池(吸着池を含む)の改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of a gravity filtration pond (including an adsorption pond) used for various kinds of water treatment.

【0002】[0002]

【従来の技術】従来、例えば浄水処理用の重力式濾過池
として、図4に示すように池本体(a)の内部に粒状濾
材(b)を所要厚さに充填し、該濾過池の外側上部に配
置された原水供給路(c)より越流セキ(d)を越流し
た原水を重力により原水流入管(e)内に流下させて池
本体一側壁の流入口(f)から池内に流入させる構造の
ものが広く用いられている。
2. Description of the Related Art Conventionally, for example, as a gravity filtration pond for water purification treatment, a granular filter medium (b) is filled into a pond body (a) to a required thickness as shown in FIG. The raw water that has flowed over the overflow seki (d) from the raw water supply channel (c) arranged at the upper part is caused to flow down into the raw water inflow pipe (e) by gravity, and from the inlet (f) on one side wall of the pond main body into the pond. Those having a structure that allows inflow are widely used.

【0003】[0003]

【考案が解決しようとする課題】しかし、従来の重力式
濾過池では、原水供給路(c)から越流した原水が原水
流入管(e)内に流入する際に空気を巻きこんで気泡化
させつつ流下するので、原水が流入口(f)より池内に
流入したとき、気泡を池内原水中に放出し、この放出気
泡が池内原水中を上昇することにより局部的な上昇流を
生起させ、それにより図4に矢印で示すように池内一側
で上昇し、ついで水面を他側へ、ついで他側で降下し、
ついで濾材(b)上面を一側へ流れる循環流が発生し、
この循環流によって濾材(b)が次第に一側がわへ寄せ
られていき、遂には仮想線で示すように充填厚さに著し
い不均一が生じて濾過作用の低下を招く欠点があった。
この欠点は、特に粒状濾材として活性炭やアンスラサイ
ト等の比重が小さく、移動し易いものを使用した場合、
上記循環流による濾材の片寄せが容易に行われる故に著
しく、また濾過工程初期における越流セキと池内水位と
の水位差が大きい自然平衡型濾過池の場合、空気の巻き
こみが激しい故に大きいものとなっていた。
However, in the conventional gravity filtration pond, when the raw water flowing from the raw water supply passage (c) flows into the raw water inflow pipe (e), the raw water is entrained in air to form bubbles. As the raw water flows down into the pond from the inflow port (f), the bubbles are released into the raw water in the pond, and the released bubbles rise in the raw water in the pond, causing a local upward flow. As a result, as shown by an arrow in FIG. 4, the water rises on one side of the pond, then the water surface goes down to the other side, and then goes down on the other side,
Next, a circulating flow is generated that flows to one side on the upper surface of the filter medium (b),
Due to this circulation flow, the filter medium (b) gradually moves to one side, and as a result, as shown by the phantom line, there is a disadvantage that the packing thickness becomes extremely non-uniform and the filtering action is reduced.
This drawback is particularly when using a granular filter medium such as activated carbon or anthracite that has a low specific gravity and is easy to move.
It is remarkable because the biasing of the filter medium by the circulating flow is easily performed, and in the case of a natural equilibrium filtration pond in which the water level difference between the overflow seki and the pond water level in the initial stage of the filtration process is large, it is large because the air entrainment is severe. Had become.

【0004】その対策として、原水中の空気を分離する
装置を池外に設ける方法や上記原水流入管の径を大きく
し管内流速を下げて空気の巻きこみを防ぐ方法が考えら
れるが、前者は装置が大型で、強度を必要とし、後者は
原水流入管及び流入弁が大口径となり、いずれの方法も
設備費がかさむ難点がある。
[0004] As a countermeasure, a method of providing an apparatus for separating air in raw water outside the pond or a method of increasing the diameter of the raw water inflow pipe and reducing the flow velocity in the pipe to prevent air entrapment can be considered. However, these methods are large and require strength, and the latter has a problem that the raw water inflow pipe and the inflow valve have large diameters, and both methods increase the equipment cost.

【0005】本考案は、簡略な構造をもって上記循環流
の発生を抑制し、濾材の片寄りを防止することを課題と
する。
SUMMARY OF THE INVENTION It is an object of the present invention to suppress the occurrence of the circulating flow with a simple structure and to prevent the filter medium from shifting.

【0006】[0006]

【課題を解決するための手段】上記課題を解決する手段
として、本考案は、内部に濾材や吸着材を所要厚さに充
填された池本体内の原水中に、気泡を含む原水を原水流
入管を通して原水流入口より供給する重力式濾過池にお
いて、上記原水流入口から池内原水中に放出され上昇す
る気泡を隔離状態で案内すべく池内原水中から少くとも
池内原水水面まで延長する上下両端開口の気泡隔離筒を
設けた、重力式濾過池における気泡による循環流防止装
置を提案する。
As a means for solving the above-mentioned problems, the present invention relates to a raw water in a pond body filled with a filter material and an adsorbent to a required thickness, and a raw water containing bubbles is supplied to a raw water inflow pipe. At the gravity type filtration pond supplied from the raw water inlet through the upper and lower ends of the upper and lower openings that extend from the raw water in the pond to at least the surface of the raw water in the pond, in order to guide bubbles rising from the raw water inlet into the pond raw water in an isolated state We propose a device to prevent circulating flow caused by air bubbles in a gravity filter with an air bubble isolation tube.

【0007】本考案における上記「濾過池」とは、吸着
池をも含む用語として使用される。以下図面を参照して
本考案の実施例について説明する。
[0007] In the present invention, the above "filtration pond" is used as a term including an adsorption pond. Hereinafter, embodiments of the present invention will be described with reference to the drawings.

【0008】[0008]

【実施例】図1において、上面を開放した箱形の池本体
(1)の内部に濾材枠(2)を形成し、該濾材枠(2)
内の底部に濾床(3)を配設し、その上に活性炭、アン
スラサイト、砂等の粒状濾材を所要厚さに充填して濾材
層(4)を形成し、この池本体(1)の一側壁底部寄り
に、上記濾床(3)に開通する処理水流出口(5)を設
け、これに処理水流出管(6)を接続してあり、一方、
池本体(1)の他側の高位置に、原水を導くべき原水供
給路(7)を設置すると共に、該供給路(7)の一側に
越流セキ(8)を介して越流槽(9)を連設し、該越流
槽(9)の底面に開設した流出口(10)に原水流入管
(11)の一端を接続して垂下すると共に、該流入管
(11)の他端を、上記池本体(1)の他側壁中間位置
に開設された原水流入口(12)に接続してある。(1
3)は上記流入管(11)の中間に接続された原水流入
弁である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIG. 1, a filter medium frame (2) is formed inside a box-shaped pond main body (1) having an open upper surface, and the filter medium frame (2) is formed.
A filter bed (3) is arranged at the bottom of the inside, and a granular filter medium such as activated carbon, anthracite, sand or the like is filled to a required thickness to form a filter medium layer (4). Near the bottom of one side wall, there is provided a treated water outlet (5) opening to the filter bed (3), to which a treated water outlet pipe (6) is connected.
A raw water supply path (7) for guiding raw water is installed at a high position on the other side of the pond main body (1), and an overflow tank is provided on one side of the supply path (7) through an overflow overflow (8). (9) is connected, one end of the raw water inflow pipe (11) is connected to an outlet (10) opened at the bottom of the overflow tank (9), and the outlet is dropped. The end is connected to the raw water inlet (12) opened at the middle of the other side wall of the pond main body (1). (1
3) is a raw water inflow valve connected to the middle of the inflow pipe (11).

【0009】上記のような構造の重力式濾過池の池本体
(1)内において、上記原水流入口(12)を有する一
側壁内面に、半円弧状に湾曲された樋状の隔離材(1
4)を、上記流入口(12)を囲む状態で且つ上記流入
口(12)よりも若干下位から水面上に突出する垂直状
態に取付け、それにより該隔離材(14)と池本体側壁
との間に水中から水面上に延長する上下両端開口(1
6)、(17)の気泡隔離筒(15)を形成している。
In the pond main body (1) of the gravity type filtration pond having the above structure, a trough-shaped isolating material (1) curved in a semicircular arc is formed on the inner surface of one side wall having the raw water inlet (12).
4) is mounted in a vertical state surrounding the inflow port (12) and projecting slightly above the water surface from the inflow port (12), whereby the separating member (14) and the side wall of the pond main body are connected. The upper and lower openings (1
6) and (17) of the bubble isolation cylinder (15) are formed.

【0010】今、原水供給路(7)から越流セキ(8)
を越流して越流槽(9)内に流入した原水が、流出口
(10)より空気を巻きこみつつ原水流入管(11)を
経て流入口(12)より気泡を放出しつつ隔離筒(1
5)内に流入すると、放出された気泡は気泡隔離筒(1
5)内を直ちに上昇するが、上記気泡隔離筒(15)内
の水面が隔離材(14)によって該気泡隔離筒(15)
外の池内水面と隔離されているため、上記気泡の上昇に
よる池内全体に及ぶ循環流は生起されることがなく、し
たがって濾材層(4)に悪影響を与えることはない。上
記隔離筒(15)内を上昇する気泡は隔離筒上端の開口
(16)を経て大気中に放出され、また隔離筒(15)
内に流入し、気泡を分離された原水は下端の開口(1
7)を経て池内原水に合流する。
[0010] Now, Seki (8) overflowing from the raw water supply channel (7)
The raw water flowing into the overflow tank (9) after flowing through the raw water inflow pipe (11) while discharging air bubbles from the inflow port (12) while entraining air from the outflow port (10).
5) When the air bubbles flow into the space, the released air bubbles are released from the air bubble isolating tube (1).
5) As soon as it rises inside, the water surface in the bubble isolating tube (15) is raised by the isolating material (14).
Since it is isolated from the outside water surface in the pond, the circulation flow over the entire pond due to the rise of the air bubbles is not generated, and therefore, the filter medium layer (4) is not adversely affected. Bubbles rising in the isolation cylinder (15) are released into the atmosphere through the opening (16) at the upper end of the isolation cylinder, and are also released to the isolation cylinder (15).
The raw water that has flowed into the chamber and separated bubbles is
Merge with Ikeuchi raw water through 7).

【0011】なお、上記隔離材(14)の池内水面より
比較的水深の深い位置の側壁に、多数の孔またはスリッ
トを開設し、隔離筒(15)内に流入し、気泡を分離さ
れた原水の一部または大部分が該孔またはスリットから
池内原水に合流するようにしてもよい。
A large number of holes or slits are formed in the side wall of the separating member (14) at a position relatively deeper than the water surface in the pond, and the raw water flows into the separating cylinder (15) and is separated from the bubbles. Or a large part of the water may merge with the raw water in the pond from the hole or the slit.

【0012】図2の他の実施例は、原水流入管(11
a)を直接池内へ垂下すると共に、下端開口(17a)
し、閉成上端に小開口(16a)をあけた円筒状隔離材
(14a)を上記流入管(11a)の外周に同心的に取
付け、他の構造は図1と実質的に同一の例である。
Another embodiment of FIG. 2 is a raw water inflow pipe (11).
a) directly into the pond and the lower end opening (17a)
Then, a cylindrical separator (14a) having a small opening (16a) at the closed upper end is attached concentrically to the outer periphery of the inflow pipe (11a), and the other structure is substantially the same as that of FIG. is there.

【0013】図3のさらに他の実施例は、原水流入管
(11b)の先端部を池内へ進出させて流入口(12
b)を上向きに屈曲し、また濾材層(4b)は池本体
(1b)の内部全面に充填し、他の構造は図1と実質的
に同一の例である。
In another embodiment shown in FIG. 3, the distal end of the raw water inflow pipe (11b) is advanced into the pond and the inflow port (12).
b) is bent upward, and the filter medium layer (4b) fills the entire inner surface of the pond body (1b), and other structures are substantially the same as those in FIG.

【0014】[0014]

【考案の効果】この考案の重力式濾過池における気泡に
よる循環流防止装置によれば、池内に気泡隔離筒を設け
るだけの簡単な構造によって池内における気泡による循
環流の発生を抑制し、従来濾過池にみられた濾材の片寄
りを防止することができる。
According to the device for preventing circulation flow by bubbles in the gravity filtration pond of the invention, the generation of the circulation flow by bubbles in the pond is suppressed by a simple structure in which a bubble isolation tube is simply provided in the pond. It is possible to prevent the filter medium from being biased in the pond.

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

【図1】本考案を実施した濾過池の一部切欠縦断正面図
である。
FIG. 1 is a front view, partially cut away, of a filtration pond in which the present invention is implemented.

【図2】他の実施例の縦断正面図である。FIG. 2 is a longitudinal sectional front view of another embodiment.

【図3】さらに他の実施例の一部切欠縦断正面図であ
る。
FIG. 3 is a partially cut-away vertical front view of still another embodiment.

【図4】従来濾過池の略線縦断正面図である。FIG. 4 is a schematic vertical front view of a conventional filtration pond.

【符号の説明】[Explanation of symbols]

1、1a、1b 池本体 4、4a、4b 濾材層 11、11a、11b 原水流入管 12、12a、12b 原水流入口 15、15a、15b 気泡隔離筒 16、16b、17、17a、17b 開口 16a 小開口 1, 1a, 1b Pond main body 4, 4a, 4b Filter media layer 11, 11a, 11b Raw water inlet pipe 12, 12a, 12b Raw water inlet 15, 15a, 15b Bubble isolation cylinder 16, 16b, 17, 17a, 17b Opening 16a Small Opening

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 内部に濾材や吸着材を所要厚さに充填さ
れた池本体内の原水中に、気泡を含む原水を原水流入管
を通して原水流入口より供給する重力式濾過池におい
て、 上記原水流入口から池内原水中に放出され上昇する気泡
を隔離状態で案内すべく池内原水中から少くとも池内原
水水面まで延長する上下両端開口の気泡隔離筒を設け
た、 重力式濾過池における気泡による循環流防止装置。
1. A gravity filtration pond for supplying raw water containing air bubbles from a raw water inlet through a raw water inflow pipe into raw water in a pond body filled with a filter medium and an adsorbent to a required thickness. Circulating flow due to air bubbles in a gravity filtration pond equipped with bubble isolation cylinders with upper and lower openings that extend from the raw water in the pond to at least the surface of the raw water in the pond to guide the bubbles released from the inlet into the raw water in the pond in an isolated state Prevention device.
JP1992073276U 1992-09-29 1992-09-29 A device for preventing circulation flow by air bubbles in a gravity filtration pond Expired - Lifetime JP2590515Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1992073276U JP2590515Y2 (en) 1992-09-29 1992-09-29 A device for preventing circulation flow by air bubbles in a gravity filtration pond

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1992073276U JP2590515Y2 (en) 1992-09-29 1992-09-29 A device for preventing circulation flow by air bubbles in a gravity filtration pond

Publications (2)

Publication Number Publication Date
JPH0631805U JPH0631805U (en) 1994-04-26
JP2590515Y2 true JP2590515Y2 (en) 1999-02-17

Family

ID=13513472

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1992073276U Expired - Lifetime JP2590515Y2 (en) 1992-09-29 1992-09-29 A device for preventing circulation flow by air bubbles in a gravity filtration pond

Country Status (1)

Country Link
JP (1) JP2590515Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017086411A1 (en) * 2015-11-19 2017-05-26 株式会社神鋼環境ソリューション Water treatment device
JP6244444B1 (en) * 2016-12-20 2017-12-06 株式会社神鋼環境ソリューション Water treatment equipment

Also Published As

Publication number Publication date
JPH0631805U (en) 1994-04-26

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