JPS5858118A - Open type gravitational filtration basin - Google Patents

Open type gravitational filtration basin

Info

Publication number
JPS5858118A
JPS5858118A JP56157029A JP15702981A JPS5858118A JP S5858118 A JPS5858118 A JP S5858118A JP 56157029 A JP56157029 A JP 56157029A JP 15702981 A JP15702981 A JP 15702981A JP S5858118 A JPS5858118 A JP S5858118A
Authority
JP
Japan
Prior art keywords
water
filtration
pipe
culvert
chamber
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
JP56157029A
Other languages
Japanese (ja)
Other versions
JPH0237203B2 (en
Inventor
Koki Kato
加藤 幸喜
Hiromoto Uejima
植嶋 宏元
Tomonari Kakishita
垣下 智成
Yoshitada Otani
大谷 嘉忠
Nobuaki Takagi
伸明 高木
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 JP56157029A priority Critical patent/JPS5858118A/en
Publication of JPS5858118A publication Critical patent/JPS5858118A/en
Publication of JPH0237203B2 publication Critical patent/JPH0237203B2/ja
Granted legal-status Critical Current

Links

Abstract

PURPOSE:To automatically dispose initial water of filtration having possibility containing foreign matters by a relatively simple structure, in a filtration basin using the filtrate of the adjacent filtration basin as washing water, by specifically providing a water disposing and washing water siphon tube and a water collecting ditch. CONSTITUTION:A lower water collecting chamber 4, a water drainage ditch 13 and water disposing and washing water spihon pipes 15, 16 respectively opened to a water collecting ditch 5 in communication with the chamber 4 and each adjacent water collecting ditches are provided. In addition, the ditch 5 is divided into the side of the chamber 4 and the side of a filtrate weir 18 including the pipe 16 and a partition plate 6 lower than the weir 18 is provided. When a filter floor 2 is got into filtration difficulty due to the accumulation of foreign matters, a backwashing water drainage siphon pipe 12 and the pipe 16 are acted to release the action of a raw water inflow siphon pipe 10. By this mechanism, water in a water drainage chamber 11 is discharged in the order of the ditch 13 a weir 21 a pipe 14 and, when the water level of the filtration basin 1 is fallen bellow the upper end of the weir 18, washing water from the ditch 5 is flowed in the order of an orifice 22 the chamber 4 a water passing plate 3 the basin 1 to wash the floor 2 and discharged along the route of a trough 7 a chamber 11 the pipe 12. After washing, the action of the pipe 12 is released and the pipe 10 is acted and, when the water level in the basin 1 is flushed with the weir 8, the action 16 is released. Subsequently, the pipe 15 is acted and initial water of filtration is discharged from the chamber 4 by the ditch 13.

Description

【発明の詳細な説明】 本発明は、開放型−力式濾過地の改良に関するもので、
その目的とするところは濾材洗浄後の1過動期に、X物
を含有した濾過水の捨水を容易に行いうる濾過池を提供
することにある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an improvement in an open-force type filtration system.
The purpose is to provide a filtration pond that can easily discard filtrate containing X substance during one transit period after cleaning the filter medium.

従来、開放型恵方式濾過池において、濾過を継続して長
時間行うと、原水中の異物が一床表rIIJに堆積して
濾床を閉塞し、一過の続行が内鍵となる。
Conventionally, when filtration is continued for a long time in an open type filtration basin, foreign matter in the raw water accumulates on the bed surface rIIJ, clogging the filter bed, and the key is to continue filtration.

そこで1過抵抗の増大によるc1過水位の上昇を検知し
、濾過速度の5倍から10倍はどの流量の水を下部集水
室に送り込み、1床を十分に展開させ。
Therefore, a rise in the c1 overflow level due to an increase in overflow resistance is detected, and a flow rate of water that is 5 to 10 times the filtration rate is sent to the lower water collection chamber to fully expand one bed.

瀘X表面に堆積した異物や直材をこ付着した濁質を脱離
し、洗い流して除去する逆洗を来施する。逆流後−過工
程に移行する際、濾床・は十分安定していないため、4
過初期の1過水中には異物を含有する可能性があり、従
ってm岸が十分安定するまで捨水し、その後、採水する
のが逼哀しい。
Backwashing is performed to remove and wash away foreign matter and suspended solids that have accumulated on the surface of the filter. After reflux - When moving to the filtration process, the filter bed is not stable enough, so 4.
There is a possibility that foreign matter may be contained in the initial overflow water, so it is difficult to discard the water until the m shore is sufficiently stable and then sample the water.

しかしながら、サイフオン管を利用して一過。However, it was only temporary using the siphon tube.

濾過池の構成や費用の点から自動的にしかも確冥に捨水
を行わすことは困雌であった0例えば洗浄水を他の濾過
池から補給する。集水渠が共通の濾過池にあっては、捨
水をする代りに濾過初期を低速−過で行ったり、異物を
含む濾過水を他の濾過池の濾過水で希釈したりする方法
が用いられている。また特公昭54−20029号のよ
うに捨水サイフオン管により、捨水工程を自動的に行わ
せているものもあるが、洗浄水を貯留するための洗浄氷
室や洗浄水補給用の装置を設けなければならず、設備費
用が増加する。
In view of the structure and cost of the filter basin, it is difficult to automatically and precisely discard water. For example, wash water is replenished from another filter basin. For filter ponds with a common water collection channel, instead of discarding water, methods are used such as performing the initial stage of filtration at a low speed, or diluting filtrate containing foreign substances with filtrate water from other filter ponds. ing. In addition, there are some systems, such as the one disclosed in Special Publication No. 54-20029, in which the water disposal process is automatically carried out using a waste water siphon pipe, but a washing ice chamber for storing washing water and a device for replenishing washing water are installed. equipment costs will increase.

本発明者らは上記の欠点を解消し、洗浄水として隣接す
る他の濾過池の濾過水を利用するl$1過池において、
自動的かつWi寮に捨水を行わせるよう鋭意検d(を行
った結果1本発明を完成するに至ったものである。
The present inventors solved the above-mentioned drawbacks and created a 1$1 filtration basin that uses filtrate water from other adjacent filtration basins as washing water.
The present invention was completed as a result of extensive research into how to automatically dispose of water in the Wi dormitory.

すなわち本発明は、複数の濾過池を隔壁にて区割して列
設し、かつ各1過池に対し共通の原水渠。
That is, in the present invention, a plurality of filtration basins are divided by partition walls and arranged in a row, and each filtration basin has a common raw water conduit.

排水渠、濾過水渠を配備し、さらに前記各−過池には、
下部集水室を区割する通水板上に濾床を設濾過池下部と
原水渠とを連通ずる原水流入サイアを排水−内に関口し
た逆洗排水サイフオン管を配置 愉した開放型重カー過池において、一端を下部集水室に
接続し、他端を排水渠内に開口した捨水サイフオン管、
下部集水室と連通ずる集水渠と隣接する各集水渠とに開
口する洗浄水サイフオン管、及菫 び前記集水渠を下部集水側と該洗浄水サイフオン管を含
む關過水堰側とに2分し、高さが濾過水増より低い隔板
を配置することを特徴とする開放型重力式濾過池である
A drainage ditch and a filtration ditch are installed, and each of the above-mentioned filter basins is equipped with:
A filter bed is installed on the water passage plate that divides the lower water collection chamber.The raw water inflow sire that connects the lower part of the filter basin and the raw water conduit is drained.This is an open type heavy car with a backwash drainage siphon pipe installed at the entrance. In the over pond, a wastewater siphon pipe with one end connected to the lower water collection chamber and the other end opened into the drain;
A water collection culvert that communicates with the lower water collection chamber and a wash water siphon pipe that opens into each adjacent water collection culvert, and the water collection culvert is connected to the lower water collection side and the overwater weir side that includes the wash water siphon pipe. This is an open type gravity filtration basin characterized by dividing the basin into two parts and arranging a partition plate whose height is lower than the filtration water level.

以下本発明を図面tこ示す冥施例により詳細に説明する
Hereinafter, the present invention will be explained in detail with reference to the embodiments shown in the drawings.

第1図及び第2図において、開放型−過池(1)が隔壁
(26)をへたてて複数0[!設されており、各濾過池
(1)内部には通水板(6)により支持された濾床(2
)があり、m床(2)の上部には排水トップ(7)がD
i3備されている。−過池(1)の上部には原水配管(
8)を接続した各濾過池(1)に共通の原水采(9)が
あり、原水流入サイフオン管(10)により各濾過池と
連通している。
In FIGS. 1 and 2, an open-type overflow pond (1) has a partition wall (26) flattened and a plurality of 0[! Inside each filtration basin (1) there is a filter bed (2) supported by a water passage plate (6).
), and the drain top (7) is located above the m floor (2).
i3 is equipped. - At the top of the filter pond (1) is the raw water pipe (
There is a common raw water tank (9) in each of the filter basins (1) connected to the filter basins (1), and it communicates with each filter basin through a raw water inflow siphon pipe (10).

濾過池(1)の外柵には、排水管(14)を接続した各
−過池に共通の排水渠(13)があり、遊廓排水サイフ
オン管(12)により各−過池(1)内部の排水室(1
1)と前記排水渠(15)と連通している。また各濾過
池の下部集水室(4)は通水板(3)の下部に設けられ
、隔壁(24)により排水室(11)と隔てられた側に
は、他端が排水渠(16)内に開口した捨水サイフオン
管(15)が接続されている。なお前記排水渠(13)
Cは排水管(14)を接続した近くに排水層(21)を
設け、逆洗排水サイフオン管(15)並びに捨水サイフ
オン管(15)を水封している。一方下部集水室(4)
の他側下部には集水渠(5)にdする孔(22)がある
、各濾過池の集水m (5) K:は隔i! (17)
で隔てた隣接の濾過池(1)の集水渠(5)と連通ずる
洗浄水サイフオン管(16)を配置すると共に、集水渠
(5)の外側に設けられた各−過池(1)に共通な濾過
水渠(19)との間に設置されて前記排水トフ7(7)
より集水渠(5)の水位を高位に維持する1過水4 (
18) 、及び濾過水4(18)よりも低位で下部集水
室(4)備と洗浄水サイフオン管(16)を含む濾過水
増(18)−と#C該集水tikT5)を2分する隔板
(6)を設けている。なお前記tli過水渠(19)に
は濾過水管(20)が接続されている。
On the outer fence of the filtration basin (1), there is a common drain (13) for each filtration basin connected to a drainage pipe (14), and the inside of each filtration basin (1) is connected by a playground drainage siphon pipe (12). drainage room (1
1) and the drainage culvert (15). In addition, the lower water collection chamber (4) of each filtration basin is provided at the lower part of the water passage plate (3), and on the side separated from the drainage chamber (11) by the partition wall (24), the other end is connected to the drainage culvert (16 ) is connected to a waste water siphon pipe (15) which is open inside. In addition, the drainage culvert (13)
In C, a drainage layer (21) is provided near where the drainage pipe (14) is connected, and the backwash drainage siphon pipe (15) and the waste water siphon pipe (15) are sealed against water. On the other hand, the lower water collection room (4)
At the bottom of the other side, there is a hole (22) that connects to the water collection channel (5). (17)
A wash water siphon pipe (16) is arranged to communicate with the water collection conduit (5) of the adjacent filtration pond (1) separated by The drainage top 7 (7) is installed between the common filter water drain (19)
1 to maintain the water level in the water collection culvert (5) at a higher level 4 (
18), and the filtrate water increase (18)-, which is lower than the filtrate water 4 (18) and includes the lower water collection chamber (4) and the wash water siphon pipe (16), and #C the water collection tikT5) for 2 minutes. A partition plate (6) is provided. Note that a filtration water pipe (20) is connected to the tli water conduit (19).

本発明の濾過池において、原水配管(8)から原水* 
(91K流入した原水は、流入サイフオン(10)内に
真空を発生させることにより、濾過池(1)内に流下す
る。原水は1床(2)内を通過する間v−1過され。
In the filtration basin of the present invention, raw water *
(91K The inflowing raw water flows down into the filtration basin (1) by generating a vacuum in the inflow siphon (10). The raw water is filtered by v-1 while passing through one bed (2).

通水板(5)を経て下部集水室(4)に入る。濾過水は
孔(22)から集水渠(5)内に入り、濾過水増(18
)をオーバーフローして各1過池共通の濾過水渠(19
)から。
It enters the lower water collection chamber (4) through the water passage plate (5). The filtered water enters the water collection channel (5) through the hole (22), and the filtered water increases (18
) overflows to the common filtration water conduit (19
)from.

濾過水管(20)を通り配水される。Water is distributed through a filtered water pipe (20).

ある濾過池において濾過が長時間継続されると。When filtration continues for a long time in a certain filter basin.

原水中の異物が1床(2)表面へ堆積し、濾過を継続す
ることが困蝿になる。そこで、III過抵抗抵抗り上昇
する水位をあらかじめ設定した水位計(図示せず、)I
Cより検知し、逆洗排水サイフオン管(12)内を真空
にして、該サイフオン管(12)内にサイフオンを形成
させる。また−過池(1)の集水渠(5)内に設置した
洗浄水サイフオン管(16)内を真空にして該サイフオ
ン管(16)内1cサイフオンを形成させる。
Foreign matter in the raw water accumulates on the surface of bed 1 (2), making it difficult to continue filtration. Therefore, a water level gauge (not shown) I
C, the inside of the backwash drainage siphon pipe (12) is evacuated, and a siphon is formed inside the siphon pipe (12). Further, the inside of the wash water siphon pipe (16) installed in the water collection conduit (5) of the filter basin (1) is evacuated to form a 1c siphon inside the siphon pipe (16).

−万屋水流入サイフォン管(10)内のナイフオンをブ
レークして原水の流入を停止する。濾過池(1)内の排
水室(11)の水は逆洗排水サイフオン管(12)を通
って排水* (15)に入り、いったん貯留された後。
- Break the knife-on in the Yorozuya water inflow siphon pipe (10) to stop the inflow of raw water. The water in the drainage chamber (11) in the filtration basin (1) passes through the backwash drainage siphon pipe (12) and enters the drainage* (15), where it is once stored.

排水層(21)をオーバーフローして排水管り14)よ
り糸外に排出される。濾過池(1)内の水位は低下し。
It overflows the drainage layer (21) and is discharged to the outside of the yarn through the drainage pipe 14). The water level in the filter basin (1) decreases.

+111m水堰(18)以下になると、集水渠(5)か
ら洗浄水が孔(22) 、下部集水室(4)1通水板(
3)を経て濾過池(1)内に逆流し、濾床(2)を展開
し、濾床(2)表面に堆積した異物を脱離、洗い流し、
排水トップ(7)より排水室(11)をへて逆洗−排水
サイアオン(12)により系外に排出される。集水渠(
5)の水位は、濾過を継続中の隣接する濾過池(1)か
ら洗浄水サイフオン管(16)を通じて洗浄水を補給さ
れるので変動はない。
When the water becomes below +111m water weir (18), washing water flows from the water collection culvert (5) to the hole (22) and the lower water collection chamber (4) 1 water passage plate (
3), flows back into the filter basin (1), expands the filter bed (2), removes and washes away foreign matter deposited on the surface of the filter bed (2),
The water is discharged from the drainage top (7) through the drainage chamber (11) to the outside of the system by the backwash-drainage system (12). Water collection culvert (
The water level in step 5) does not fluctuate because wash water is replenished through the wash water siphon pipe (16) from the adjacent filter basin (1) where filtration is continuing.

また濾過を継続中の−!12濾過池(1)、は隔板(6
)により隣接−過池の逆洗の影響もなく通常の濾過が行
える。互に隣接する二つの濾過池が同時に逆流に移行し
洗浄水が不足する場合には、インターロック機能を有す
る装置(図示せず、) ICより、一つの濾過池の逆流
工程への移行を停止させるのが良い。
Also continuing filtration! 12 filtration basin (1), partition plate (6
), normal filtration can be performed without the influence of backwashing of the adjacent filter basin. If two adjacent filtration basins shift to reverse flow at the same time and there is a shortage of wash water, a device with an interlock function (not shown) IC will stop one filtration basin from shifting to the reverse flow process. It is better to let

(12)内のサイフオンをブレークして水の排出を停止
し、原水流入サイフオン管(10)内を真空にしてサイ
フオン形成を行い濾過池(1)内に原水を流入させる。
The siphon in (12) is broken to stop discharging water, and the inside of the raw water inflow siphon pipe (10) is evacuated to form a siphon, and the raw water flows into the filtration basin (1).

しかし濾過池(1)内水位は濾過水堰(18)以下のた
め洗浄水の逆流は継続している。濾過池(1)内水位が
濾過水jll[(18)と同様になった時点で洗浄水サ
イフオン管(16)のサイフオン作用をブレークし。
However, since the water level in the filtration basin (1) is below the filtration weir (18), the backflow of wash water continues. When the water level in the filtration basin (1) becomes similar to that of the filtered water (18), the siphon action of the wash water siphon pipe (16) is broken.

洗浄水の補給を停止する。Stop supplying cleaning water.

次(捨水サイフオン’l (15)内を真空とし、該サ
イフオン管(15)内にサイフオンを形成させ、am−
過期の鷹過水を下部集水室(4)から排水渠(16)内
に排出する。十分捨水した後、捨水サイフオン管(15
)内のサイフオンをブレークして濾過工程に移行する。
Next (waste water siphon'l) Make a vacuum inside the siphon tube (15), form a siphon inside the siphon tube (15), and am-
Excess hawking water is discharged from the lower water collection chamber (4) into the drain (16). After thoroughly discarding the water, use the discard siphon pipe (15
) and move on to the filtration process.

以上のように本発明の開放型重力式濾過池においては、
洗浄水補給のための洗浄水補給設備を設ける必要もなく
、比較的簡単な構造により異物を含有する可能性のある
濾過初期の水を自動的に捨水することができる。
As described above, in the open type gravity filter of the present invention,
There is no need to provide a washing water replenishment facility for replenishing washing water, and water at the initial stage of filtration that may contain foreign matter can be automatically discarded with a relatively simple structure.

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

第1図は本発明の開放型重力式濾過池の平面図。 第2図は第1図のA−A!*縦断縦断子図る。 (1)・−・−過池、(21・−・濾床、(5)−通水
板、(4)−下部集水室、(5)・・・集水渠、(6)
−隔板、(7)−排水トップ。 (8)・・・原水配管、(91・原水渠、(1の一原水
流入すイフォン管、 (11)−排水室、 (12)−
逆洗排水ナイフオン管。 (13)−排水渠、 (14)−排水管、 (15)−
捨水ナイフオン管。 (16)−・洗浄水サイフオン管、 (17)−隔壁、
 (18)−濾過水堰、 (19)−・濾過水染、 (
20)−一過水管、 (21)−排水層。 (22)−・孔である。 特許出願人 ユニチカ株式会社
FIG. 1 is a plan view of an open type gravity filter according to the present invention. Figure 2 is A-A of Figure 1! *Draw a longitudinal section. (1) - Filter basin, (21 - Filter bed, (5) - Water passage plate, (4) - Lower water collection chamber, (5) - Water collection culvert, (6)
- diaphragm, (7) - drain top. (8)... Raw water piping, (91, raw water culvert, (1) Ifon pipe where raw water flows in, (11) - drainage room, (12) -
Backwash drain knife-on pipe. (13)-Drainage culvert, (14)-Drain pipe, (15)-
Waste water knife on tube. (16)-washing water siphon tube, (17)-bulkhead,
(18) - Filtered water weir, (19) - Filtered water dye, (
20) - Transient pipe, (21) - Drainage layer. (22)--It is a hole. Patent applicant Unitika Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] (1) i[数の濾過池を隔壁にて区割して列設し、か
つ各濾過池に対し共通の原水渠、排水渠、−過水渠を配
備し、さらに前記各濾過池には。 下部集水室を区割する通水板上に濾床を設け。 該濾床上方に排水トップを配備すると共に。 濾過池下部と原水渠とを連通する原水流入サイフオン管
及び一端を濾過池排水室下部に開口し他端を排水渠内に
開口した逆洗排水サイ式゛ 7オン管を配備した開放型重力濾過池においハ て、一端を下部集水室に接続し、他端を排水渠内に開口
した捨水サイフオン管、下部集水型と連通する集水渠と
隣接する各集水渠とに開口する洗浄水サイフオン管、及
び前記集水粱を下部集水室側と該洗浄水サイフオン管を
含む濾過水増−とに2分し、高さが濾過水壜放型重力式
−過池。
(1) A number of filtration ponds are divided by partition walls and arranged in a row, and a common raw water culvert, drainage culvert, and permeable water culvert are provided for each filtration pond, and each of the filtration ponds is provided with a common raw water culvert, drainage culvert, and permeable water culvert. A filter bed is installed on the water passage plate that divides the lower water collection chamber. Along with providing a drainage top above the filter bed. Open-type gravity filtration equipped with a raw water inlet siphon pipe that communicates the lower part of the filtration basin and the raw water culvert, and a backwash drainage siphon pipe with one end opening at the lower part of the filtration basin drainage chamber and the other end opening into the culvert. In the pond, a waste water siphon pipe with one end connected to the lower water collection chamber and the other end opened into the drainage culvert, and washing water opened into the collection culvert communicating with the lower water collection type and each adjacent water collection culvert. A siphon pipe, and the water collection tank is divided into two parts: a lower water collection chamber side and a filtration water tank including the washing water siphon pipe, and the height is a filtration water bottle release type gravity filter pond.
JP56157029A 1981-10-01 1981-10-01 Open type gravitational filtration basin Granted JPS5858118A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56157029A JPS5858118A (en) 1981-10-01 1981-10-01 Open type gravitational filtration basin

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56157029A JPS5858118A (en) 1981-10-01 1981-10-01 Open type gravitational filtration basin

Publications (2)

Publication Number Publication Date
JPS5858118A true JPS5858118A (en) 1983-04-06
JPH0237203B2 JPH0237203B2 (en) 1990-08-23

Family

ID=15640621

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56157029A Granted JPS5858118A (en) 1981-10-01 1981-10-01 Open type gravitational filtration basin

Country Status (1)

Country Link
JP (1) JPS5858118A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102616888A (en) * 2011-01-27 2012-08-01 上海市政工程设计研究总院(集团)有限公司 Constant liquid level siphon gravity flow submerged film filter and water production method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102616887B (en) * 2011-01-27 2015-04-15 上海市政工程设计研究总院(集团)有限公司 Immersed film filter with lift pump house, and water production method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102616888A (en) * 2011-01-27 2012-08-01 上海市政工程设计研究总院(集团)有限公司 Constant liquid level siphon gravity flow submerged film filter and water production method thereof
CN102616888B (en) * 2011-01-27 2015-04-15 上海市政工程设计研究总院(集团)有限公司 Constant liquid level siphon gravity flow submerged film filter and water production method thereof

Also Published As

Publication number Publication date
JPH0237203B2 (en) 1990-08-23

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