JP2892016B2 - The supernatant water discharge device in the sewage treatment tank - Google Patents

The supernatant water discharge device in the sewage treatment tank

Info

Publication number
JP2892016B2
JP2892016B2 JP63206147A JP20614788A JP2892016B2 JP 2892016 B2 JP2892016 B2 JP 2892016B2 JP 63206147 A JP63206147 A JP 63206147A JP 20614788 A JP20614788 A JP 20614788A JP 2892016 B2 JP2892016 B2 JP 2892016B2
Authority
JP
Japan
Prior art keywords
water
port
opening edge
tank
sewage treatment
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 - Fee Related
Application number
JP63206147A
Other languages
Japanese (ja)
Other versions
JPH0256204A (en
Inventor
薫 三橋
治男 辻本
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.)
TSURUMI SEISAKUSHO KK
Original Assignee
TSURUMI SEISAKUSHO KK
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 TSURUMI SEISAKUSHO KK filed Critical TSURUMI SEISAKUSHO KK
Priority to JP63206147A priority Critical patent/JP2892016B2/en
Publication of JPH0256204A publication Critical patent/JPH0256204A/en
Application granted granted Critical
Publication of JP2892016B2 publication Critical patent/JP2892016B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】 [発明の技術分野] 本発明は、汚水処理内における上澄水放流装置に関す
るものである。
Description: TECHNICAL FIELD OF THE INVENTION The present invention relates to a device for discharging supernatant water in sewage treatment.

[従来技術とその問題点] 回分式汚水処理等において処理後に汚泥を沈澱させ、
上澄水を放流するについて、従来は曝気・攪拌処理中に
しばしば処理槽内の汚泥混合水が上澄水の集水口内へ流
入し、この汚泥混合水が集水口内や放流口に至るまでの
管路内に残存したままで上澄水の放流が行われるため、
放流初期に汚泥が混ざって流出する結果となる。また、
放流終期には、往々にして沈澱汚泥を巻き込み易く、清
澄な上澄を放流することが困難とされていた。
[Prior art and its problems] Sludge precipitates after treatment in batch type sewage treatment, etc.
Conventionally, during the aeration / agitation treatment, the sludge mixed water in the treatment tank often flows into the supernatant water collecting port during the aeration / agitation treatment, and the sludge mixed water flows into the water collecting port and the discharge port. Since the supernatant water is discharged while remaining in the road,
As a result, the sludge mixes and flows out at the beginning of the discharge. Also,
At the end of the discharge, it was often said that the sediment sludge was easily involved and it was difficult to discharge the clear supernatant.

[発明の目的] 本発明の目的は、放流の初期及び終期において汚泥の
混入しない上澄水放流装置を提供することにある。
[Object of the Invention] It is an object of the present invention to provide a supernatant water discharge apparatus in which sludge is not mixed in at the beginning and end of discharge.

[発明の構成] 本発明に係る汚水処理槽内における上澄水放流装置で
は、 可撓管を介して放流口と連絡される漏斗型の集水口が
汚水処理槽内に装備せられ、集水口の開口縁が水面下に
下降することにより放流口へ通ずる流通路を開通し水面
上に浮上することにより上記流通路が閉成される構造と
なし、集水口の浮力に抗してその開口縁の全周または一
側を水面下に没入させることにより槽内の上澄水を集水
口内へ流入させるための下圧手段が装備せられ、上澄水
の流入により沈降する集水口の開口縁を水面下の所定深
度に保持させるためのフロートを集水口の外周に繋留
し、槽内水位の下降に伴い沈降する集水口の開口縁が所
定下降限まで達した時点でその沈降を停止させるための
停止手段が装備せられ、槽内水位が集水口開口縁と等高
となるまで低下して集水口内への流入作用が行われなく
なると共に集水口内の残水が流下することにより集水口
開口縁が水面上に浮上するよう構成せられている。
[Structure of the Invention] In the apparatus for discharging supernatant water in a sewage treatment tank according to the present invention, a funnel-shaped water collection port connected to the discharge port through a flexible tube is provided in the sewage treatment tank, and The opening edge is lowered below the water surface to open a flow path leading to the discharge port, and the above flow path is closed by floating above the water surface, and the opening edge of the opening edge is opposed to the buoyancy of the water collecting port. Equipped with a lower pressure means to allow the supernatant water in the tank to flow into the water collection port by immersing the entire circumference or one side below the water surface, and to set the opening edge of the water collection port that sinks by the inflow of the supernatant water below the water surface Stop means for anchoring a float for holding the water at a predetermined depth to the outer periphery of the water collecting port, and stopping the sedimentation when the opening edge of the water collecting port, which sinks as the water level in the tank falls, reaches a predetermined lower limit. Is equipped, and the water level in the tank is By residual water in the water collecting mouth flows down condensing Mizuguchi opening edge are brought configured floats on the water surface together with the flowing action of the water collecting mouth drops is not performed until the.

そして槽内の上澄水を集水口内へ流入させるための前
記下圧手段としては、 紐体により吊り下げられた重錘を自動または手動操作
で落下させることにより集水口開口縁の全周または一側
を水面下に没入させたのち再び元の吊り下げ位置に上昇
復帰させるよう構成され、或は、手動テコの操作により
集水口開口縁の一点を下圧して水面下へ傾斜状に没入さ
せるよう構成される。
The lower pressure means for allowing the supernatant water in the tank to flow into the water collection port is as follows: the weight suspended by the cord body is automatically or manually dropped, so that the entire circumference or one edge of the opening edge of the water collection port is opened. After being immersed below the water surface, it is configured to return to the original suspended position again, or by manually operating a lever to lower one point of the opening edge of the water collecting port so as to be slopingly immersed below the water surface. Be composed.

また、集水口の沈降を停止させるための前記停止手段
としては、 水面上より導下された紐体により集水口を垂吊し上記
紐体の伸張状態において集水口開口縁が放流終了後の下
限水位と等高となるよう調節せられた構造となし、或
は、槽内に装備された係止体により集水口開口縁が放流
終了時の下限水位を等高となる位置において集水口を支
承し得るよう調節せられた構造とする。
Further, as the stopping means for stopping the sinking of the water collecting port, the water collecting port is suspended by a string guided from above the water surface, and in a state where the string is in an extended state, the opening edge of the water collecting port is a lower limit after the discharge is completed. The structure is adjusted so that the water level is equal to the water level, or the water collecting port is supported at a position where the opening edge of the water collecting port is at the same level as the lower limit water level at the end of discharge by the locking body provided in the tank. The structure is adjusted so that it can be adjusted.

[実施例] 実施例の図面において、1は漏斗型に上面開口せられ
た集水口であって、可撓管2を介して放流口3と連絡さ
れるよう汚水処理槽4内に装備せられ、該集水口1の開
口縁1eが水面下に下降することにより放流口3へ通ずる
流通路を開通し、水面上へ浮上することにより上記流通
路が閉成される構造となっている。
[Example] In the drawings of the example, reference numeral 1 denotes a water collecting port having a funnel-shaped upper surface, which is provided in a sewage treatment tank 4 so as to be connected to a discharge port 3 through a flexible tube 2. When the opening edge 1e of the water collecting port 1 descends below the water surface, a flow path leading to the discharge port 3 is opened, and the flow path is closed by floating above the water surface.

5は自動または手動で操作される下圧手段であって、
放流開始時に集水口1の浮力に抗してその開口縁1eを水
面下に没入させることにより槽内の上澄水を集水口1内
へ流入させる作用を司る。この下圧手段5は、例えば巻
取機等で操作される紐対6により吊り下げられた重錘7
を第1図に点線で図示するごとく集水口1の中心部に落
下させることにより開口縁1eを水面下に没入させたの
ち、再び元の吊り下げ位置に上昇復帰させるよう構成す
る。この場合、重錘7の重量は集水口1の水面上の排水
容積以上の重量であることを要するが、開口縁1eの一端
部に重錘7を落下さて漏斗1を傾斜状に沈めるように構
成すれば、重錘7は重量の軽いもので足りる。また、補
助用の下圧手段として、手動テコ8の操作により第2図
に見られるよう集水口開口縁1eの一点を下圧して水面下
へ傾斜状に没入させるよう構成しておけば、巻取機等で
駆動される前記主下圧手段5の故障時に役立てることが
できる。
5 is a lower pressure means operated automatically or manually,
At the start of the discharge, the opening edge 1e is immersed below the water surface against the buoyancy of the water collecting port 1 so that the supernatant water in the tank flows into the water collecting port 1. This lower pressure means 5 is, for example, a weight 7 suspended by a string pair 6 operated by a winder or the like.
Is dropped to the center of the water collecting port 1 as shown by a dotted line in FIG. 1, so that the opening edge 1e is immersed below the water surface, and then is raised and returned to the original hanging position again. In this case, it is necessary that the weight of the weight 7 is equal to or greater than the drainage volume on the water surface of the water collecting port 1. However, the weight 7 is dropped on one end of the opening edge 1e so that the funnel 1 is inclined. If it comprises, the weight 7 should just be light in weight. Further, as an auxiliary lower pressure means, as shown in FIG. 2, by operating the manual lever 8, one point of the water collecting opening opening edge 1e can be lowered to be slopingly immersed below the water surface. This can be useful when the main lower pressure means 5 driven by a machine or the like fails.

9は集水口1の外周に紐対10で繋留せられた環状のフ
ロートであり、上澄水の流入により沈降する集水口1の
開口縁1eを水面下の所定深度Sに保持して集水口1内へ
の流入速度を均一となし、また、スカムが集水口1内に
流れ込まないようフェンスの役割をも果すものである。
Reference numeral 9 denotes an annular float tethered to the outer periphery of the water collecting port 1 by a string pair 10, and holds the opening edge 1e of the water collecting port 1 settled by the inflow of the supernatant water at a predetermined depth S below the water surface to collect the water. The inflow speed into the inside is made uniform, and also serves as a fence so that scum does not flow into the water collecting port 1.

11は集水口1の沈降を停止させるための停止手段であ
って、例えば、水面上より導下された3本以上の紐対12
……12により集水口1を水平に垂吊し、これら紐対12…
…12の伸張状態において集水口開口縁1eが放流終了時の
下限水位l0と等高となるよう調節しておくのである。ま
た、槽内に装備された係止体13により集水口開口縁1eが
放流終了時の下限水位l0と等高となる位置において集水
口1を支承し得るよう調節したものでもよい。
Numeral 11 denotes a stopping means for stopping the sedimentation of the water collecting port 1. For example, three or more cord pairs 12 led down from the water surface are provided.
…… Water catcher 1 is suspended horizontally by 12 and these string pairs 12…
... it is keep adjusted so that condensing water outlet opening edge 1e is discharged at the end of the lower limit level l 0 and equal height in the extended state of 12. It is also obtained by adjusting so that condensing water outlet opening edge 1e can bearing a condensed water outlet 1 at equal height and a position and a lower limit level l 0 at discharge ends by engaging body 13 that is provided on the tank.

なお、14は集水口1の下端部に附設せられた浮力調整
錘である。
Reference numeral 14 denotes a buoyancy adjusting weight attached to the lower end of the water collecting port 1.

[作用] 曝気・攪拌処理ののち、上澄水未放流の時点では第1
図に実線で示されるよう、集水口1は自らの浮力によっ
て開口縁1eを水面上へ浮上させている。
[Action] After aeration and agitation, the first time when the supernatant water is not discharged
As shown by the solid line in the figure, the water collecting port 1 causes the opening edge 1e to float on the water surface by its own buoyancy.

沈澱後に上澄水の放流を行わせるについては、第1図
に点線で示されるよう、重錘7を落下させて集水口開口
縁1eを水面下に没入させたのち、再び元の吊り下げ位置
に重錘7を上昇復帰させる。或は第2図に見られるよ
う、手動テコ8の操作により集水口開口縁1eを水面下へ
傾斜状に没入させる。
In order to discharge the supernatant water after the sedimentation, as shown by the dotted line in FIG. 1, the weight 7 is dropped so that the opening edge 1e of the water collecting opening is immersed below the water surface and then returned to the original hanging position. The weight 7 is raised and returned. Alternatively, as shown in FIG. 2, the water collecting port opening edge 1e is slopingly sunk below the water surface by operating the manual lever 8.

このようにして集水口開口縁1eを水面下に没入させれ
ば、槽内の上澄水が集水口1内に流入するので、重錘7
または手動テコ8による下圧を解除しても集水口1が水
面上に浮上することはなく、放流口3へ通ずる流通路が
開通されて上澄水の放流作用を開始する。
If the water collecting port opening edge 1e is immersed below the water surface in this way, the supernatant water in the tank flows into the water collecting port 1, so that the weight 7
Alternatively, even if the lower pressure by the manual lever 8 is released, the water collecting port 1 does not float on the water surface, the flow path leading to the discharge port 3 is opened, and the discharging operation of the supernatant water is started.

放流作用の進行に伴い第3図に見られるよう槽内水位
は次第に低下し放流口3も沈降するが、集水口1の外周
に繋留せられたフロート9により、集水口開口縁1eは水
面下に所定の深度Sを保持したままの状態で沈降する。
そして集水口1内に汚泥を吸い込ませないため、停止手
段11によって予め設定せられた所定下降限に達すれば、
集水口1の沈降は停止する。第1の実施態様としては紐
体12……12の長さを調節することにより、集水口開口縁
1eが汚泥の沈降界面l1よりも上方で停止するように下降
限を設定する。この下降限に達すれば、第4図に見られ
るよう紐体12……12の弛みがなくなって伸張状態とな
り、集水口1の下降は制御される。第2の実施態様とし
ては槽内に装備された係止体13の位置調節により下降限
を設定する。集水口開口縁1eが所定下降限に達すれば第
4図に見られるよう集水口1は係止体13に支承されて下
降を制御される。
As the discharge action progresses, the water level in the tank gradually decreases as shown in Fig. 3 and the discharge port 3 also sinks down. However, the float 9 anchored to the outer periphery of the water collection port 1 causes the opening edge 1e of the water collection port to be below the water surface. At the same time while maintaining a predetermined depth S.
Then, in order to prevent the sludge from being sucked into the water collecting port 1, if the predetermined lowering limit set in advance by the stopping means 11 is reached,
Settling of catchment 1 stops. As a first embodiment, by adjusting the length of the cord body 12.
1e sets the lowering limit to stop at above the sediment surface l 1 of sludge. When the lower limit is reached, as shown in FIG. 4, the string bodies 12... 12 are no longer slackened and are in an extended state, and the lowering of the water collecting port 1 is controlled. In the second embodiment, the lowering limit is set by adjusting the position of the locking body 13 provided in the tank. When the opening edge 1e of the water inlet reaches a predetermined lower limit, the water inlet 1 is supported by the locking body 13 as shown in FIG.

このように停止手段11の調節によって集水口1の下降
限を設定することは、同時に、放流終了時の下限水位l0
を決定することでもある。
Setting the lower limit of the water collecting port 1 by adjusting the stopping means 11 at the same time is the same as the lower limit water level l 0 at the end of discharge.
Is also to determine.

集水口1の下降が停止した第4図の状態においても、
上澄水の放流は暫く続くが、第5図に見られるよう槽内
水位が集水口開口縁1eと等高位置まで低下すると、もは
や上澄水は集水口1内に流入し得なくなる。そして集水
口1内の残水が流下するのに伴い、第6図に見られるよ
う集水口開口縁1eが水面上に浮上して放流作用は終了す
る。
In the state of FIG. 4 in which the lowering of the water collecting port 1 is stopped,
The discharge of the supernatant water continues for a while. However, as shown in FIG. 5, when the water level in the tank drops to the same level as the water inlet opening edge 1e, the supernatant water can no longer flow into the water inlet 1. Then, as the residual water in the water collecting port 1 flows down, the water collecting port opening edge 1e floats on the water surface as shown in FIG. 6, and the discharge operation ends.

処理槽4内に汚水が供給されて槽内水位が上昇すれ
ば、集水口1も上昇して再び第1図の状態に復帰するの
である。
When the wastewater is supplied into the treatment tank 4 and the water level in the tank rises, the water collecting port 1 also rises and returns to the state shown in FIG. 1 again.

[効果] 本発明装置においては、集水口1の開口縁1eが水面上
に下降することにより放流口へ通ずる流通路を開通し水
面上に浮上することにより上記流通路が閉成される構造
となっているため、曝気・攪拌処理中に処理槽内の汚泥
混合水が集水口内に流入することを防止でき、従来のよ
うに放流初期に汚泥が混ざって流出するというおそれは
ない。また、係止手段11によって予め設定せられた汚泥
沈降界面l1よりも上方の所定下降限で集水口1の沈降が
停止する構造となっているので、放流終期にも沈澱汚泥
を巻き込むことがなく、常に汚泥の混入しない清澄な上
澄水を放流し得るという利点がある。
[Effect] The apparatus of the present invention has a structure in which the opening edge 1e of the water collecting port 1 is lowered on the water surface to open a flow path leading to the discharge port and floats on the water surface to close the flow path. Therefore, it is possible to prevent the sludge mixed water in the treatment tank from flowing into the water collecting port during the aeration / stirring treatment, and there is no possibility that the sludge will be mixed and discharged at the initial stage of discharge as in the related art. Further, since the settling of the current Mizuguchi 1 above the predetermined lowermost than the sludge settling interface l 1 that is not set in advance by the locking means 11 has a structure to stop and to involve also precipitated sludge discharge end Therefore, there is an advantage that clear supernatant water free of sludge can always be discharged.

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

図面は本発明装置の要部縦断側面図であって、第1図は
上澄水未放流の状態を示し、第2図は上澄水の放流を開
始させるため手動テコを操作した状態を示し、第3図は
上澄水の放流進行中の状態を示し、第4図は集水口の下
降が制御された状態を示し、第5図は槽内水位が下限水
位に達した状態を示し、第6図は放流終了と共に集水口
開口縁が水面上に浮上した状態を示す。 1……集水口、1e……集水口開口縁、2……可撓管、3
……放流口、4……汚水処理槽、5……下圧手段、6…
…紐体、7……重錘、8……手動テコ、9……フロー
ト、10……紐体、11……停止手段、12……紐体、13……
係止体、l0……下限水位、S……水面下の所定深度。
The drawings are longitudinal side views of the main part of the apparatus of the present invention, FIG. 1 shows a state in which supernatant water has not been discharged, and FIG. 2 shows a state in which a manual lever has been operated to start discharge of supernatant water. 3 shows a state in which the discharge of the supernatant water is in progress, FIG. 4 shows a state in which the lowering of the water collecting port is controlled, FIG. 5 shows a state in which the water level in the tank has reached the lower limit water level, and FIG. Indicates a state where the opening edge of the catchment port floats on the water surface at the end of the discharge. 1 ... water collecting port, 1e ... water collecting port opening edge, 2 ... flexible tube, 3
... discharge outlet, 4 ... sewage treatment tank, 5 ... lower pressure means, 6 ...
... String body, 7 ... weight, 8 ... Manual lever, 9 ... Float, 10 ... String body, 11 ... Stopping means, 12 ... String body, 13 ...
Engaging member, l 0 ...... lower limit level, S ...... underwater predetermined depth.

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】可撓管(2)を介して放流口(3)と連絡
される漏斗型の集水口(1)が汚水処理槽(4)内に装
備せられ、集水口(1)の開口縁(1e)が水面下に下降
することにより放流口(3)へ通ずる流通路を開通し水
面上に浮上することにより上記流通路が閉成される構造
となし、集水口(1)の浮力に抗してその開口縁(1e)
の全周または一側を水面下に没入させることにより槽内
の上澄水を集水口(1)内へ流入させるための下圧手段
(5)が装備せられ、上澄水の流入により沈降する集水
口(1)の開口縁(1e)を水面下の所定深度(s)に保
持させるためのフロート(9)を集水口(1)の外周に
繋留し、槽内水位の下降に伴い沈降する集水口(1)の
開口縁(1e)が所定下降限まで達した時点でその沈降を
停止させるための停止手段(11)が装備せられ、槽内水
位が集水口開口縁(1e)と等高となるまで低下して集水
口(1)内への流入作用が行われなくなると共に集水口
(1)内の残水が流下することにより集水口開口縁(1
e)が水面上に浮上するよう構成せられている汚水処理
槽内における上澄水放流装置であって、前記下圧手段
(5)は、紐体(6)により吊り下げられた重錘(7)
を自動または手動操作で落下させることにより集水口開
口縁(1e)の全周または一側を水面下に没入させたのち
再び元の吊り下げ位置に上昇復帰させるよう構成された
ものであることを特徴とする、汚水処理槽内における上
澄水放流装置。
1. A funnel-shaped water collecting port (1) connected to a discharge port (3) through a flexible pipe (2) is provided in a sewage treatment tank (4), and is provided with a water collecting port (1). When the opening edge (1e) descends below the water surface, the flow passage leading to the discharge port (3) is opened, and the flow passage is closed by floating above the water surface. Opening edge against buoyancy (1e)
Is provided with a lower pressure means (5) for allowing the supernatant water in the tank to flow into the water collection port (1) by immersing the entire circumference or one side of the tank below the water surface. A float (9) for holding the opening edge (1e) of the water port (1) at a predetermined depth (s) below the water surface is anchored to the outer periphery of the water collection port (1), and the sediment that sinks as the water level in the tank falls. When the opening edge (1e) of the water port (1) reaches a predetermined lower limit, a stopping means (11) for stopping the settling is provided, and the water level in the tank is equal to the water collecting port opening edge (1e). And the inflow into the water intake (1) is stopped, and the residual water in the water intake (1) flows down.
e) is a supernatant water discharge device in a sewage treatment tank configured to float on the water surface, wherein the lower pressure means (5) is a weight (7) suspended by a cord (6). )
The entire periphery or one side of the opening edge (1e) of the water intake opening is lowered below the surface of the water by automatically or manually dropping it, and then it is raised and returned to the original suspended position again. A clear water discharge device in a sewage treatment tank.
【請求項2】可撓管(2)を介して放流口(3)と連絡
される漏斗型の集水口(1)が汚水処理槽(4)内に装
備せられ、集水口(1)の開口縁(1e)が水面下に下降
することにより放流口(3)へ通ずる流通路を開通し水
面上に浮上することにより上記流通路が閉成される構造
となし、集水口(1)の浮力に抗してその開口縁(1e)
の全周または一側を水面下に没入させることにより槽内
の上澄水を集水口(1)内へ流入させるための下圧手段
(5)が装備せられ、上澄水の流入により沈降する集水
口(1)の開口縁(1e)を水面下の所定深度(s)に保
持させるためのフロート(9)を取水口(1)の外周に
繋留し、槽内水位の下降に伴い沈降する集水口(1)の
開口縁(1e)が所定下降限まで達した時点でその沈降を
停止させるための停止手段(11)が装着せられ、槽内水
位が集水口開口縁(1e)と等高となるまで低下して集水
口(1)内への流入作用が行われなくなると共に集水口
(1)内の残水が流下することにより集水口開口縁(1
e)が水面上に浮上するよう構成せられている汚水処理
槽内における上澄水放流装置であって、前記下圧手段
は、手動テコ(8)の操作により集水口開口縁(1e)の
一点を下圧して水面下へ傾斜状に没入させるよう構成せ
られたものであることを特徴とする、汚水処理槽内にお
ける上澄水放流装置。
2. A funnel-shaped water collecting port (1) connected to a discharge port (3) through a flexible tube (2) is provided in a sewage treatment tank (4), and is provided with a water collecting port (1). When the opening edge (1e) descends below the water surface, the flow passage leading to the discharge port (3) is opened, and the flow passage is closed by floating above the water surface. Opening edge against buoyancy (1e)
Is provided with a lower pressure means (5) for allowing the supernatant water in the tank to flow into the water collection port (1) by immersing the entire circumference or one side of the tank below the water surface. A float (9) for holding the opening edge (1e) of the water port (1) at a predetermined depth (s) below the water surface is anchored to the outer periphery of the water port (1), and the sediment that sinks as the water level in the tank falls. When the opening edge (1e) of the water port (1) reaches a predetermined lowering limit, a stopping means (11) for stopping the settling is attached, and the water level in the tank is equal to the water collecting port opening edge (1e). And the inflow into the water intake (1) is stopped, and the residual water in the water intake (1) flows down.
e) is a supernatant water discharge device in a sewage treatment tank configured to float on the surface of the water, wherein the lower pressure means is provided at one point of an opening edge (1e) of a water collection port by operation of a manual lever (8). Characterized in that it is configured to lower the pressure of water and to immerse it under the water surface in an inclined manner, wherein the supernatant water discharge device in the sewage treatment tank.
【請求項3】可撓管(2)を介して放流口(3)と連絡
される漏斗型の集水口(1)が汚水処理槽(4)内に装
備せられ、集水口(1)の開口縁(1e)が水面下に下降
することにより放流口(3)へ通ずる流通路を開通し水
面上に浮上することにより上記流通路が閉成される構造
となし、集水口(1)の浮力に抗してその開口縁(1e)
の全周または一側を水面下に没入させることにより槽内
の上澄水を集水口(1)内へ流入させるための下圧手段
(5)が装備せられ、上澄水の流入により沈降する集水
口(1)の開口縁(1e)を水面下の所定深度(s)に保
持させるためのフロート(9)を集水口(1)の外周に
繋留し、槽内水位の下降に伴い沈降する集水口(1)の
開口縁(1e)が所定下降限まで達した時点でその沈降を
停止させるための停止手段(11)が装備せられ、槽内水
位が集水口開口縁(1e)と等高となるまで低下して集水
口(1)内への流入作用が行われなくなると共に集水口
(1)内の残水が流下することにより集水口開口縁(1
e)が水面上に浮上するよう構成せられている、汚水処
理槽内における上澄水放流装置であって、前記停止手段
(11)は、槽内に装備された係止体(13)により集水口
開口縁(1e)が放流終了時の下限水位(10)と等高なる
位置において集水口(1)を支承し得るよう調整せられ
ていることを特徴とする、汚水処理槽内における上澄水
放流装置。
3. A funnel-shaped water collecting port (1) connected to a discharge port (3) through a flexible tube (2) is provided in a sewage treatment tank (4). When the opening edge (1e) descends below the water surface, the flow passage leading to the discharge port (3) is opened, and the flow passage is closed by floating above the water surface. Opening edge against buoyancy (1e)
Is provided with a lower pressure means (5) for allowing the supernatant water in the tank to flow into the water collection port (1) by immersing the entire circumference or one side of the tank below the water surface. A float (9) for holding the opening edge (1e) of the water port (1) at a predetermined depth (s) below the water surface is anchored to the outer periphery of the water collection port (1), and the sediment that sinks as the water level in the tank falls. When the opening edge (1e) of the water port (1) reaches a predetermined lower limit, a stopping means (11) for stopping the settling is provided, and the water level in the tank is equal to the water collecting port opening edge (1e). And the inflow into the water intake (1) is stopped, and the residual water in the water intake (1) flows down.
e) is a device for discharging supernatant water in a sewage treatment tank, which is configured to float on the water surface, wherein the stopping means (11) is collected by a locking body (13) provided in the tank. wherein the Mizuguchi opening edge (1e) are brought adjusted to be supporting the current Mizuguchi (1) at the lower limit level (1 0) and a constant height position when released ends, the upper in the sewage treatment tank Clear water discharge device.
JP63206147A 1988-08-18 1988-08-18 The supernatant water discharge device in the sewage treatment tank Expired - Fee Related JP2892016B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63206147A JP2892016B2 (en) 1988-08-18 1988-08-18 The supernatant water discharge device in the sewage treatment tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63206147A JP2892016B2 (en) 1988-08-18 1988-08-18 The supernatant water discharge device in the sewage treatment tank

Publications (2)

Publication Number Publication Date
JPH0256204A JPH0256204A (en) 1990-02-26
JP2892016B2 true JP2892016B2 (en) 1999-05-17

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Country Link
JP (1) JP2892016B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1080850C (en) * 1995-08-04 2002-03-13 奥依列斯工业株式会社 Vibration isolation device

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0137755Y2 (en) * 1984-11-20 1989-11-14
JPS6295198A (en) * 1985-10-21 1987-05-01 Niigata Eng Co Ltd Batch type biological treatment tank

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