JPH0226694A - Supernatant liquid discharge apparatus - Google Patents

Supernatant liquid discharge apparatus

Info

Publication number
JPH0226694A
JPH0226694A JP63174750A JP17475088A JPH0226694A JP H0226694 A JPH0226694 A JP H0226694A JP 63174750 A JP63174750 A JP 63174750A JP 17475088 A JP17475088 A JP 17475088A JP H0226694 A JPH0226694 A JP H0226694A
Authority
JP
Japan
Prior art keywords
trough
supernatant liquid
liquid
supernatant
float
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.)
Pending
Application number
JP63174750A
Other languages
Japanese (ja)
Inventor
Atsushi Shoji
敦 庄司
Ryuichi Inami
井波 龍一
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.)
Nippon Steel Corp
Original Assignee
Nippon Steel 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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP63174750A priority Critical patent/JPH0226694A/en
Publication of JPH0226694A publication Critical patent/JPH0226694A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Activated Sludge Processes (AREA)

Abstract

PURPOSE:To prevent the mixing of sludge by controlling the position of a supernatant liquid discharge pipe and that of an opening end corresponding to the level of a liquid surface by arranging a trough having a supernatant liquid take-in port and a float rotatable around the horizontal axis of the trough to the leading end of the supernatant liquid discharge pipe. CONSTITUTION:The connection pipe 2 connected to a discharge pipe 4 through a rotary joint 3 is provided to the lower part of a liquid tank 1 in a freely rotatable manner and a plurality of supernatant liquid discharge pipes 6 are connected to said connection pipe 2 and the other opening ends 6a thereof are fixed to a trough 7 horizontally arranged on a liquid surface 11 so as to pierce the same. A supernatant liquid take-in port 7 is provided to the trough 7 on the side of the supernatant liquid discharge pipes 6 in order to prevent the mixing of sludge from the opening ends 6a and, further, floats 8 rotatable around the horizontal axis of the trough 7 are arranged to said discharge pipes 6 in parallel to the trough 7. When drain is started, the aforementioned opening ends 6a are lowered from the liquid surface 11 by the moving operation of the floats 8 and, when a water level is lowered to the vicinity of a sludge interface 12, the opening ends 6a are raised above the liquid surface 11.

Description

【発明の詳細な説明】 [産業上の利用分野] この発明は回分式活性汚泥処理のようなパッチ式の水処
理に用いる上澄液排出装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a supernatant liquid discharge device used in patch-type water treatment such as batch-type activated sludge treatment.

[従来の技術] バッチ式の水処理の代表例として知られている回分式活
性汚泥法による水処理は生物処理槽に汚水を流入し、曝
気、沈澱処理を経て、処理水を排出する工程を繰返して
行われる。
[Prior art] Water treatment using the batch type activated sludge method, which is known as a typical example of batch type water treatment, involves the process of flowing wastewater into a biological treatment tank, undergoing aeration and sedimentation treatment, and then discharging the treated water. It is done repeatedly.

排出工程では汚水を沈澱した際生じる汚泥界面から上方
の上澄液のみを排出するもので、従来から各種の装置が
考案されている。例えば「用水と廃水J Vol、28
. No、4(1986年)p、72〜75にはその一
例が紹介されている。
In the discharge process, only the upper supernatant liquid is discharged from the sludge interface produced when sewage is settled, and various devices have been devised in the past. For example, “Water and Wastewater J Vol. 28
.. An example is introduced in No. 4 (1986), p. 72-75.

第5図および第6図はこの従来例の断面および平面を示
すものである。
FIGS. 5 and 6 show a cross section and a plane of this conventional example.

この従来例は以下の構成となっている。This conventional example has the following configuration.

液槽1の下部に水平に配置した連結管2の一端は側壁に
回転自在に固定され、他端は対向する側壁の貫通孔から
側室13に突出されている。
One end of a connecting pipe 2 arranged horizontally at the bottom of the liquid tank 1 is rotatably fixed to a side wall, and the other end projects into the side chamber 13 from a through hole in the opposing side wall.

貫通孔部は液槽内の液体が流出しないような回転シール
14が設けられて連結管2を支持している。液槽内の連
結管部には軸直角方向に4木の上澄液排出管6の一端が
連通状態で固定されており、水面側の他端はトラフ7に
固定されている。トラフ7の両端にはバッフルフロート
1フが回転自在に取付けられ、液面に浮遊するスカムを
トラフ7の吸込口から流入しないようにされている。
A rotary seal 14 is provided in the through hole to prevent the liquid in the liquid tank from flowing out, and supports the connecting pipe 2. One end of four supernatant liquid discharge pipes 6 is fixed in communication with the connecting pipe section in the liquid tank in a direction perpendicular to the axis, and the other end on the water surface side is fixed to a trough 7. Baffle floats 1f are rotatably attached to both ends of the trough 7 to prevent scum floating on the liquid surface from flowing in through the suction port of the trough 7.

液槽の外に突出した連結管にはアーム16が固定されて
おり、アーム16の先端は側室天井部に設けたシリンダ
ー9のロッドに連結棒15で連結されている。
An arm 16 is fixed to a connecting pipe protruding outside the liquid tank, and the tip of the arm 16 is connected by a connecting rod 15 to a rod of a cylinder 9 provided on the ceiling of the side chamber.

この装置を用いて上澄液を排出するには以下の操作を行
う。
To discharge the supernatant using this device, perform the following operations.

沈澱処理が終了したらシリンダー9のロッドを下方に穆
勤させることにより、連結管2を回転させ連結管に固定
されている上澄液排出管6の先端部のトラフ7およびト
ラフ7に回転自在に連結されているバッフルフロート1
7を液面附近に位置させてバッフルフロート17にてス
カムの流入を防止しながら上澄液排出管6の開口部に上
澄液を自然流入させて液槽外に排出するものであり、液
面の降下につれて油圧シリンダーのロッドを降下させ、
バッフルフロートおよび上澄液排出管の先端開口部を液
面附近に位置するように操作される。
When the precipitation process is completed, by moving the rod of the cylinder 9 downward, the connecting pipe 2 is rotated, and the supernatant liquid discharge pipe 6 fixed to the connecting pipe is rotated into the trough 7 and the trough 7 at the tip of the supernatant liquid discharge pipe 6. Connected baffle float 1
7 is positioned near the liquid surface, and the baffle float 17 prevents the inflow of scum, while allowing the supernatant liquid to naturally flow into the opening of the supernatant liquid discharge pipe 6 and draining it out of the liquid tank. As the surface descends, the rod of the hydraulic cylinder is lowered,
The baffle float and the end opening of the supernatant liquid discharge pipe are operated so as to be located near the liquid level.

そして上澄液の最底液面(汚泥界面より若干上方)に達
したらシリンダー9のロッドを上昇させて上澄液排出管
6の先端開口部をバッフルフロート17とともに液面1
より上方に引きあげておき、汚水を流入して曝気、沈降
処理を行った後、同様の操作を繰返す。
When the supernatant liquid reaches the bottom liquid level (slightly above the sludge interface), the rod of the cylinder 9 is raised and the tip opening of the supernatant liquid discharge pipe 6 is connected to the liquid level 1 with the baffle float 17.
After raising the tank higher, the wastewater is poured in and subjected to aeration and sedimentation treatment, and the same operation is repeated.

[発明が解決しようとするi!I題] しかし、従来の装置では以下の欠点がある。[The invention attempts to solve i! I subject] However, conventional devices have the following drawbacks.

1)上澄液を排出しない状態では上澄液排出管の先端部
、トラフおよびバッフルフロートを空中に引き上げる必
要があるためシリンダーに大きな駆動力を要する。
1) When the supernatant liquid is not discharged, it is necessary to lift the tip of the supernatant liquid discharge pipe, the trough, and the baffle float into the air, which requires a large driving force for the cylinder.

2)上澄液を排出する際、液面の降下に同調してシリン
ダーのロッドを降下させてバッフルフロートを液面位置
に制御しなければならないため同調用の制御装置が必要
となる。
2) When discharging the supernatant liquid, it is necessary to control the baffle float to the liquid level position by lowering the rod of the cylinder in synchronization with the drop in the liquid level, so a synchronized control device is required.

3)上澄液排出開始時に空中に引上げているバッフルフ
ロートを降下させて液面上に浮上させる際バッフルフロ
ート内に存在するスカムを上澄液排出管に吸込んでしま
い、排出液の品質を悪化させる。
3) When the baffle float, which is raised in the air, is lowered to float above the liquid surface at the start of supernatant liquid discharge, the scum present in the baffle float is sucked into the supernatant liquid discharge pipe, deteriorating the quality of the discharged liquid. let

[課題を解決するための手段] この発明は前記従来技術の課題を解消し、簡単な操作で
汚水処理後の上澄液排出を行わせしめ、かつ操作用の駆
動装置は従来のものに較べてかなり小規模のものが使用
できるようにした上澄液排出装置を提供するものであり
、その構成は以下の通りである。
[Means for Solving the Problems] The present invention solves the problems of the prior art described above, allows discharge of supernatant liquid after sewage treatment with a simple operation, and uses a drive device for operation compared to the conventional one. The present invention provides a supernatant fluid discharge device that can be used on a fairly small scale, and its configuration is as follows.

一端は密閉され、他端は液槽外に配管された管4を回転
自在に接続された連結管2が、最底排出液位11aより
下方の液種下部に固定された複数のブラケットAで水平
軸廻りに回転自在に支持されており、前記連結管2には
液面方向に延長する上澄液排出管6の一端が連通状態で
固着され、他端は開口されて上澄液取入口を有するトラ
フッに固定されており、前記トラフ7の水平軸7bには
ブラケットBを介してフロート8が連結されており、フ
ロート8は前記トラフ7の水平軸を回転中心として駆動
装置9により回転可能としたことを特徴とする上澄液排
出装置。
A connecting pipe 2, which is sealed at one end and rotatably connected to a pipe 4 piped outside the liquid tank at the other end, is connected to a plurality of brackets A fixed to the lower part of the liquid below the bottom discharge liquid level 11a. It is rotatably supported around a horizontal axis, and one end of a supernatant liquid discharge pipe 6 extending in the liquid surface direction is fixed to the connecting pipe 2 in a communicating state, and the other end is opened and serves as a supernatant liquid intake port. A float 8 is connected to the horizontal axis 7b of the trough 7 via a bracket B, and the float 8 can be rotated by a drive device 9 about the horizontal axis of the trough 7. A supernatant liquid discharge device characterized by:

[作 用] 第4図(イ)、(0)、(八)はこの発明による上澄液
排出装置の主要部の動作を説明したものである。
[Function] Figures 4 (a), (0), and (8) explain the operation of the main parts of the supernatant liquid discharge device according to the present invention.

(イ)は上澄液を排出しない状態を示すものである。こ
の状態ではフロート8をトラフ7の水平軸フbを回転中
心として上澄液排出管6の中間を反力点9bとした駆動
装置9により反時計廻りに回転させる(θ。)ことによ
り、トラフ7を液面上に浮遊するフロート8の上方に位
置せしめる。この結果、トラフ7に固定されている上澄
液排出管6の開口端6aは液面から上方(ho)になり
、排出管に液体に流れない。
(A) shows a state in which the supernatant liquid is not discharged. In this state, the float 8 is rotated counterclockwise (θ) by the drive device 9 with the horizontal shaft b of the trough 7 as the rotation center and the middle of the supernatant liquid discharge pipe 6 as the reaction force point 9b. is positioned above the float 8 floating on the liquid surface. As a result, the open end 6a of the supernatant liquid discharge pipe 6 fixed to the trough 7 is located above the liquid level (ho), and the liquid does not flow into the discharge pipe.

(ロ)、(八)は上澄液の排出中の状態を示すものであ
る。この状態では前記駆動装置9によりフロート8をト
ラフ7の水平軸7bを回転中心として時計廻りに回転さ
せる(θ皇、θ、)、この結果、トラフ7はフロート8
に対して水平又は下方に位置することとなり、トラフ7
に固定されている上澄液排出管の開口端7bが液中に没
して排出管に液体が流入し液槽外に排出される。
(b) and (8) indicate the state during discharge of the supernatant liquid. In this state, the drive device 9 rotates the float 8 clockwise around the horizontal axis 7b of the trough 7 (θ, θ,). As a result, the trough 7 rotates the float 8
trough 7.
The open end 7b of the supernatant liquid discharge pipe fixed to is immersed in the liquid, and the liquid flows into the discharge pipe and is discharged out of the liquid tank.

そして、フロート8は常に液面に浮遊しているため、上
澄液の排出に伴って液面が降下しても自動的にフロート
が液面に追従して液体が排出される。
Since the float 8 is always floating on the liquid surface, even if the liquid level drops as the supernatant liquid is discharged, the float automatically follows the liquid level and the liquid is discharged.

液体の排出高さhはトラフ7とフロート8の回転角θを
一定にしておくと、排出スタート時は深く、液面1が低
下するにつれて浅くなる。
If the rotation angle θ of the trough 7 and the float 8 is kept constant, the liquid discharge height h is deep at the start of discharge and becomes shallower as the liquid level 1 decreases.

液面1が低下すると汚泥界面12に近づくため液面1か
ら浅い深さより排水でき清澄な上澄液を排出するうえか
ら好ましい。
When the liquid level 1 decreases, it approaches the sludge interface 12, which is preferable because water can be drained from a shallow depth from the liquid level 1 and a clear supernatant liquid can be discharged.

なお、液体の排出深さ(h)はトラフ7とフロート8の
回転角(θ)でコントロールされ、回転角(θ)は駆動
装置によるフσ−トの移動量(駆動装置にシリンダーを
用いた場合はストローク(S))でコントロールされる
The liquid discharge depth (h) is controlled by the rotation angle (θ) of the trough 7 and float 8, and the rotation angle (θ) is determined by the amount of movement of the foot by the drive device (if a cylinder is used as the drive device). The case is controlled by the stroke (S)).

即ち、表−1に示す関係となる。That is, the relationship shown in Table 1 is obtained.

表   −1 ここに回転角(θ)は上澄液排出管の軸方向延長線と、
トラフの回転中心とフロートの中心を結ぶ線で挟まれた
角度を示す。
Table-1 Here, the rotation angle (θ) is the axial extension line of the supernatant liquid discharge pipe,
Indicates the angle between the line connecting the center of rotation of the trough and the center of the float.

[実 施 例] 第1図〜第2図はこの発明の一実施例装置の側面図であ
る。
[Embodiment] FIGS. 1 and 2 are side views of an apparatus according to an embodiment of the present invention.

第3図は実施例の装置がほぼ水平状態に位置した状態に
おける平面図である。
FIG. 3 is a plan view of the apparatus of the embodiment in a substantially horizontal position.

液槽1の側壁下部には複数のブラケットA5が固定され
ている。ブラケットAの取付位置は上澄液排出管6を上
方に傾斜させて排出させるため上澄液の最底排出液位1
.1 aより下方にしておく必要がある。
A plurality of brackets A5 are fixed to the lower side wall of the liquid tank 1. The mounting position of the bracket A is such that the supernatant liquid discharge pipe 6 is slanted upward to be discharged, so that the supernatant liquid is at the lowest discharge level 1.
.. It is necessary to keep it below 1a.

ブラケットA5には、一端は密閉され他端は液槽外に配
管された排出管4に回転ジヨイント3で接続された連結
管2が水平軸廻りに回転自在に支持されている。
A connecting pipe 2 whose one end is sealed and whose other end is connected by a rotation joint 3 to a discharge pipe 4 piped outside the liquid tank is rotatably supported around a horizontal axis by the bracket A5.

連結管2には水面方向に延長する複数(4本)の上澄液
排出管6の一端が適当な間隔で相互の管内が連通状態に
して溶接固着されている。
One ends of a plurality (four) of supernatant liquid discharge pipes 6 extending in the direction of the water surface are welded and fixed to the connecting pipe 2 at appropriate intervals so that the insides of the pipes are in communication with each other.

全て上澄液排出管6の他端は開口されたままで液面11
附近迄延長され、水平に配置したトラフ7内に貫通して
固定されている。
The other end of the supernatant liquid discharge pipe 6 remains open and the liquid level 11
It is extended to the vicinity, penetrates into the horizontally arranged trough 7, and is fixed.

トラフ7の上澄液排出管方向には切込部が設けられ上澄
液取入ロアaを形成している。即ち、上澄液排出管6の
開口端6aが液中に没した排水時1.トラフ7の上澄液
取入ロアaから液が導入され関口46aから排出管中を
通して液槽外に排出される際に、液位が高い時は上澄液
排出管6は鉛直に近い状態になるため下方から液を取入
れるためスカムを混入せず、かつ汚泥界面12と隔って
いるため液取入れの際生じる水流の影響は無い、又、排
水液位が最底辺くなると上澄液排出管6の傾きは水平に
近くなるが、上澄液取入ロアaは液中に没しており、ス
カムの混入を防止し、かつ水平に近い方向から液を取入
れるため汚泥界面12との距離が短くなっても水流によ
る汚泥混入の恐れは無い。
A notch is provided in the direction of the supernatant liquid discharge pipe of the trough 7 to form a supernatant liquid intake lower a. That is, when the open end 6a of the supernatant liquid discharge pipe 6 is submerged in the liquid, 1. When liquid is introduced from the supernatant liquid intake lower a of the trough 7 and discharged from the sekiguchi 46a through the discharge pipe to the outside of the liquid tank, when the liquid level is high, the supernatant liquid discharge pipe 6 is in a nearly vertical state. Since the liquid is taken in from below, no scum is mixed in, and since it is separated from the sludge interface 12, there is no effect of water flow that occurs when taking in the liquid.Also, when the drainage liquid level reaches the bottom, the supernatant liquid is discharged. Although the inclination of the pipe 6 is close to horizontal, the supernatant liquid intake lower a is submerged in the liquid to prevent scum from being mixed in and to take in the liquid from a nearly horizontal direction, so that it is not connected to the sludge interface 12. Even if the distance is short, there is no risk of sludge being mixed in by water flow.

なお、適切にスカム除去できる装置を併設した場合や、
スカムがあまり発生しない場合にはもちろんトラフの上
澄液取入ロアaは上方にしても良い。
In addition, if a device that can properly remove scum is installed,
Of course, if scum does not occur much, the supernatant liquid intake lower a of the trough may be moved upward.

前記トラフ7の両端には中心に水平軸7bが突設されて
いる。この水平軸7bにはトラフの外側に平行に配置さ
れたフロート8の両端に固定されたブラケットB8aが
回転自在に連結されている。
A horizontal shaft 7b is provided at the center of both ends of the trough 7 in a protruding manner. Brackets B8a fixed to both ends of a float 8 arranged parallel to the outside of the trough are rotatably connected to this horizontal shaft 7b.

フロート8の軸方向中央には前記ブラケットBaaとほ
ぼ90°隔てた位置に外面から突出する他のブラケット
C8bが突設され、後で述べる駆動装置9のロッド9a
とピン結合されている。
Another bracket C8b is provided at the axial center of the float 8 at a position approximately 90 degrees apart from the bracket Baa and protrudes from the outer surface, and is connected to a rod 9a of the drive device 9, which will be described later.
is connected with a pin.

駆動装置9は2本の上澄液排出管6の軸方向中間部に設
けた反力点9bにビン結合されたシリンダーを用いてい
る。
The drive device 9 uses a cylinder connected to a reaction force point 9b provided at an axially intermediate portion of the two supernatant liquid discharge pipes 6.

このシリンダーは液圧でも空圧のいずれの駆動方式でも
良く、図示を省略している液槽外の操作盤から遠隔操作
される。
This cylinder may be driven by either hydraulic or pneumatic pressure, and is remotely controlled from an operation panel outside the liquid tank (not shown).

なお駆動装置としてはこの実施例に示すような液圧又は
空圧シリンダ一方式の他、前記フロートのブラケットC
にローブ端を固定し、このロープは連結管部に設けたロ
ーラーを介して液槽外に設置したウィンチ等の駆動装置
にて張力を加える装置や、又はフロート8のブラケット
B8aに回転機構を取付け、トラフ7の水平軸7bに設
けた歯車等に相対的回転を伝達する方式等を用いても良
い。
In addition to the hydraulic or pneumatic cylinder type as shown in this embodiment, the drive device may be a hydraulic or pneumatic cylinder type as shown in this embodiment, or the bracket C of the float.
The rope end is fixed at the end of the rope, and the rope is tensioned by a drive device such as a winch installed outside the liquid tank via a roller provided on the connecting pipe, or a rotating mechanism is attached to the bracket B8a of the float 8. , a method of transmitting relative rotation to a gear or the like provided on the horizontal shaft 7b of the trough 7 may be used.

10は最高液位において上澄液排出装置が液槽1の側壁
に接触しないようにするためのストッパーである。
10 is a stopper for preventing the supernatant liquid discharge device from contacting the side wall of the liquid tank 1 at the highest liquid level.

以上のように構成された装置を用いて、回分式活性汚泥
による水処理の上澄液を排出する場合は以下の通り行う
When discharging the supernatant liquid from batch-type activated sludge water treatment using the apparatus configured as described above, the procedure is as follows.

汚水の流入、曝気、沈澱、排水の水処理工程の全工程に
亘ってこの装置を液面に浮上させておき、排水の工程時
のみ駆動装置を作動させる。排水のスタート時にはトラ
フ7の水平軸7bを回転中心としてフロート8を時計廻
りに回転せしめ、上澄液排出管の開口端6aが液面11
より下側になるようにする。
This device is kept floating on the liquid surface during all the water treatment steps, including inflow of sewage, aeration, sedimentation, and wastewater, and the drive device is operated only during the draining step. At the start of drainage, the float 8 is rotated clockwise around the horizontal axis 7b of the trough 7, so that the open end 6a of the supernatant liquid discharge pipe reaches the liquid level 11.
Make it lower.

この結果、液面11よりわずかに下側の上澄液を排出管
を通して液槽外に連続的に排出される。上澄液排出に伴
い液面11は降下し汚泥界面12の近くの所定水深にな
ると別途水処理工程管理用に設けた液面計から排水スト
ップ信号が送られ駆動装置9にてフロート8をトラフ7
の水平軸に対して反時計廻りに回転させることにより上
澄液排出管6の開口端6aを液面11より上方になるよ
うにする。
As a result, the supernatant liquid slightly below the liquid level 11 is continuously discharged out of the liquid tank through the discharge pipe. As the supernatant liquid is discharged, the liquid level 11 decreases, and when it reaches a predetermined water depth near the sludge interface 12, a drainage stop signal is sent from a liquid level gauge separately installed for water treatment process control, and the drive device 9 moves the float 8 to the trough. 7
The opening end 6a of the supernatant liquid discharge pipe 6 is made to be above the liquid level 11 by rotating it counterclockwise with respect to the horizontal axis of the supernatant liquid discharge pipe 6.

この状態で汚水が流入されると排水しない状態で次第に
液面は上昇し、以下、曝気、沈澱後排水工程を繰返す。
When sewage is introduced in this state, the liquid level gradually rises without being drained, and the aeration, sedimentation, and drainage steps are then repeated.

なお、この装置は回分式活性汚泥処理の上澄液排出以外
のバッチ式沈澱処理の上澄液排出に用いることができる
のは云うまでもない。
It goes without saying that this device can be used for discharging supernatant liquid in batch-type sedimentation processes other than discharging supernatant liquid in batch-type activated sludge treatment.

[発明の効果] この発明によれば上澄液取入口を有するトラフの水平軸
にブラケットを介してフロートが連結されており、フロ
ートはトラフの軸を回転中心として駆動装置により回転
させられて、上澄液の排出を制御される構成となってい
るので、水処理工程の全工程に亘って装置を液面上にフ
ロートで支持しておき、排水のスタート、ストップ時の
み、駆動装置を操作すれば良いため非常に簡単な自動装
置となる。
[Effects of the Invention] According to the present invention, a float is connected via a bracket to the horizontal shaft of a trough having a supernatant fluid inlet, and the float is rotated by a drive device about the shaft of the trough, Since the system is configured to control the discharge of supernatant liquid, the device is supported on a float above the liquid level during the entire water treatment process, and the drive device is operated only when starting and stopping drainage. This makes it a very simple automatic device.

又、駆動装置はフロートとトラフの相対的回転に用いる
のみであるため従来方式のように上澄液を排出しない時
はフロートおよびトラフを空中に引上げる方式に較べて
小規模のものを用いることが可能となる。
In addition, since the drive device is only used for relative rotation of the float and trough, a smaller device should be used when the supernatant liquid is not being discharged as in the conventional method, compared to the method of lifting the float and trough into the air. becomes possible.

又、上澄液の排出はフロートとトラフの回転角を一定に
しておけば排出スタート時には液面からある程度深い位
置で行われ、液面が降下するに従って(汚泥界面に近づ
くにつれて)液面から浅い位置になり、清澄な上澄液の
排出ができる。
In addition, if the rotation angle of the float and trough is kept constant, the supernatant liquid will be discharged at a certain depth from the liquid level at the start of the discharge, and as the liquid level descends (as it approaches the sludge interface) it will become shallower from the liquid level. position, allowing clear supernatant liquid to be discharged.

又、上澄液排出の途中でフロートとトラフの回転角を調
整することにより上澄液の排出深さを一定に保つように
することも可能である。
It is also possible to keep the discharge depth of the supernatant constant by adjusting the rotation angles of the float and the trough during the discharge of the supernatant.

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

第1図、第2図、第3図は本発明の実施例装置で、第1
図は上澄液排出中の装置のitlきを示す側面図、第2
図は最底液面に達した後排水をストップした状況図、第
3図は装置がほぼ水平状態における平面図、第4図は本
発明の上澄液排出の主要部動作説明図、第5図、第6図
は従来装置の説明図である。 1・・・液槽       2・・・連結管3・・・回
転ジヨイント  4・・・排出管5・・・ブラケットA
   6・・・上澄液排出管6a・・・開口端    
  7・・・トラフ7a・・・液収人口     7b
・・・水平軸8・・・フロート     8a・・・ブ
ラケットB8b・・・ブラケットC 9・・・駆動装置(シリンダー) 9a・・・シリンダーロッド 9b・・・固定点10・
・・ストッパー    11・・・液面11a・・・最
低排出液位  12・・・汚泥界面13・・・側室  
     14・・・回転シール15・・・J結1  
    16・・・アーム17・・・バッフルフロート
FIGS. 1, 2, and 3 show an embodiment of the present invention;
The figure is a side view showing the itl position of the device during supernatant liquid discharge.
The figure shows the situation when drainage is stopped after reaching the bottom liquid level, Figure 3 is a plan view when the device is in a nearly horizontal state, Figure 4 is an explanatory diagram of the main parts of the supernatant liquid discharge of the present invention, and Figure 5 6 are explanatory diagrams of a conventional device. 1...Liquid tank 2...Connecting pipe 3...Rotating joint 4...Discharge pipe 5...Bracket A
6...Supernatant liquid discharge pipe 6a...Open end
7...Trough 7a...Liquid collection population 7b
...Horizontal shaft 8...Float 8a...Bracket B8b...Bracket C 9...Drive device (cylinder) 9a...Cylinder rod 9b...Fixing point 10.
... Stopper 11 ... Liquid level 11a ... Minimum discharge liquid level 12 ... Sludge interface 13 ... Side chamber
14... Rotating seal 15... J knot 1
16...Arm 17...Baffle float

Claims (1)

【特許請求の範囲】[Claims] 1 一端は密閉され、他端は液槽外に配管された管(4
)を回転自在に接続された連結管(2)が、最底排出液
位(11a)より下方の液槽下部に固定された複数のブ
ラケットAで水平軸廻りに回転自在に支持されており、
前記連結管(2)には液面方向に延長する上澄液排出管
(6)の一端が連通状態で固着され、他端は開口されて
上澄液取入口を有するトラフ(7)に固定されており、
前記トラフ(7)の水平軸(7b)にはブラケットBを
介してフロート(8)が連結されており、フロート(8
)は前記トラフ(7)の水平軸を回転中心として駆動装
置(9)により回転可能としたことを特徴とする上澄液
排出装置。
1 One end is sealed and the other end is a pipe (4
) is rotatably connected to the connecting pipe (2), which is rotatably supported around a horizontal axis by a plurality of brackets A fixed to the lower part of the liquid tank below the lowest discharge liquid level (11a),
One end of a supernatant liquid discharge pipe (6) extending in the liquid surface direction is fixed in communication with the connecting pipe (2), and the other end is opened and fixed to a trough (7) having a supernatant liquid intake port. has been
A float (8) is connected to the horizontal shaft (7b) of the trough (7) via a bracket B.
) is a supernatant liquid discharge device characterized in that it is rotatable by a drive device (9) about the horizontal axis of the trough (7).
JP63174750A 1988-07-13 1988-07-13 Supernatant liquid discharge apparatus Pending JPH0226694A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63174750A JPH0226694A (en) 1988-07-13 1988-07-13 Supernatant liquid discharge apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63174750A JPH0226694A (en) 1988-07-13 1988-07-13 Supernatant liquid discharge apparatus

Publications (1)

Publication Number Publication Date
JPH0226694A true JPH0226694A (en) 1990-01-29

Family

ID=15984029

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63174750A Pending JPH0226694A (en) 1988-07-13 1988-07-13 Supernatant liquid discharge apparatus

Country Status (1)

Country Link
JP (1) JPH0226694A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100855465B1 (en) * 2008-06-02 2008-09-01 이진국 Twist link structure for supernatant liquid decanter of sequential batch reactor
KR100856000B1 (en) * 2006-12-29 2008-09-02 한양대학교 산학협력단 Auto balancing type decanter for wastewater treatment
JP2008307459A (en) * 2007-06-13 2008-12-25 Shibaura Institute Of Technology Polluted seawater purification method by microorganism derived from seawater

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100856000B1 (en) * 2006-12-29 2008-09-02 한양대학교 산학협력단 Auto balancing type decanter for wastewater treatment
JP2008307459A (en) * 2007-06-13 2008-12-25 Shibaura Institute Of Technology Polluted seawater purification method by microorganism derived from seawater
KR100855465B1 (en) * 2008-06-02 2008-09-01 이진국 Twist link structure for supernatant liquid decanter of sequential batch reactor

Similar Documents

Publication Publication Date Title
US4956100A (en) Method and apparatus for mixing and surface skimming water treatment basins
JP2007237014A (en) Stirring device
US4290887A (en) Liquid surface decanter
CN216867031U (en) Constant liquid level difference reflux device for sewage treatment
JPH0226694A (en) Supernatant liquid discharge apparatus
JPH08266985A (en) Paint stirring apparatus
KR101868975B1 (en) Discharge apparatus of superiority water
CN213823790U (en) Light calcium carbonate settling basin
JP2001087788A (en) Apparatus for discharging supernatant liquid
JPS6025516A (en) Sand sucking-up apparatus
JP2989805B1 (en) How to adjust the water level in the sedimentation tank
CN219952159U (en) Tailing pond drainage device
CN221168051U (en) Pool mechanical drainage device and pool
KR20190118308A (en) Floating decanter for wastewater treatment system
JPH0483579A (en) Rotary driving type scum removing apparatus
KR20230000979U (en) Settling scum removal apparatus
JPH0737684Y2 (en) Clear water extraction device
JPH01123608A (en) Clean water discharge device for waste water treating vessel
JPH0639209A (en) Supernatant water discharge
JP2000140511A (en) Supernatant water drain apparatus
JPS6239680B2 (en)
JPS6231123Y2 (en)
JP2511913Y2 (en) Scum processor
JPH01148311A (en) Treated water discharge device for waste water treatment vessel
JP2535206Y2 (en) Supernatant discharge device with scum removal device