JPH0716564B2 - Clear water drainage device - Google Patents
Clear water drainage deviceInfo
- Publication number
- JPH0716564B2 JPH0716564B2 JP3104000A JP10400091A JPH0716564B2 JP H0716564 B2 JPH0716564 B2 JP H0716564B2 JP 3104000 A JP3104000 A JP 3104000A JP 10400091 A JP10400091 A JP 10400091A JP H0716564 B2 JPH0716564 B2 JP H0716564B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- overflow weir
- drainage
- water surface
- drainage device
- 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 title claims description 84
- 239000006228 supernatant Substances 0.000 description 15
- 239000010802 sludge Substances 0.000 description 12
- 238000000034 method Methods 0.000 description 9
- 238000005273 aeration Methods 0.000 description 7
- 238000007599 discharging Methods 0.000 description 5
- 230000003028 elevating effect Effects 0.000 description 3
- 239000010865 sewage Substances 0.000 description 3
- 238000001556 precipitation Methods 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Activated Sludge Processes (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、回分式活性汚泥処理槽
の汚水を曝気後、上澄水を排水する上澄水排水装置に関
するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a supernatant water discharge device for discharging supernatant water after aeration of waste water in a batch type activated sludge treatment tank.
【0002】[0002]
【従来の技術】従来、回分式活性汚泥処理槽の上澄水を
排出するための排水装置として、実開昭60−1042
04号公報、実開昭59−7092号公報等に開示され
たものが知られている。前者は、フロートに設けた昇降
装置にて配水管の吸引口を昇降しフロートと吸引口間を
開閉させて上澄水を流入させるものであり、後者は排水
パイプに取り付けたフロートタンクにエアを吸入、排出
して、排水パイプ全体を水面上下に昇降させるものであ
る。2. Description of the Related Art Conventionally, as a drainage device for discharging the supernatant water of a batch type activated sludge treatment tank, there is a practical use as a drainage device.
Those disclosed in Japanese Patent Laid-Open No. 04, 59-7092 and the like are known. The former is to raise and lower the suction port of the water distribution pipe with the lifting device installed on the float to open and close the space between the float and the suction port to let in clear water, and the latter sucks air into the float tank attached to the drain pipe. , Discharges and raises and lowers the entire drainage pipe above and below the water surface.
【0003】[0003]
【発明が解決しようとする課題】前者は吸入口とフロー
ト間のシール部分から汚水・スカムが洩れるおそれがあ
り、後者は排水パイプ全体をフロートタンクの空気吸込
排出で昇降するため、装置として大がかりとなってしま
う欠点があった。本発明は、簡易な機構により、安定し
て上澄水を排出することが可能な上澄水排水装置を提供
することを目的とする。The former may cause sewage and scum to leak from the seal portion between the suction port and the float, and the latter moves up and down the entire drain pipe by the air suction and discharge of the float tank, which is a large device. There was a drawback that became. An object of the present invention is to provide a supernatant water drainage device capable of stably discharging supernatant water with a simple mechanism.
【0004】[0004]
【課題を解決するための手段及びその作用】上記目的を
達成するため、本発明の上澄水排水装置は、水面下の位
置に開口する集水口を有する有底の集水容器をフロート
に固定し、集水容器の内部に伸縮管を介して排水管に連
接した越流堰を配設し、越流堰を水面下の位置から水面
上の位置まで昇降させる昇降装置を設けたことを要旨と
し、これにより、曝気時には越流堰を昇降装置により水
面上に持ち上げて汚水を排出させないようにし、上澄水
の排水時には越流堰を下降させて、水面下の位置に開口
する集水口から流入するスカムの混入していない上澄水
のみを排出させることにより、安定した水質を保つよう
にしたものである。In order to achieve the above object, in the supernatant water drainage device of the present invention, a bottomed water collecting container having a water collecting port opening at a position below the water surface is fixed to a float. The summary is that an overflow weir that is connected to the drainage pipe via an expansion tube is installed inside the water collection container, and an elevating device that elevates the overflow weir from a position below the water surface to a position above the water surface is provided. , As a result, during aeration, the overflow weir is lifted above the water surface by the lifting device so that sewage is not discharged, and when the supernatant water is drained, the overflow weir is lowered and flows in from the water collecting port that opens below the water surface. By discharging only the supernatant water that does not contain scum, stable water quality is maintained.
【0005】[0005]
【実施例】以下、本発明の上澄水排水装置を図示の実施
例にもとづいて説明する。図に示すように本発明の上澄
水排水装置は2つのフロート1を両側に有し、回分式活
性汚泥処理槽の水面に浮遊して使用される。両側のフロ
ート1を連結する架台を兼ねた連結材9の下部に取り付
けた集水容器2には、側面から上澄水を容器内に取り込
むための集水口3を設ける。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The clear water drainage device of the present invention will be described below with reference to the illustrated embodiments. As shown in the figure, the supernatant water drainage device of the present invention has two floats 1 on both sides and is used by floating on the water surface of a batch type activated sludge treatment tank. A water collecting container 2 attached to a lower portion of a connecting member 9 which also serves as a pedestal for connecting the floats 1 on both sides is provided with a water collecting port 3 for taking the supernatant water into the container from the side.
【0006】集水口3を設ける位置は、少なくとも水面
下10cm以上とする。これは水面に浮遊するスカム分
を上澄水とともに吸い込むことを防ぐためである。ただ
し、あまり深い位置に集水口3を設けると、排水に伴っ
て水位が低下し、汚泥界面に近づいた時に、集水に伴う
流れによって沈澱している汚泥が巻き上げられ上澄水と
いっしょに汚泥を吸い込むおそれがあるため、水面下2
0cm程度の位置が適切である。また、集水容器2の底
部は、スカムが浮上してきたときに底面に付着するのを
防ぐため傾斜を設けている。また、集水容器2の内部に
溜った汚泥を容器の外に排出できるように、この傾向部
分の最下部附近に必要最小限の開口を設けるのが望まし
い。The position where the water collecting port 3 is provided is at least 10 cm below the water surface. This is to prevent the scum floating on the water surface from being sucked together with the clear water. However, if the water collection port 3 is provided too deeply, the water level will drop with the drainage, and when it approaches the sludge interface, the sludge that has settled due to the flow accompanying the water collection will be rolled up and the sludge will be removed together with the supernatant water. 2 below the surface of the water as it may be inhaled
A position of about 0 cm is suitable. Further, the bottom portion of the water collection container 2 is provided with an inclination in order to prevent the scum from adhering to the bottom surface when it floats. Moreover, it is desirable to provide a necessary minimum opening near the lowermost part of this tendency portion so that the sludge accumulated inside the water collection container 2 can be discharged to the outside of the container.
【0007】集水容器2の内部には、集水容器2の底部
に固定された継手6に蛇腹式又は入子式等の伸縮管5を
取り付け、伸縮管5の上部に越流堰4を設ける。越流堰
4は、フロート1上の連結材9に取り付けた昇降装置7
の作動棒8に連結され、作動棒8の上下動によって越流
堰4の位置を水面下の位置から水面上の位置まで昇降さ
せることができるようにする。Inside the water collection container 2, a bellows type or telescopic type expansion pipe 5 is attached to a joint 6 fixed to the bottom of the water collection container 2, and an overflow weir 4 is provided above the expansion pipe 5. Set up. The overflow weir 4 is a lifting device 7 attached to the connecting member 9 on the float 1.
It is connected to the operating rod 8 of the above, and the position of the overflow weir 4 can be moved up and down from the position below the water surface to the position above the water surface by the vertical movement of the operating rod 8.
【0008】また、水位の変動に対してフロート1を追
従させるため、連結材9の上部にアーム11を取り付け
て他端側を固定側に固定し、固定点の周りに円弧状にス
イングする構造とする。そのため、集水容器2からの配
水管12には伸縮式のものを用いているが、第3図に図
示のように集水容器2の下部に回転継手を設け、回転継
手から所定長さの直管、さらに他端の回転継手を介して
排水を行ってもよい。その場合、水中深くに設けた回転
継手を固定点としてスイングするため、アーム11は不
要となる。また、このような円弧状の動きに対して、フ
ロート1の側面にガイド支柱を設け、上下方向に移動さ
せる方法を用いてもよい。Further, in order to make the float 1 follow the fluctuation of the water level, an arm 11 is attached to the upper part of the connecting member 9, the other end side is fixed to the fixed side, and it swings in an arc around the fixed point. And Therefore, the water distribution pipe 12 from the water collection container 2 is of a telescopic type, but a rotary joint is provided at the bottom of the water collection container 2 as shown in FIG. Drainage may be performed through a straight pipe and a rotary joint at the other end. In that case, since the rotary joint provided deep in the water swings as the fixed point, the arm 11 is unnecessary. In addition, it is possible to use a method of providing a guide column on the side surface of the float 1 and moving the guide column in the vertical direction with respect to such an arc-shaped movement.
【0009】次に本発明の動作について説明する。回分
式活性汚泥処理槽には、本発明の上澄水排水装置以外に
曝気装置が設けられ、汚水の流入工程と、曝気工程、沈
澱工程及び排水工程からなるサイクル運転を行うように
構成する。曝気工程では、それまで沈澱していた汚泥が
巻き上げられ、槽内全体が完全混合状態になるため、第
1図に示したように越流堰4が水面下にあると汚泥が少
しずつ越流堰4から流入し、排水用の伸縮式の排水管1
2の中に蓄積することになるため、排水工程以外の時間
帯は、昇降装置7により作動棒8を上昇させ、越流堰4
を水面上に引き上げておくことによって、汚泥の侵入を
防止する。この時、昇降装置7は越流堰4との伸縮管5
のみを引き上げるため大きな力を必要とはせず、排水装
置全体を引き上げる従来の方法に比べると小さな容量の
昇降装置7を用いることができる。Next, the operation of the present invention will be described. The batch type activated sludge treatment tank is provided with an aeration device in addition to the supernatant water drainage device of the present invention, and is configured to perform a cycle operation including a wastewater inflow process and an aeration process, a precipitation process and a drainage process. In the aeration process, the sludge that had settled until then is rolled up, and the entire tank is in a completely mixed state. Therefore, as shown in Fig. 1, if the overflow weir 4 is below the water surface, the sludge gradually overflows. Telescopic drainage pipe 1 for drainage that flows in from the weir 4.
In the time period other than the drainage process, the operating rod 8 is lifted by the lifting device 7 and the overflow weir 4 is accumulated.
The sludge is prevented from entering by raising it above the surface of the water. At this time, the lifting device 7 is connected to the overflow weir 4 and the expansion pipe 5
It does not require a large force to lift only the drainage device, and the lifting device 7 having a smaller capacity than that of the conventional method of lifting the entire drainage device can be used.
【0010】曝気工程を用い、沈澱工程において汚泥を
沈澱させた後、排水工程になると昇降装置7により作動
棒8を下降させ、越流堰4が水面下に沈められ、排水が
開始される。このように越流堰4自身が弁の機能を持つ
ため、配水管12には別途弁を設ける必要がない。ま
た、越流堰4の浸漬深さを作動棒8の昇降状態によって
調整することができるため、排水の流量を調整すること
ができる。上澄水は集水容器2の側面に設けられた集水
口3から取り込まれる、集水口3が水面下の位置に設け
られているため、水面上にスカムがあってもスカムをい
っしょに吸引することはない。After sludge is settled in the settling step using the aeration step, in the draining step, the operating rod 8 is lowered by the elevating device 7, the overflow weir 4 is submerged below the water surface, and drainage is started. Since the overflow weir 4 itself has a valve function in this way, it is not necessary to provide a separate valve in the water distribution pipe 12. Further, since the immersion depth of the overflow weir 4 can be adjusted depending on the ascending / descending state of the operating rod 8, the flow rate of drainage can be adjusted. The clear water is taken in from the water collecting port 3 provided on the side surface of the water collecting container 2. Since the water collecting port 3 is provided at the position below the water surface, the scum should be sucked together even if there is scum on the water surface. There is no.
【0011】[0011]
【発明の効果】本発明によれば、曝気時には越流堰を昇
降装置により水面上に持ち上げて汚水を排出させないよ
うにし、上澄水の排水時には越流堰を下降させて、水面
下の位置に開口する集水口から流入するスカムの混入し
ていない上澄水のみを排出させることにより、きわめて
簡易な機構により、安定した水質を保つことができる。
また、本発明によれば、水面下の位置に開口する集水口
を有する有底の集水容器をフロートに固定し、集水容器
の内部に伸縮管を介して排水管に連接した越流堰を配設
しているため、沈澱工程時に水面に浮上してくるスカム
が集水容器内に取り込まれることがなく、また、排水工
程時に水面下の最適な位置の上澄水を取り込むことがで
き、スカムの混入していない上澄水のみを安定して排出
することができる。According to the present invention, at the time of aeration, the overflow weir is lifted above the water surface by the elevating device so that the sewage is not discharged, and when the supernatant water is drained, the overflow weir is lowered to the position below the water surface. Stable water quality can be maintained by an extremely simple mechanism by discharging only the supernatant water that does not contain scum that flows in through the open water collection port.
Further, according to the present invention, a bottomed water collecting container having a water collecting port opening at a position below the water surface is fixed to the float, and the overflow weir is connected to the drain pipe through the expansion pipe inside the water collecting container. The scum that floats on the water surface during the precipitation step is not taken into the water collection container during the settling process, and the clear water at the optimum position below the water surface can be taken in during the draining process. Only the supernatant water without scum can be stably discharged.
【図1】本発明の上澄水排水装置正面図である。FIG. 1 is a front view of a clear water drainage device of the present invention.
【図2】図1のA−A’線に沿う断面図である。FIG. 2 is a cross-sectional view taken along the line A-A ′ of FIG.
【図3】第3図は従来の装置である。FIG. 3 is a conventional device.
【符号の説明】 1 フロート 2 集水容器 3 集水口 4 越流堰 5 伸縮管 6 継手 7 昇降装置 8 作動棒 9 連結材 11 アーム 12 排水管[Explanation of Codes] 1 Float 2 Water collecting container 3 Water collecting port 4 Overflow weir 5 Expansion pipe 6 Joint 7 Lifting device 8 Actuating rod 9 Connecting material 11 Arm 12 Drain pipe
Claims (1)
有する有底の集水容器(2)をフロート(1)に固定
し、前記集水容器(2)の内部に伸縮管(5)を介して
排水管(12)に連接した越流堰(4)を配設し、該越
流堰(4)を水面下の位置から水面上の位置まで昇降さ
せる昇降装置(8)を設けたことを特徴とする上澄水排
水装置。1. A bottomed water collecting container (2) having a water collecting port (3) opening at a position below the water surface is fixed to a float (1), and a telescopic tube (2) is provided inside the water collecting container (2). An overflow device (8) for arranging an overflow weir (4) connected to the drainage pipe (12) via 5) and moving the overflow weir (4) from a position below the water surface to a position above the water surface is provided. A clear water drainage device characterized by being provided.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3104000A JPH0716564B2 (en) | 1991-02-08 | 1991-02-08 | Clear water drainage device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3104000A JPH0716564B2 (en) | 1991-02-08 | 1991-02-08 | Clear water drainage device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0639209A JPH0639209A (en) | 1994-02-15 |
| JPH0716564B2 true JPH0716564B2 (en) | 1995-03-01 |
Family
ID=14369020
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3104000A Expired - Lifetime JPH0716564B2 (en) | 1991-02-08 | 1991-02-08 | Clear water drainage device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0716564B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100956554B1 (en) * | 2009-10-30 | 2010-05-10 | 한국정화기술 주식회사 | Apparatus for removing micro floc and waste water treatment apparatus using the same |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100707490B1 (en) * | 2006-11-03 | 2007-04-13 | 경수환경 주식회사 | Super Water Discharge Device |
| CN114832464B (en) * | 2022-05-19 | 2024-11-05 | 惟创环境科技有限公司 | Adjustable liquid level filter |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60104204U (en) * | 1983-12-19 | 1985-07-16 | 株式会社 西原環境衛生研究所 | decanter |
| JPS6346083Y2 (en) * | 1986-03-07 | 1988-12-01 |
-
1991
- 1991-02-08 JP JP3104000A patent/JPH0716564B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100956554B1 (en) * | 2009-10-30 | 2010-05-10 | 한국정화기술 주식회사 | Apparatus for removing micro floc and waste water treatment apparatus using the same |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0639209A (en) | 1994-02-15 |
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