JPH01174936A - Method and apparatus for detecting concentration and interface of sludge - Google Patents

Method and apparatus for detecting concentration and interface of sludge

Info

Publication number
JPH01174936A
JPH01174936A JP62332713A JP33271387A JPH01174936A JP H01174936 A JPH01174936 A JP H01174936A JP 62332713 A JP62332713 A JP 62332713A JP 33271387 A JP33271387 A JP 33271387A JP H01174936 A JPH01174936 A JP H01174936A
Authority
JP
Japan
Prior art keywords
sludge
interface
transparent body
sewage
concentration
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
JP62332713A
Other languages
Japanese (ja)
Inventor
Kaoru Mihashi
薫 三橋
Haruo Tsujimoto
辻本 治男
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 Manufacturing Co Ltd
Original Assignee
Tsurumi Manufacturing Co 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 Tsurumi Manufacturing Co Ltd filed Critical Tsurumi Manufacturing Co Ltd
Priority to JP62332713A priority Critical patent/JPH01174936A/en
Publication of JPH01174936A publication Critical patent/JPH01174936A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To simplify an equipment and to reduce installation cost by performing the detection of the concn. of sludge and the detection of the interface thereof by one detection apparatus, by inserting a transparent body between the light projecting and receiving surfaces of a transmission type optical sensor so as to provide predetermined intervals from both surfaces. CONSTITUTION:A transparent body 3 is inserted between the light projecting and receiving surfaces 2a, 2b of the transmission type optical sensor, which are provided in opposed relationship at a predetermined interval through the sewage in a sewage treatment tank, so as to provide predetermined intervals from said surfaces 2a, 2b. By this structure, the interposing width of sewage is brought to a contracted state and, in this state, the concn. of sludge is detected after the discharge of supernatant water. Further, the insertion of the transparent body is released to increase the separation width of sewage and, in this state, the interface of sludge at the time of sedimentation is detected. By this method, since the detection of the concn. of sludge after the discharge of supernatant water and the detection of the interface of the sludge at the time of sedimentation can be performed by one interface detection apparatus, the equipment is simplified.

Description

【発明の詳細な説明】 〔発明の技術分野〕 本発明は、汚水処理槽内における汚泥の濃度と界面を検
出するための方法および装置に関するものである。
TECHNICAL FIELD OF THE INVENTION The present invention relates to a method and apparatus for detecting sludge concentration and interface in a sewage treatment tank.

〔発明の背景〕[Background of the invention]

活性汚泥法をはじめ、懸濁態の微生物を用いる各種の生
物学的廃水処理法にあっては、汚水処理槽内に一定の微
生物を保持し且つ上澄水放流時の汚泥巻込みを防止する
うえで、汚泥の濃度検出および界面検出が極めて重要で
ある。49に間欠曝気法を自動化して最適な処理条件を
得るためには、上記検出作業は欠かすことのできない重
要事である。
In various biological wastewater treatment methods that use suspended microorganisms, including the activated sludge method, it is necessary to maintain a certain level of microorganisms in the sewage treatment tank and prevent sludge entrainment when supernatant water is discharged. Therefore, sludge concentration detection and interface detection are extremely important. 49. In order to automate the intermittent aeration method and obtain optimal processing conditions, the above detection work is indispensable and important.

しかしながら、元センサーを用いて汚泥の濃度と界面の
検出を行わせるについて、汚泥の濃度検出に適戸な投・
受光面間の距離は約1cIILと小さいのに対し、界面
検出に適当な距離は約2〜5cILと大きい、。従って
、濃度検出用と界面検出用の2つの検出装置が必要とな
シ、設備が複雑となると共に設備費も嵩むことになる。
However, when using the original sensor to detect the sludge concentration and interface, there are
The distance between the light receiving surfaces is as small as about 1 cIL, whereas the distance suitable for interface detection is as large as about 2 to 5 cIL. Therefore, two detection devices, one for concentration detection and one for interface detection, are required, which makes the equipment complicated and increases the equipment cost.

〔発明の目的〕[Purpose of the invention]

本発明の目的は、汚水処理槽内に常に一定量の汚泥微生
物を保持させるための汚泥濃度検出と、上び水放流時に
おける汚泥巻込を防止するための界面検出とを、1つの
検出装置、によって行わることによ)、設備の簡素化と
設備費の節減に資することにある。
An object of the present invention is to detect sludge concentration in order to always maintain a certain amount of sludge microorganisms in a sewage treatment tank, and to detect an interface in order to prevent sludge entrainment when discharging top water into a single detection device. ), it contributes to simplifying equipment and reducing equipment costs.

〔発明の構成〕[Structure of the invention]

本発明に係る汚泥の濃度と界面を検出する方法において
は、汚水処理槽内の汚水を介して所定間隔に対向するよ
う配設された透過型光センサーの投・受光面間に、所定
の間隙を保って透明体を挿入することにより汚水の介在
幅を縮小させた状態となし、この状態により上U水放流
後における汚泥の濃度検出を行い、また、上記透明体の
挿入を解除することにより汚水の分離幅を増大させた状
態となし、この状態により汚泥の沈澱時における界面検
出を行うのである。
In the method for detecting the concentration and interface of sludge according to the present invention, a predetermined gap is formed between the light emitting and light receiving surfaces of transmission type optical sensors that are arranged to face each other at a predetermined distance across the sewage in the sewage treatment tank. By inserting a transparent body while maintaining the above, the width of the intervening sewage is reduced, and in this state, the concentration of sludge after discharge of upper U water is detected, and by canceling the insertion of the transparent body. The sewage separation width is increased, and this state is used to detect the interface during sludge settling.

また、本発明に係る汚泥の濃度と沈降界面を検出する装
置においては、透過型光センサーの投・受光面を所定間
隔に対向するよう配設して核投・受光面間に汚水処理槽
内の汚水が介在し得るようになし、投・受光面と所定の
間隙を保って挿入し得る透明体を元センサーの光路と直
交状に立設し、透明体の挿入時には汚水の介在幅が縮小
されて汚泥の濃度検出に適した態様となシ、また、透明
体の脱出時には汚水の介在幅が拡大されて汚泥の沈澱時
における界面検出に適した態様となるよう構成したので
ある。
In addition, in the device for detecting the sludge concentration and sedimentation interface according to the present invention, the transmitting and receiving surfaces of the transmission type optical sensor are arranged to face each other at a predetermined interval, and the transmitting and receiving surfaces of the transmission type optical sensor are arranged to face each other at a predetermined interval. A transparent body that can be inserted while maintaining a predetermined gap with the light emitting/receiving surface is installed perpendicular to the optical path of the original sensor, so that when the transparent body is inserted, the width of the intervening sewage is reduced. In addition, when the transparent body escapes, the intervening width of the sewage is expanded, so that the configuration is suitable for detecting the interface when the sludge settles.

〔実施例〕〔Example〕

実施例の図面において、1は汚水処理槽内の水位に対応
して昇降する双子形または環状のフロートで、槽内水の
介在し得る挟間Gを距てて対向する鉛直面1a、lbを
有し、一方の鉛直面1aには透過型光センサーの投光面
2aが前記挟間Gと直面するように埋設せられ、該投光
面2aと同心状に対向する受光面2bが他方の鉛直面1
bに埋設せられ、これら投・受光面2a、2bによって
光センサーの感知部2が構成される。そしてこの感知部
2が槽内水の水面下における任意所定の深度に位置する
ようフロートlの浮力を設定する。
In the drawings of the embodiment, reference numeral 1 denotes a twin-shaped or annular float that rises and falls according to the water level in the sewage treatment tank, and has vertical surfaces 1a and 1b facing each other with a gap G in which water in the tank can be present. A light emitting surface 2a of a transmission type optical sensor is buried in one vertical surface 1a so as to face the gap G, and a light receiving surface 2b concentrically facing the light emitting surface 2a is buried in the other vertical surface 1a. 1
The light emitting/receiving surfaces 2a and 2b constitute the sensing section 2 of the optical sensor. The buoyancy of the float 1 is set so that the sensing part 2 is located at an arbitrary predetermined depth below the surface of the water in the tank.

3はガラス板等の透明体であって、元センサーの投・受
光面2a、2b間と所定の間隙gを保って挟間G内に挿
入し得るよう、例えば処理槽の上方部から紐体4で垂吊
され、或いは根部を槽底上に支承させた態様等で、元セ
ンサーの光路と直交状に立設されている。そして第1図
に見られるよう、70−ト1の下降時には投・受光面2
a、2b間と所定の間隙gを保って透明体3が挟間G内
に挿入されるので、汚水の介在幅が縮小されて汚泥の濃
度検出に適した状態となる。また第2図に見られるよう
、フロート1の上昇時には挟間G内から透明体3が脱出
して、投・受光面2a、2b間における汚水の介在幅が
拡大されるので界面検出に適し念状態となる。5aは挟
間Gの鉛直面1a。
Reference numeral 3 is a transparent body such as a glass plate, and the string 4 is inserted from the upper part of the processing tank, for example, so that it can be inserted into the gap G while maintaining a predetermined gap g between the light emitting/receiving surfaces 2a and 2b of the original sensor. The sensor is hung vertically, or its root is supported on the bottom of the tank, and is erected perpendicular to the optical path of the original sensor. As shown in Figure 1, when the 70-tooth 1 is lowered, the light emitting/receiving surface 2
Since the transparent body 3 is inserted into the gap G while maintaining a predetermined gap g between a and 2b, the width of the intervening sewage is reduced, making it suitable for detecting the concentration of sludge. Furthermore, as shown in Fig. 2, when the float 1 rises, the transparent body 3 escapes from the gap G, expanding the width of the sewage between the projection and reception surfaces 2a and 2b, making it suitable for interface detection. becomes. 5a is the vertical surface 1a of the gap G.

lbと摺接するように透明体3の上縁部に附設せられた
ワイパー、5bは透明体30両側面と摺接するように鉛
直面1a、lbの下縁部に附設せられたワイパーであシ
、汚水処理槽内の放流および満水のたびにフロート1の
昇降作動と連動して摺動し、投・受光面2a、2bおよ
び透明体3の清掃作用を司どる。
A wiper 5b is attached to the upper edge of the transparent body 3 so as to be in sliding contact with the transparent body 30, and a wiper 5b is attached to the lower edge of the vertical surface 1a and lb so as to be in sliding contact with both sides of the transparent body 30. , slides in conjunction with the raising and lowering operation of the float 1 each time the sewage treatment tank is discharged or filled with water, and controls the cleaning action of the light emitting/receiving surfaces 2a, 2b and the transparent body 3.

回分放流式間欠曝気制御においては、間欠曝気の終了後
に汚泥の沈澱と上溌水の放流が行われる。
In batch discharge type intermittent aeration control, sludge sedimentation and overflow water are discharged after intermittent aeration ends.

汚泥の沈澱時における汚水処理槽内の水面は原水の流入
水量に依存して高<、t42図に見られるよう高水位水
面t2を形成し、フロート1はこれに伴ない上昇して狭
[G内から透明体3を脱出させるので、投・受光面2a
、2b間における汚水の介在幅が拡大されて界面検出の
体制が整うことになる。従って光センサーの界面検出作
用により、例えば界面t、の下降により上溌水の層深が
予じめ設定せられた所定値に増大せしめられた時点で別
途上澄水放流装置を作動させ、該上澄水放流装置の作動
により上び水の層深が予じめ設定せられた所定値に減少
した時点で上澄水放流装置の作動を一時停止させ、界面
t、が更に下降したことを検出し念のち一定時間を経過
して上澄水の層深が所定値に増大回復するまで上澄水放
流装置の作動停止を継続するよう、電気的に接続せられ
九放流制御回路を構成しておけば、汚泥の巻込事故は未
然に防止できて処理水の水質保証が得られるととになる
The water level in the sewage treatment tank when the sludge settles depends on the amount of inflow of raw water, forming a high water level t2 as seen in Figure t42, and the float 1 rises accordingly and narrows [G Since the transparent body 3 is released from inside, the light emitting/receiving surface 2a
, 2b is expanded, and a system for detecting the interface is prepared. Therefore, by the interface detection action of the optical sensor, when the layer depth of the supernatant water increases to a predetermined value due to the descent of the interface t, for example, a separate supernatant water discharge device is operated, and the supernatant water discharge device is activated. When the top water layer depth decreases to a predetermined value due to the operation of the clear water discharge device, the operation of the clear water discharge device is temporarily stopped, and the system detects that the interface t has further lowered. If an electrically connected nine discharge control circuit is configured so that the supernatant water discharge device continues to stop operating until the layer depth of the supernatant water increases and recovers to a predetermined value after a certain period of time, the sludge Accidents involving water can be prevented and the quality of treated water can be guaranteed.

上澄水放流後には汚水処理槽内の水面は低くなシ、第1
図に見られるように低水位水面L1  を形成し、フロ
ート1はこれに伴ない下降して狭隙G内へ透明体3が挿
入されるので、投拳受光面25L。
After discharging supernatant water, the water level in the sewage treatment tank should be low, and the first
As seen in the figure, a low water level L1 is formed, and the float 1 is lowered accordingly, and the transparent body 3 is inserted into the narrow gap G, so that the throwing light receiving surface 25L.

2b間における汚水の介在幅が縮小されて濃度検出の体
制が整うことになる。従って光センサーの濃度検出作用
により、例えば汚水処理槽内の汚泥濃度が所定濃度よシ
も高濃度と判定された場合は別途汚泥移送機構を作動さ
せて汚水処理槽内の高濃度汚泥を汚泥濃度調整槽内へ移
送すると共に該汚泥濃度調整槽内の上澄水を汚水処理槽
内へ溢流させて汚水処理槽内の汚泥濃度を稀釈し、また
、汚水処理槽内の汚泥濃度が所定濃度よシも低濃度と判
定された場合は別途汚泥還元機溝を作動させ、汚泥濃度
調整槽内の沈澱汚泥を汚水処理槽内へ還元して汚水処理
槽内の汚泥濃度を濃厚ならしめるよう設備しておけば、
常に一定量の汚泥微生物が保持せられるように汚水処理
槽内の汚泥濃度を調整し得るのである。
The intervening width of sewage between 2b is reduced, and a system for concentration detection is prepared. Therefore, if the concentration detection function of the optical sensor determines that the sludge concentration in the sewage treatment tank is higher than a predetermined concentration, a separate sludge transfer mechanism is activated to remove the high concentration sludge in the sewage treatment tank. At the same time, the supernatant water in the sludge concentration adjustment tank is overflowed into the sewage treatment tank to dilute the sludge concentration in the sewage treatment tank, and the sludge concentration in the sewage treatment tank is lowered to a specified concentration. If the concentration of sludge is also determined to be low, a separate sludge reducing machine is operated to return the settled sludge in the sludge concentration adjustment tank to the sewage treatment tank and make the sludge concentration in the sewage treatment tank thicker. If you keep it,
The sludge concentration in the sewage treatment tank can be adjusted so that a constant amount of sludge microorganisms is always retained.

〔発明の効果〕〔Effect of the invention〕

本発明によれば、上澄水放流後における汚泥の濃度検出
と、汚泥の沈澱時における界面検出とが、1つの界面検
出装置によって行われる丸め、設備が筒素化せられると
いう利点がちる。また、これを所要の装置と結合させる
ことにょシ、汚水処理槽内に常に一定量の汚泥微生物を
保持し得られ、且つ上澄水放流後における汚泥巻込みを
防止し得るのである。
According to the present invention, the detection of the concentration of sludge after discharging supernatant water and the detection of the interface during settling of the sludge are performed by one interface detection device, and there is an advantage that the equipment can be made into a cylinder. Moreover, by combining this with a necessary device, it is possible to always maintain a certain amount of sludge microorganisms in the sewage treatment tank, and it is possible to prevent sludge entrainment after supernatant water is discharged.

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

図面は本発明装置の実施態様を例示した縦断側面図であ
って、第1図は汚泥の濃度検出体制にある状態、第2図
は界面検出装置にある状態を示す。 2a・・・・・・fi−1xンサーの投光面、2b・・
・・・・光センサーの受光面、3・・・・・・透明体、
g・・・・・・所定の間隙。 特許出願人  株式会社鶴見製作所 X−z図
The drawings are longitudinal sectional side views illustrating an embodiment of the apparatus of the present invention, in which FIG. 1 shows a state in which it is in a sludge concentration detection system, and FIG. 2 shows a state in which it is in an interface detection device. 2a...Projecting surface of fi-1x sensor, 2b...
... Light-receiving surface of the optical sensor, 3 ... Transparent body,
g...Predetermined gap. Patent applicant Tsurumi Seisakusho Co., Ltd.

Claims (1)

【特許請求の範囲】 〔第1項〕 汚水処理槽内の汚水を介して所定間隔に対向するよう配
設された透過型光センサーの投・受光面間に、所定の間
隙を保つて透明体を挿入することにより汚水の介在幅を
縮小させた状態となし、この状態により上澄水放流後に
おける汚泥の濃度検出を行い、また、上記透明体の挿入
を解除することにより汚水の介在幅を増大させた状態と
なし、この状態により汚泥の沈殿時における界面検出を
行うことを特徴とする、汚泥の濃度と界面を検出する方
法。 〔第2項〕 透過型光センサーの投・受光面(2a)(2b)を所定
間隔に対向するよう配設して該投・受光面(2a)(2
b)間に汚水処理槽内の汚水が介在し得るようになし、
投・受光面(2a)(2b)と所定の間隙(g)を保つ
て挿入し得る透明体(3)を光センサーの光路と直交状
に立設し、透明体(3)の挿入時には汚水の介在幅が縮
小されて汚泥の濃度検出に適した態様となり、また、透
明体(3)の脱出時には汚水の介在幅が拡大されて汚泥
の沈澱時における界面検出に適した態様となるよう構成
したことを特徴とする、汚泥の濃度と界面を検出する装
置。
[Scope of Claims] [Claim 1] A transparent body is provided with a predetermined gap between the light emitting and light receiving surfaces of the transmission type optical sensor, which are arranged to face each other at a predetermined distance across the sewage in the sewage treatment tank. By inserting the transparent body, the width of the sewage is reduced, and in this state, the concentration of sludge after supernatant water is discharged is detected, and by removing the transparent body, the width of the sewage is increased. A method for detecting the concentration and interface of sludge, characterized in that the interface is detected when the sludge settles based on this state. [Section 2] The transmitting and receiving surfaces (2a) and (2b) of the transmission type optical sensor are arranged so as to face each other at a predetermined interval.
b) Do not allow sewage in the sewage treatment tank to intervene between them;
A transparent body (3) that can be inserted with a predetermined gap (g) between the light emitting/receiving surfaces (2a and 2b) is installed perpendicularly to the optical path of the optical sensor, and when the transparent body (3) is inserted, waste water is removed. The intervening width of the transparent body (3) is reduced to become a mode suitable for detecting the concentration of sludge, and when the transparent body (3) escapes, the intervening width of sewage is expanded to become a mode suitable for interface detection when sludge settles. A device that detects the concentration and interface of sludge.
JP62332713A 1987-12-29 1987-12-29 Method and apparatus for detecting concentration and interface of sludge Pending JPH01174936A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62332713A JPH01174936A (en) 1987-12-29 1987-12-29 Method and apparatus for detecting concentration and interface of sludge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62332713A JPH01174936A (en) 1987-12-29 1987-12-29 Method and apparatus for detecting concentration and interface of sludge

Publications (1)

Publication Number Publication Date
JPH01174936A true JPH01174936A (en) 1989-07-11

Family

ID=18258031

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62332713A Pending JPH01174936A (en) 1987-12-29 1987-12-29 Method and apparatus for detecting concentration and interface of sludge

Country Status (1)

Country Link
JP (1) JPH01174936A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7305868B2 (en) * 2004-03-18 2007-12-11 Seiko Epson Corporation Method and system for evaluating lyophobicity of inner wall of fine tube including lyophobic film

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7305868B2 (en) * 2004-03-18 2007-12-11 Seiko Epson Corporation Method and system for evaluating lyophobicity of inner wall of fine tube including lyophobic film

Similar Documents

Publication Publication Date Title
JP5197621B2 (en) Equipment for measuring sludge concentration in wastewater treatment tanks
US20100018929A1 (en) Primary equalization settling tank
KR100714402B1 (en) Apparatus for sensing precipitation density of sludge in waste water treatment tank
JPS5833037B2 (en) Activated sludge wastewater purification method and equipment
JPH01174936A (en) Method and apparatus for detecting concentration and interface of sludge
JPH01174946A (en) Apparatus for detecting density and interface of sludge
JPS63256182A (en) Method and apparatus for controlling effluence of supernatant water in sewage treatment chamber
CN212214694U (en) A monitoring facilities and mud-water separation equipment for mud-water separation
JPS61204014A (en) Method and device for intaking supernatant water
KR100406908B1 (en) an apparatus for discharging purifying water
JPH07102354B2 (en) Automatic time control device for intermittent aeration
JPH0429920Y2 (en)
JPH01105121A (en) Sludge sedimentation interface detector
JPS63256825A (en) Sludge sedimentation boundary detector
KR102067998B1 (en) A scum collecting device capable of automatic water level tracking and scum collection using buoyancy
JPH0632612Y2 (en) Sludge sedimentation interface detector
JPH0632613Y2 (en) Sludge sedimentation interface detector
JPS63256826A (en) Sludge sedimentation boundary detector
JPH073298Y2 (en) Sludge sedimentation interface detector
JP2599923B2 (en) Automatic sludge thickener
KR20010074161A (en) Exhaust device of foul drain processing unit for exhausting processed foul drain
ATE19275T1 (en) POOL WITH A FLUSH DUMP AND A FLOATING SUB WALL.
JPS5715812A (en) Automatic washing control device for rapid filter basin
JPH0429919Y2 (en)
KR940004662B1 (en) Apparatus for measuring sludge precipitation property