JPS5854878B2 - Back cleaning method for contact “filter” material in sewage immersion “filter” floor treatment method - Google Patents

Back cleaning method for contact “filter” material in sewage immersion “filter” floor treatment method

Info

Publication number
JPS5854878B2
JPS5854878B2 JP55122094A JP12209480A JPS5854878B2 JP S5854878 B2 JPS5854878 B2 JP S5854878B2 JP 55122094 A JP55122094 A JP 55122094A JP 12209480 A JP12209480 A JP 12209480A JP S5854878 B2 JPS5854878 B2 JP S5854878B2
Authority
JP
Japan
Prior art keywords
sludge
contact
filter
sewage
valve
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
Application number
JP55122094A
Other languages
Japanese (ja)
Other versions
JPS5745391A (en
Inventor
真人 西村
秀実 長川
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.)
Hitachi Kiden Kogyo Ltd
Original Assignee
Hitachi Kiden Kogyo 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 Hitachi Kiden Kogyo Ltd filed Critical Hitachi Kiden Kogyo Ltd
Priority to JP55122094A priority Critical patent/JPS5854878B2/en
Publication of JPS5745391A publication Critical patent/JPS5745391A/en
Publication of JPS5854878B2 publication Critical patent/JPS5854878B2/en
Expired 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

  • Biological Treatment Of Waste Water (AREA)

Description

【発明の詳細な説明】 本発明は汚水を好気性微生物の働きで浄化処理する汚水
の浸漬炉床処理法に於ける接触炉材の逆洗浄法に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for backwashing contact furnace materials in a sewage immersion hearth treatment method in which sewage is purified by the action of aerobic microorganisms.

汚水の浸漬炉床処理法に於ては処理槽内に汚水の酸化浄
化用の接触炉材を配置し、この槽内のエアリフト部分の
下方に設置した循環用散気装置あるいは機械攪拌によっ
て空気を吹き込み接触炉材中を循環させることにより汚
水中の微生物が接触炉材表面に着床し、増殖する。
In the immersion hearth treatment method for sewage, a contact furnace material for oxidation and purification of sewage is placed in the treatment tank, and air is pumped through a circulation diffuser or mechanical agitation installed below the air lift section in this tank. By circulating the blown contact furnace material, microorganisms in the wastewater settle on the surface of the contact furnace material and multiply.

この増殖微生物が汚水中のBODを酸化し、浮遊物質を
捕捉して汚水を浄化するものである。
These proliferating microorganisms oxidize BOD in the wastewater, capture suspended solids, and purify the wastewater.

このように汚水浄化時機生物は接触炉材表面に耐着し、
増殖して生物膜となる。
In this way, during sewage purification, organisms adhere to the surface of contact reactor materials,
It proliferates and becomes a biofilm.

この生物膜の厚さがある程度に達すると、汚水の循環流
に接している表面の生物膜が循環流の剪断作用により剥
離され易くなり、又接触炉材表面と接触している生物膜
の深部では生物膜の厚さが増加するに従い酸素の供給が
困難となり嫌気性となって接触炉材に対する粘着力が低
下し、これによって生物膜は接触炉材表面より次第に剥
離される。
When the thickness of this biofilm reaches a certain level, the biofilm on the surface that is in contact with the circulating flow of wastewater is likely to be peeled off due to the shearing action of the circulating flow, and the deep biofilm that is in contact with the surface of the contact reactor material is likely to be peeled off. As the thickness of the biofilm increases, it becomes difficult to supply oxygen and the biofilm becomes anaerobic, reducing its adhesive strength to the contact reactor material, which causes the biofilm to gradually peel off from the surface of the contact reactor material.

こうして剥離した生物膜が汚水中に混じり水質の悪化を
まねく。
The biofilm that has come off in this way gets mixed into the wastewater, leading to deterioration of water quality.

これを防止するため、この生物膜の増殖が一定以上に達
し、浄化能力が低下し、接触炉材より剥離される状態を
予じめみはからって接触炉材下方に設置された散気装置
に接続された逆洗浄用の空気管の弁を手動で開き、洗浄
用散気装置より空気を接触炉材下方より炉材中へ吹き込
み、これにて炉材表面の微生物膜を剥離除去し、この剥
離生物膜は汚泥となって槽下部に沈降し排泥管より槽外
へ排出されるものである。
To prevent this, air diffusers are installed below the contact reactor material in anticipation of the situation in which the growth of this biofilm reaches a certain level, the purification ability decreases, and the biofilm peels off from the contact reactor material. Manually open the valve of the backwashing air pipe connected to the equipment and blow air from below the contact furnace material into the furnace material from the cleaning air diffuser, thereby stripping and removing the microbial film on the surface of the furnace material. This detached biofilm becomes sludge and settles at the bottom of the tank, and is discharged from the tank through the sludge pipe.

このように接触炉材の洗浄は経験的に手動にて行うか、
又は逆洗浄する間隔を時間的に設定しておき、タイター
にて操作して強制的に洗浄を行うようにしている。
In this way, based on experience, cleaning of contact furnace materials should be done manually or
Alternatively, the backwashing interval is set in terms of time, and the titer is operated to forcefully perform the washing.

しかしこの接触炉材の逆洗浄は沢材に生物膜が必要以上
に増殖されているであろうと仮定して行なうため、必ず
しも必要な時に逆洗浄を行うこととはならず、しばしば
剥離生物膜で汚水がさらに汚れた状態でも逆洗されず浄
化能力が低下したままで使用されていることがある。
However, this backwashing of contact reactor materials is performed on the assumption that biofilm has grown on the swamp material more than necessary, so backwashing is not always carried out when necessary, and it is often the case that detached biofilms occur. Even if the wastewater becomes even more contaminated, it may not be backwashed and used with reduced purification ability.

本発明はこれに鑑みて手動操作をなくシ、且増殖微生物
膜の剥離が起った時点もしくは起りそうになった状態で
自動的に接触炉材の逆洗浄を行い且同時に槽底部に沈降
した汚泥も排泥せんとするもので、以下図示の実施例を
参照しつつ本発明を説明する。
In view of this, the present invention eliminates the need for manual operations, automatically backwashes the contact reactor material at the time when the proliferating microorganism film peels off or is about to occur, and at the same time settles to the bottom of the tank. Sludge is also removed, and the present invention will be described below with reference to the illustrated embodiments.

図に於て1は汚水の浄化処理槽で、上部より汚水流入管
2を経て汚水を供給すると共にこの汚水供給位置と異な
った位置望ましくは流入位置より最も離間した反対側に
て処理水流出管3より浄化処理水を排水せしめるように
なす。
In the figure, 1 is a sewage purification treatment tank, in which sewage is supplied from the top through a sewage inflow pipe 2, and a treated water outflow pipe is installed at a different position from the sewage supply position, preferably on the opposite side farthest from the inflow position. From 3, the purified water should be drained.

またこの浄化処理槽1内には接触炉材4とエアリスト部
17の底部の循環用散気装置5を設けると共にこの接触
炉材4の下方位置にしかも接触済材表面に必要以上に増
殖した生物膜を接触炉材の略全体に亘って剥離除去でき
るようにして洗滌用散気装置6を設ける。
In addition, in this septic treatment tank 1, a contact furnace material 4 and a circulation diffuser 5 are provided at the bottom of the air list section 17, and at the lower position of this contact furnace material 4, unnecessarily proliferate on the surface of the contacted materials. A cleaning air diffuser 6 is provided so that biofilm can be peeled off and removed over substantially the entire contact furnace material.

この散気装置6には弁7を有する空気管8を接続し、送
風機9もしくはコンプレッサー、エヤータンク等より該
空気管8、弁Tを介して散気装置より逆洗用のエヤーを
噴出せしめるようになすと共にこの弁7を電磁開閉式も
しくはエヤー開閉式にて自動的に開閉する機構のものを
採用し、且槽には浄化処理槽内の汚水の循環路内に設置
された汚水の濁質又は固形物濃度を測定するセンサー1
0を設け、該センサーに信号発信部11を接続し、この
信号発信部11と上記弁とを電気的に接続しセンサーの
信号にて該弁を開閉動作せしめるものである。
An air pipe 8 having a valve 7 is connected to the air diffuser 6, and air for backwashing is blown out from the air diffuser 6 through the air pipe 8 and valve T from a blower 9, a compressor, an air tank, etc. At the same time, this valve 7 is equipped with a mechanism that automatically opens and closes using an electromagnetic opening/closing type or an air opening/closing type. Sensor 1 for measuring solids concentration
0, a signal transmitter 11 is connected to the sensor, and the signal transmitter 11 and the valve are electrically connected to open and close the valve in response to a signal from the sensor.

この場合弁7には信号受信器12を設けるものとする。In this case, the valve 7 is provided with a signal receiver 12.

また浄化処理槽1の底部に汚泥貯留部を形成すると共に
この汚泥貯留部に排泥管13を接続し、この排泥管13
に汚泥濃度計14と排泥弁15とを上下にして夫々設け
、この排泥弁15に汚泥濃度計14よりの信号と、上記
センサー10よりの信号とを受けるように電気的に結線
した信号受信器16を具備せしめ、該信号受信器16の
作用にて排泥弁15を開閉動作せしめるものである。
Further, a sludge storage section is formed at the bottom of the septic tank 1, and a sludge drainage pipe 13 is connected to this sludge storage section.
A sludge concentration meter 14 and a sludge discharge valve 15 are installed vertically in the sludge concentration meter 14 and a sludge discharge valve 15, respectively, and the signal is electrically connected to receive the signal from the sludge concentration meter 14 and the signal from the sensor 10 to the sludge discharge valve 15. A receiver 16 is provided, and the mud draining valve 15 is opened and closed by the action of the signal receiver 16.

而して上述の如く構成される汚水の浄化処理槽に於て汚
水流入管2より供給される汚水は循環用散気装置5より
汚水中に噴出せしめられる空気にて汚水中に酸素を供給
すると槽内には矢符の如く水流が生じ汚水は接触済材中
を循環流通し、この時好気性微生物にて浄化せしめられ
る。
In the sewage purification treatment tank constructed as described above, the sewage supplied from the sewage inflow pipe 2 is supplied with oxygen into the sewage by the air blown into the sewage by the circulation diffuser 5. A water flow is generated in the tank as shown by an arrow, and the wastewater circulates through the contacted materials, where it is purified by aerobic microorganisms.

そして浄化された処理水は流出管3より槽外へ流出せし
められる。
The purified treated water is then allowed to flow out of the tank from the outflow pipe 3.

この浄化中循環汚水中の濁質又は固形物濃度をセンサー
10にて測定し、一定値を越えると信号発信部11より
信号が発信せしめられ、この信号を受信器12にて受信
して弁7を開いて送風機9より空気管8を経て洗浄用散
気装置6へ空気を送り接触炉材に向って噴射し増殖した
余分な生物膜を強制的に剥離除去し、汚泥貯留部へ沈降
せしめる。
The concentration of suspended matter or solid matter in the circulating wastewater during purification is measured by the sensor 10, and when it exceeds a certain value, a signal is transmitted from the signal transmitter 11, this signal is received by the receiver 12, and the valve 7 The blower 9 sends air through the air pipe 8 to the cleaning air diffuser 6 and injects it toward the contact reactor material to forcibly peel off and remove the excess biofilm that has grown and settle it in the sludge storage section.

一定時間を経て汚泥が汚泥貯留部に溜った後排泥弁を開
いて汚泥貯留部の汚泥を排出せしめる。
After a certain period of time has passed and the sludge has accumulated in the sludge storage section, the sludge discharge valve is opened to discharge the sludge from the sludge storage section.

この時汚泥濃度計は排泥が始った最初は高濃度を検出し
、時間を経るに従って低濃度に移ってゆく。
At this time, the sludge concentration meter detects a high concentration at the beginning of sludge drainage, and as time passes, the concentration shifts to a low concentration.

低濃度の一定値になれば濃度計より信号を発し排泥弁を
閉じ、空気弁を閉じ、一連の逆洗浄作業が終了する。
When the concentration reaches a certain low level, the concentration meter issues a signal, closes the sludge removal valve, closes the air valve, and completes the series of backwash operations.

接触材が、汚水中の有害物質の混入等で急激に死滅し、
接触材表面から剥離し処理槽内の急激な水質悪化が生じ
た場合は、センサー10の信号にて排泥弁15の信号受
信器16へ信号を送り、排泥弁15を開き、処理槽内の
汚水を槽外へ排出せしめ、槽内の汚水を更新する。
The contact material suddenly dies due to contamination with harmful substances in wastewater, etc.
If the water quality in the treatment tank suddenly deteriorates due to peeling from the surface of the contact material, the sensor 10 sends a signal to the signal receiver 16 of the sludge valve 15 to open the sludge valve 15 and remove the water inside the treatment tank. sewage is discharged outside the tank, and the sewage inside the tank is renewed.

本発明による時は槽内の滑材を経て循環する汚水循環流
路内にセンサーを設け、このセンサーにて汚水中の濁質
又は固形物濃度を測定し一定値以上に達した時信号を発
し逆洗用の空気弁を開いて散気装置より空気を噴射して
接触炉材を洗浄するようになしているため接触炉材の洗
浄が常に自動的に、且最も効果的な時に行えるため汚水
の浄化が効率的に行えると共に汚泥の排出も自動的に行
える等の利点を有する。
According to the present invention, a sensor is installed in the sewage circulation flow path that circulates through the lubricant in the tank, and this sensor measures the concentration of turbidity or solids in the sewage, and issues a signal when it reaches a certain value or more. Since the air valve for backwashing is opened and air is injected from the air diffuser to clean the contact reactor materials, the contact reactor materials are always cleaned automatically and at the most effective time, so there is no need to waste water. It has advantages such as efficient purification of sludge and automatic sludge discharge.

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

図面は本発明の詳細な説明する概略縦断面図である。 1・・・・・・浄化処理槽、2・・・・・・汚水流入管
、3・・・・・・処理水流出管、4・・・・・・接触p
材、5・・・・・・循環用散気装置、6・・・・・・洗
浄用散気装置、7・・・・・・弁、8・・・・・・空気
管、9・・・・・・送風機、10・・・・・・センサー
、11・・・・・・信号発信部、12,16・・・・・
・信号受信器、13・・・・・・排泥管、14・・・・
・・汚泥濃度計、15・・・・・・排泥弁、17・・・
・・・エヤーリフト部。
The drawing is a schematic longitudinal sectional view illustrating the invention in detail. 1... Septic tank, 2... Sewage inflow pipe, 3... Treated water outflow pipe, 4... Contact p
material, 5... air diffuser for circulation, 6... air diffuser for cleaning, 7... valve, 8... air pipe, 9... ...Blower, 10...Sensor, 11...Signal transmitter, 12,16...
・Signal receiver, 13...Sludge removal pipe, 14...
...Sludge concentration meter, 15...Sludge valve, 17...
...Air lift section.

Claims (1)

【特許請求の範囲】[Claims] 1 汚水の浄化処理槽内の接触炉材を経た汚水循環流路
内となるようにして、前記浄化処理槽内に設けたセンサ
ーにて循環汚水中の濁質又は固形物濃度を測定し、一定
値以上に達した時空気弁を開いて洗浄用散気装置より接
触F材に向って空気を噴出せしめて洗浄し、このセンサ
ーによる信号と排泥管中に設けられた汚泥濃度計との信
号により選択的に排泥弁を開閉せしめて排泥するように
なしたことを特徴とする汚水の浸漬p床処理法に於ける
接触炉材の逆洗浄法。
1. The concentration of turbidity or solid matter in the circulating wastewater is measured with a sensor installed in the wastewater purification tank, and the concentration is kept constant. When the value exceeds the value, the air valve is opened and the cleaning air diffuser blows air towards the contact F material to clean it, and the signal from this sensor and the sludge concentration meter installed in the sludge pipe are connected. 1. A method for backwashing contact reactor materials in a sewage immersion bed treatment method, characterized in that sludge is removed by selectively opening and closing a sludge valve.
JP55122094A 1980-09-02 1980-09-02 Back cleaning method for contact “filter” material in sewage immersion “filter” floor treatment method Expired JPS5854878B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP55122094A JPS5854878B2 (en) 1980-09-02 1980-09-02 Back cleaning method for contact “filter” material in sewage immersion “filter” floor treatment method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP55122094A JPS5854878B2 (en) 1980-09-02 1980-09-02 Back cleaning method for contact “filter” material in sewage immersion “filter” floor treatment method

Publications (2)

Publication Number Publication Date
JPS5745391A JPS5745391A (en) 1982-03-15
JPS5854878B2 true JPS5854878B2 (en) 1983-12-07

Family

ID=14827496

Family Applications (1)

Application Number Title Priority Date Filing Date
JP55122094A Expired JPS5854878B2 (en) 1980-09-02 1980-09-02 Back cleaning method for contact “filter” material in sewage immersion “filter” floor treatment method

Country Status (1)

Country Link
JP (1) JPS5854878B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6279894A (en) * 1985-10-04 1987-04-13 Agency Of Ind Science & Technol Method for discriminating timing for backwashing of sewage cleaning-up device
CN108975546B (en) * 2018-09-25 2024-05-28 浙江金龙自控设备有限公司 Fine filtering device for high-temperature water injection
WO2020257274A1 (en) * 2019-06-19 2020-12-24 The trū Shrimp Company Aquaculture filtration systems

Also Published As

Publication number Publication date
JPS5745391A (en) 1982-03-15

Similar Documents

Publication Publication Date Title
JP4920990B2 (en) Separation membrane cleaning method
JPS5854878B2 (en) Back cleaning method for contact “filter” material in sewage immersion “filter” floor treatment method
JP2001170617A (en) Foam separation device and water cleaning system using the same
JP2008221133A (en) Wastewater treatment equipment
JP2000093992A (en) Wastewater treatment system
JPH10337585A (en) Method for back wash of surfacing filter medium
JPH03188993A (en) Sewage treating device
JP2008194649A (en) Sludge blocking detection method and wastewater treatment method using the same
JP4042012B2 (en) Garbage disposal equipment
JP3721092B2 (en) Solid-liquid separation method and apparatus for activated sludge
JPH0141520Y2 (en)
JP3368150B2 (en) Fluid bed type biological treatment apparatus and method
JP3761154B2 (en) Activated sludge solid-liquid separator
JP3118783B2 (en) Batch type wastewater treatment method and its treatment device
KR100330923B1 (en) anaerobic and aerobic contact circulation method, adhesive filtering method used waste water treatment system and its method
JPH10323680A (en) Aerobic immersion filter bed device
JPH10180274A (en) Biological filter
JP2003181483A (en) Method for treating septic tank and the septic tank
JPH0639391A (en) Method for treating waste water
JP4405130B2 (en) Two floor juxtaposed aerobic treatment tank and sewage septic tank with steps
JP3716461B2 (en) Concentration method in the receiving tank for biological filtration backwash wastewater
JPS6224159B2 (en)
JP2001137874A (en) Aerobic filter bed tank, sewage purification tank, and purification method of filter layer or the aerobic filter bed tank
JPH04363199A (en) Termery treating device for waste water
JP2000202478A (en) Cleaning method of contaminated water and device therefor