JPH0568967A - Waste water treatment device - Google Patents

Waste water treatment device

Info

Publication number
JPH0568967A
JPH0568967A JP3238358A JP23835891A JPH0568967A JP H0568967 A JPH0568967 A JP H0568967A JP 3238358 A JP3238358 A JP 3238358A JP 23835891 A JP23835891 A JP 23835891A JP H0568967 A JPH0568967 A JP H0568967A
Authority
JP
Japan
Prior art keywords
activated carbon
mixing tank
waste water
powdered activated
mixing
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
JP3238358A
Other languages
Japanese (ja)
Inventor
Koji Hayashi
幸 司 林
Chiaki Konishi
西 千 晶 小
Tomohiro Tanaka
中 朋 広 田
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.)
Toshiba Corp
Original Assignee
Toshiba 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 Toshiba Corp filed Critical Toshiba Corp
Priority to JP3238358A priority Critical patent/JPH0568967A/en
Publication of JPH0568967A publication Critical patent/JPH0568967A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide the title device enhanced in treatment capacity and capable of efficiently and stably treating waste water. CONSTITUTION:A waste water treatment device is equipped with a mixing tank 3 mixing waste water containing org. matter with powdery activated carbon to adsorb the org. matter on said powdery activated carbon and an activated carbon storage tank 7 storing a powdery activated carbon slurry to supply the same to the mixing tank 3 by an activated carbon injection pump 8. A hollow yarn membrane module 4 separating powdery activated carbon and treated water is connected to the mixing tank 3. The supply amount of the slurry supplied to the mixing tank 3 is adjusted by controlling the opening degree of a control valve 9 on the basis of the difference between the concn. signals of densitometers 6a, 6b by a control unit 15.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、界面活性剤等の有機物
質をを含む廃水を浄化する廃水処理装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wastewater treatment apparatus for purifying wastewater containing organic substances such as surfactants.

【0002】[0002]

【従来の技術】従来、界面活性剤等の有機物質を含む廃
水は、活性汚泥法または生物膜法等を利用した生物処理
装置により処理されている。またこのような廃水を粒状
の活性炭を用いた活性炭吸着処理装置によって処理する
ことも考えられている。
2. Description of the Related Art Conventionally, wastewater containing organic substances such as surfactants has been treated by a biological treatment apparatus utilizing an activated sludge method or a biofilm method. It is also considered to treat such wastewater with an activated carbon adsorption treatment device using granular activated carbon.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、生物処
理装置においては、界面活性剤のような難分解性物質は
除去できず、発泡が起こるなどの問題がある。また、粒
状の活性炭を用いた活性炭吸着装置においては、活性炭
の内部まで吸着作用が充分働かないため効率が悪いとい
う問題がある。さらに活性炭吸着処理装置に用いる活性
炭の量は略一定となっているので、廃水の水質変動によ
って、処理水の水質が変動してしまうという問題もあ
る。
However, in the biological treatment apparatus, there is a problem that a persistent substance such as a surfactant cannot be removed and foaming occurs. In addition, in an activated carbon adsorption device using granular activated carbon, there is a problem that the efficiency is poor because the adsorption action does not work sufficiently inside the activated carbon. Further, since the amount of activated carbon used in the activated carbon adsorption treatment device is substantially constant, there is also a problem that the quality of the treated water varies depending on the quality of the waste water.

【0004】本発明はこのような点を考慮してなされた
ものであり、界面活性剤等を含む廃水についても効率良
くかつ安定して処理することができる廃水処理装置を提
供することを目的とする。
The present invention has been made in view of the above points, and an object thereof is to provide a wastewater treatment apparatus capable of treating wastewater containing a surfactant and the like efficiently and stably. To do.

【0005】[0005]

【課題を解決するための手段】本発明は、有機物質を含
む廃水と粉末活性炭を混合して粉末活性炭に有機物質を
吸着させる混合槽と、有機物質が吸着された粉末活性炭
と処理水とを分離する膜モジュールと、粉末活性炭スラ
リを貯留するとともに前記混合槽に粉末活性炭スラリを
活性炭注入ポンプにより供給する活性炭供給槽とを備
え、前記活性炭注入ポンプの出口側に調製弁を取付け、
前記混合槽への廃水管および前記中空糸膜モジュールか
らの処理水管に各々濃度計を取付け、これらの濃度計に
各濃度計からの濃度信号の差に基づいて前記調製弁の弁
開度を制御する制御装置を設置したことを特徴とする廃
水処理装置である。
The present invention provides a mixing tank for mixing waste water containing an organic substance and powdered activated carbon to adsorb the organic substance to the powdered activated carbon, a powdered activated carbon having the organic substance adsorbed and treated water. A membrane module to be separated, and an activated carbon supply tank for storing powdered activated carbon slurry and supplying the powdered activated carbon slurry to the mixing tank by an activated carbon injection pump, and a preparation valve attached to the outlet side of the activated carbon injection pump,
Concentration meters are attached to the waste water pipe to the mixing tank and the treated water pipe from the hollow fiber membrane module, and the valve opening of the preparation valve is controlled on these concentration meters based on the difference in concentration signal from each concentration meter. The waste water treatment device is characterized in that a control device is installed.

【0006】[0006]

【作用】各々の濃度計からの濃度信号の差が大きい場合
は調製弁の弁開度を開とし、活性炭供給槽から混合槽へ
の粉末活性炭スラリの供給量を増加させる。他方、濃度
信号の差が小さい場合は調製弁の弁開度を絞り、活性炭
供給槽から混合槽への粉末活性炭スラリの供給量を減少
させる。
When the difference between the concentration signals from the respective concentration meters is large, the valve opening of the preparation valve is opened to increase the amount of powdered activated carbon slurry supplied from the activated carbon supply tank to the mixing tank. On the other hand, when the difference between the concentration signals is small, the valve opening of the preparation valve is reduced to reduce the amount of powdered activated carbon slurry supplied from the activated carbon supply tank to the mixing tank.

【0007】[0007]

【実施例】以下、図面を参照して、本発明の実施例につ
いて説明する。図1は本発明による廃水処理装置の一実
施例を示す図である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a diagram showing an embodiment of a wastewater treatment apparatus according to the present invention.

【0008】図1において、廃水処理装置は、有機物質
を含む廃水と粉末活性炭を混合して粉末活性炭に有機物
質を吸着させる混合槽3を備えている。混合槽3は隔壁
18によって、混合部3aと排出部3bとに区画され、
混合部3aには廃水管1が接続されており、また混合部
3a内には攪拌機12が設置されている。
In FIG. 1, the wastewater treatment apparatus comprises a mixing tank 3 for mixing wastewater containing an organic substance and powdered activated carbon to adsorb the organic substance to the powdered activated carbon. The mixing tank 3 is divided into a mixing section 3a and a discharge section 3b by a partition wall 18,
A wastewater pipe 1 is connected to the mixing section 3a, and a stirrer 12 is installed in the mixing section 3a.

【0009】混合槽3の排出部3bには、移送ポンプ1
7を介して中空糸膜モジュール4が接続されている。中
空糸膜モジュール4は、内部に中空糸膜(図示せず)を
有しており、この中空糸膜に粉末活性炭を付着させて、
処理水と粉末活性炭とを分離するようになっている。ま
た中空糸膜モジュール4には、処理水を放出する処理水
管5と、中空糸膜に付着した粉末活性炭を洗浄時に排出
する排出管16とが各々接続されている。
At the discharge part 3b of the mixing tank 3, the transfer pump 1
The hollow fiber membrane module 4 is connected via 7. The hollow fiber membrane module 4 has a hollow fiber membrane (not shown) inside, and powdered activated carbon is adhered to the hollow fiber membrane,
The treated water and the powdered activated carbon are separated. Further, the hollow fiber membrane module 4 is connected with a treated water pipe 5 for discharging treated water and a discharge pipe 16 for discharging the powdered activated carbon adhering to the hollow fiber membrane during cleaning.

【0010】他方、混合槽3の混合部3aには、活性炭
供給槽7からの供給管2が接続されている。活性炭供給
槽7は、その内部に活性炭スラリを貯留しており、活性
炭供給槽7の出口側の供給管2には、活性炭供給ポンプ
8が設けられている。供給管2は途中の分岐点2aで分
岐し、この分岐管は戻り管14となって活性炭供給槽7
に戻されている。また分岐点2aより下流側の供給管2
には調製弁aが取付けられている。さらに活性炭供給槽
7内には、攪拌機11が設置されている。
On the other hand, a supply pipe 2 from an activated carbon supply tank 7 is connected to the mixing section 3a of the mixing tank 3. The activated carbon supply tank 7 stores activated carbon slurry therein, and an activated carbon supply pump 8 is provided in the supply pipe 2 on the outlet side of the activated carbon supply tank 7. The supply pipe 2 branches at a branch point 2a on the way, and this branch pipe serves as a return pipe 14 for the activated carbon supply tank 7
Has been returned to. The supply pipe 2 downstream of the branch point 2a
A preparation valve a is attached to. Further, a stirrer 11 is installed in the activated carbon supply tank 7.

【0011】ところで混合槽3への廃水管1、および中
空糸膜モジュール4からの処理水管5には、各々紫外線
吸光光度計(UV計)6aおよび6b、が取付けられて
おり、これらUV計6a、6bは制御装置15に接続さ
れている。この制御装置15はUV計6aからの濃度信
号をUV6bからの濃度信号の差に基づいて調製弁9を
制御するようになっている。
The waste water pipe 1 to the mixing tank 3 and the treated water pipe 5 from the hollow fiber membrane module 4 are equipped with ultraviolet absorptiometers (UV meters) 6a and 6b, respectively. , 6b are connected to the control device 15. The controller 15 controls the adjusting valve 9 based on the difference between the concentration signals from the UV meter 6a and the concentration signals from the UV 6b.

【0012】次にこのような構成からなる本実施例の作
用について説明する。まず、界面活性剤等の有機物質を
含む廃水、例えば、ノニオン糸界面活性剤を主成分とす
る廃水が廃水管1から混合槽3の混合部3a内に流入す
る。同時に、活性炭供給槽7内の粉末活性炭スラリが、
活性炭注入ポンプ8によって供給管2を通って混合槽3
の混合部3a内に供給される。そして混合部3a内で、
廃水と粉末活性炭が攪拌部12によって攪拌されながら
混合し、粉末活性炭に界面活性剤等の有機物質が吸着さ
れ、廃水の処理が行われる。なお、活性炭供給槽7内の
粉末活性炭スラリは、攪拌機11により常時攪拌されて
いる。
Next, the operation of this embodiment having such a configuration will be described. First, wastewater containing an organic substance such as a surfactant, for example, wastewater containing a nonionic yarn surfactant as a main component, flows into the mixing section 3a of the mixing tank 3 from the wastewater pipe 1. At the same time, the powdered activated carbon slurry in the activated carbon supply tank 7
The activated carbon injection pump 8 passes through the supply pipe 2 and the mixing tank 3
Is supplied into the mixing section 3a. And in the mixing section 3a,
The waste water and the powdered activated carbon are mixed while being stirred by the stirring unit 12, and the powdered activated carbon adsorbs an organic substance such as a surfactant to treat the waste water. The powdered activated carbon slurry in the activated carbon supply tank 7 is constantly stirred by the stirrer 11.

【0013】次に混合部3a内で界面活性剤を吸着した
粉末活性炭および処理水が排出部3b内に流入し、その
後移送ポンプ17によって中空糸膜モジュール4内に移
送される。中空糸膜モジュール4内に供給された粉末活
性炭は中空糸膜に付着し、処理水は粉末活性炭から分離
され処理水管から放出される。この場合、処理水中の懸
濁物質も同時に中空糸膜に捕獲され、処理水は更に清浄
化される。
Next, the powdered activated carbon having the surface active agent adsorbed in the mixing section 3a and the treated water flow into the discharge section 3b, and then are transferred into the hollow fiber membrane module 4 by the transfer pump 17. The powdered activated carbon supplied into the hollow fiber membrane module 4 adheres to the hollow fiber membrane, and the treated water is separated from the powdered activated carbon and discharged from the treated water pipe. In this case, the suspended matter in the treated water is also captured by the hollow fiber membrane, and the treated water is further purified.

【0014】この間、廃水管1内の廃水の濃度および処
理水管5内の処理水の濃度がUV計6aおよび6bによ
って検出され、UV計6a、6bによって検出された濃
度信号が制御装置15に入力される。制御装置15はU
V計6a、6bからの濃度信号の差に基づき、濃度信号
の差が大きい場合は調製弁9を開とし、粉末活性炭スラ
リの混合槽3への供給量を増加させる。一方、濃度信号
の差が小さい場合は調製弁9を絞り、活性炭注入ポンプ
8によって供給される活性炭スラリの一部を戻り管14
から活性炭供給槽7に戻す。このように粉末活性炭スラ
リの混合槽3への供給量を処理状況に応じた適切な値に
調整することにより、効率的で安定した廃水処理を行な
うことができる。
During this period, the concentrations of the wastewater in the wastewater pipe 1 and the treated water in the treated water pipe 5 are detected by the UV meters 6a and 6b, and the concentration signals detected by the UV meters 6a and 6b are input to the controller 15. To be done. The control device 15 is U
Based on the difference between the concentration signals from the V meters 6a and 6b, when the difference between the concentration signals is large, the preparation valve 9 is opened to increase the supply amount of the powdered activated carbon slurry to the mixing tank 3. On the other hand, when the difference between the concentration signals is small, the preparation valve 9 is narrowed and a part of the activated carbon slurry supplied by the activated carbon injection pump 8 is returned to the return pipe 14
To the activated carbon supply tank 7. In this way, by adjusting the supply amount of the powdered activated carbon slurry to the mixing tank 3 to an appropriate value according to the treatment situation, efficient and stable wastewater treatment can be performed.

【0015】次に、廃水処理が進行して中空糸膜モジュ
ール4内の中空糸膜に多量の粉末活性炭が付着した場合
は、混合槽3への廃水の流入および粉末活性炭スラリの
供給を停止させる。続いて中空糸膜モジュール4内を逆
洗により洗浄し、中空糸膜に付着した粉末活性炭を中空
糸膜から剥離させて排出管16から排出する。
Next, when the wastewater treatment progresses and a large amount of powdered activated carbon adheres to the hollow fiber membranes in the hollow fiber membrane module 4, the inflow of the wastewater into the mixing tank 3 and the supply of the powdered activated carbon slurry are stopped. .. Subsequently, the inside of the hollow fiber membrane module 4 is washed by backwashing, the powdered activated carbon adhering to the hollow fiber membrane is separated from the hollow fiber membrane and discharged from the discharge pipe 16.

【0016】このように、本実施例によれば、混合槽3
の混合部3aにおいて、粉末活性炭により、廃水中の界
面活性剤が吸着されるので、粒状活性炭を用いた従来の
装置に比較して、活性炭の単位重量当たりの処理能力を
大きくすることができ、効率良く廃水処理を行なうこと
ができる。また混合槽3への粉末活性炭スラリの供給供
給量を処理状況に応じて調製弁9により調製することが
できるので、効果的で安定した処理を行うことができる
とともに、粉末活性炭スラリの消費量を低く押さえるこ
とができる。
Thus, according to this embodiment, the mixing tank 3
In the mixing section 3a, since the powdered activated carbon adsorbs the surfactant in the waste water, it is possible to increase the treatment capacity per unit weight of the activated carbon as compared with the conventional device using the granular activated carbon. Wastewater treatment can be performed efficiently. Further, since the supply amount of the powdered activated carbon slurry supplied to the mixing tank 3 can be adjusted by the preparation valve 9 according to the processing situation, effective and stable treatment can be performed, and the consumption amount of the powdered activated carbon slurry can be reduced. You can keep it low.

【0017】なお、上記実施例において、界面活性剤を
含む廃水の処理について説明したが、他の有機性の汚濁
物資を含む廃水を処理することもできる。また中空糸膜
を有する中空糸膜モジュールを用いた例を示したが、中
空糸膜モジュールの代わりに平膜を有する平膜モジュー
ルまたはチューブラ型膜を有するチューブラ型膜モジュ
ールを用いても良い。
Although the treatment of waste water containing a surfactant has been described in the above embodiments, it is also possible to treat waste water containing other organic pollutants. Further, although an example using a hollow fiber membrane module having a hollow fiber membrane is shown, a flat membrane module having a flat membrane or a tubular membrane module having a tubular membrane may be used instead of the hollow fiber membrane module.

【0018】[0018]

【発明の効果】以上説明したように、本発明によれば、
混合槽内において粉末活性炭により廃水中の有機物資が
吸着されるので、粒状活性炭を用いた従来の装置に比較
して活性炭の単位重量当たりの処理能力を大きくするこ
とができ、効率良く廃水処理を行なうことができる。ま
た混合槽への粉末活性炭スラリの供給量を処理状況に応
じて調製弁によって調製することができるので、効果的
で安定した処理を行なうことができる。さらに、混合槽
内において他の汚濁物質が中空糸膜モジュールによって
確実に処理水から分離されるため、清浄な処理水を得る
ことができる。
As described above, according to the present invention,
Since organic substances in the wastewater are adsorbed by the powdered activated carbon in the mixing tank, the treatment capacity per unit weight of activated carbon can be increased as compared with the conventional device using granular activated carbon, and the wastewater treatment can be performed efficiently. Can be done. Further, since the amount of the powdered activated carbon slurry supplied to the mixing tank can be adjusted by the adjusting valve according to the processing situation, effective and stable processing can be performed. Furthermore, since other pollutants are reliably separated from the treated water by the hollow fiber membrane module in the mixing tank, clean treated water can be obtained.

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

【図1】本発明による廃水装置の一実施例を示す概略
図。
FIG. 1 is a schematic view showing an embodiment of a wastewater device according to the present invention.

【符号の説明】[Explanation of symbols]

1 廃水管 2 供給管 3 混合槽 4 中空糸膜モジュール 5 処理水管 6a UV計 6b UV計 7 活性炭供給槽 8 活性炭注入ポンプ 9 調製弁 15 制御装置 1 Waste Water Pipe 2 Supply Pipe 3 Mixing Tank 4 Hollow Fiber Membrane Module 5 Treated Water Pipe 6a UV Meter 6b UV Meter 7 Activated Carbon Supply Tank 8 Activated Carbon Injection Pump 9 Preparation Valve 15 Control Device

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 C02F 1/58 CCP C 7158−4D 9/00 Z 6647−4D ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 5 Identification code Office reference number FI Technical display location C02F 1/58 CCP C 7158-4D 9/00 Z 6647-4D

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】有機物質を含む廃水と粉末活性炭を混合し
て粉末活性炭に有機物質を吸着させる混合槽と、有機物
質が吸着された粉末活性炭と処理水とを分離する膜モジ
ュールと、粉末活性炭スラリを貯留するとともに前記混
合槽に粉末活性炭スラリを活性炭注入ポンプにより供給
する活性炭供給槽とを備え、前記活性炭注入ポンプの出
口側に調製弁を取付け、前記混合槽への廃水管および前
記中空糸膜モジュールからの処理水管に各々濃度計を取
付け、これらの濃度計に各濃度計からの濃度信号の差に
基づいて前記調製弁の弁開度を制御する制御装置を接続
したことを特徴とする廃水処理装置。
1. A mixing tank for mixing waste water containing an organic substance and powdered activated carbon to adsorb the organic substance to the powdered activated carbon, a membrane module for separating the powdered activated carbon having the organic substance adsorbed from the treated water, and the powdered activated carbon. The mixing tank is equipped with an activated carbon supply tank for supplying powdered activated carbon slurry to the mixing tank by an activated carbon injection pump, a preparation valve is attached to the outlet side of the activated carbon injection pump, a waste water pipe to the mixing tank and the hollow fiber A densitometer is attached to each of the treated water pipes from the membrane module, and a controller for controlling the valve opening of the preparation valve based on the difference in concentration signals from the densitometers is connected to these densitometers. Wastewater treatment equipment.
JP3238358A 1991-09-18 1991-09-18 Waste water treatment device Pending JPH0568967A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3238358A JPH0568967A (en) 1991-09-18 1991-09-18 Waste water treatment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3238358A JPH0568967A (en) 1991-09-18 1991-09-18 Waste water treatment device

Publications (1)

Publication Number Publication Date
JPH0568967A true JPH0568967A (en) 1993-03-23

Family

ID=17029005

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3238358A Pending JPH0568967A (en) 1991-09-18 1991-09-18 Waste water treatment device

Country Status (1)

Country Link
JP (1) JPH0568967A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030073159A (en) * 2002-03-08 2003-09-19 김성현 Advanced water treatment method using crossflow-microfiltration and powdered activated carbon and equipment therefor
JP2004136208A (en) * 2002-10-17 2004-05-13 Kurita Water Ind Ltd Water treatment device, water treatment method, and water treatment program
JP2008229581A (en) * 2007-03-23 2008-10-02 Metawater Co Ltd Water purification method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030073159A (en) * 2002-03-08 2003-09-19 김성현 Advanced water treatment method using crossflow-microfiltration and powdered activated carbon and equipment therefor
JP2004136208A (en) * 2002-10-17 2004-05-13 Kurita Water Ind Ltd Water treatment device, water treatment method, and water treatment program
JP2008229581A (en) * 2007-03-23 2008-10-02 Metawater Co Ltd Water purification method

Similar Documents

Publication Publication Date Title
JP2005500156A (en) System and method for collecting permeate through a filter and cleaning the filter in that position
CN107902851A (en) Ozone treatment and biological filter combined wastewater treatment system and method
US6080317A (en) Process and apparatus for the purification of waste water
JPH0665371B2 (en) Organic wastewater biological treatment equipment
JPH10109095A (en) Water purifying treatment device
JPH0568967A (en) Waste water treatment device
ZA200201560B (en) Method and device for purifying and treating waste water in order to obtain drinking water.
JP3773360B2 (en) Septic tank with membrane separation
JPH11197685A (en) Method for treating membrane-separated activated sludge
JPH02268890A (en) Device for treating sewage by hollow-fiber membrane
JP3496115B2 (en) Filtration membrane cleaning method in membrane filtration type water purification equipment
JPH0119959B2 (en)
JP3528038B2 (en) Water treatment method and apparatus
RU162750U1 (en) WATER AND WASTE WATER TREATMENT PLANT
JPH02268889A (en) Treatment of sewage by hollow-fiber membrane
JP3162339B2 (en) Sludge treatment method and treatment system
JP2003170185A (en) Septic tank having filtration equipment and method of cleaning water to be treated by filter
JPH0568964A (en) Waste water treatment device
JP2699108B2 (en) Sewage treatment method by hollow fiber membrane
SU1030317A1 (en) Apparatus for treating effluents
JPH09267097A (en) Combination treatment septic device
JPS60212292A (en) Apparatus for high degree treatment of sewage
JP2992377B2 (en) Treatment of radioactive liquid waste
JPH0655046A (en) Membrane separation device
JPH06182396A (en) Biological treatment of waste water by membrane separation and equipment therefor