JPS6261696A - Fluidized bed type water treatment apparatus - Google Patents

Fluidized bed type water treatment apparatus

Info

Publication number
JPS6261696A
JPS6261696A JP60201754A JP20175485A JPS6261696A JP S6261696 A JPS6261696 A JP S6261696A JP 60201754 A JP60201754 A JP 60201754A JP 20175485 A JP20175485 A JP 20175485A JP S6261696 A JPS6261696 A JP S6261696A
Authority
JP
Japan
Prior art keywords
pipe
carrier
inner cylindrical
air
water
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
JP60201754A
Other languages
Japanese (ja)
Inventor
Yuji Yoshii
吉井 裕二
Masaaki Ito
公明 伊藤
Ichiro Sato
一郎 佐藤
Hideji Takeuchi
竹内 秀二
Toshiaki Tsubone
俊明 局
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.)
JFE Engineering Corp
Original Assignee
NKK Corp
Nippon Kokan 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 NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP60201754A priority Critical patent/JPS6261696A/en
Publication of JPS6261696A publication Critical patent/JPS6261696A/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

  • Biological Treatment Of Waste Water (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

PURPOSE:To enhance treatment efficiency, by arranging an inner cylindrical pipe in a treatment tank and mounting an air diffusion pipe allowing air to flow in the inner cylindrical pipe in a bubble from and a carrier having specific gravity lower than that of flowing water. CONSTITUTION:Water to be treated is allowed to flow in a treatment tank 1 until reaching the upper end of an inner cylindrical pipe 2 and air is allowed to flow in said pipe 2 in a bubble form from an air diffusion pipe 3. Whereupon, air bubbles rise through the inner cylindrical pipe 2 to generate air lift pump action and a recirculation stream is generated. In this state, carriers 7 having specific gravity lower than that of water are thrown in the treatment tank 1 and bacteria are adhered to the surface of each carrier 7 to form a biofilm. By this method, the treatment of an org. substance and NH4-N by the biofilm is efficiently performed.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、担体表面に繁殖させた微生物膜によって水
中の有機物及びNH4−Nを生物酸化する流動床式水処
理装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a fluidized bed water treatment device that biooxidizes organic matter and NH4-N in water using a microbial film grown on the surface of a carrier.

〔従来技術及びその問題点〕[Prior art and its problems]

従来の流動床式水処理装置は、例えば特開昭56−16
6989に開示されているように水よりも重い比重を有
する砂、活性炭、アンスラサイト等の担体を槽内で流動
させ、担体の表面に繁殖する微生物によって水中の有機
物を無機化処理するものである。
Conventional fluidized bed water treatment equipment is, for example, disclosed in Japanese Patent Application Laid-Open No. 56-16
6989, a carrier such as sand, activated carbon, anthracite, etc., which has a specific gravity heavier than water, is made to flow in a tank, and organic matter in the water is mineralized by microorganisms that grow on the surface of the carrier. .

しかしこの装置は、作動を一旦停止させると担体が沈降
し、担体表面に付着した微生物膜が担体粒子相互を硬く
結合させ塊状のマッドゴールを形成してしまう。このマ
ッドゴールを破壊して再流動させるには、通常の運転で
は対応できず、水と空気とをエゼクタで混合して噴射す
るなど、他の装置を附加しなければならず、装置が複雑
になる欠点があった。
However, in this device, once the operation is stopped, the carrier settles, and the microbial film adhering to the surface of the carrier hardens the carrier particles to form a lumpy mud gall. Destroying this mud gall and reflowing it cannot be done with normal operation, and requires the addition of other equipment such as mixing water and air with an ejector, which makes the equipment complicated. There was a drawback.

また担体として水より軽いプリスチレン、4リデロビレ
ン、ポリエチレン等を使用した流動床式水処理装置が提
案されている(例えば特開昭56−78685)、この
装置は、隔壁で仕切られた接触酸化部に担体を充填し、
流速を調整して担体が接触酸化部から流出せずしかも処
理水が均等に効率よく担体と接触するようにしている。
Fluidized bed water treatment equipment has also been proposed that uses polystyrene, 4-riderobyrene, polyethylene, etc., which are lighter than water, as carriers (e.g., JP-A-56-78685). Fill the carrier with
The flow rate is adjusted to prevent the carrier from flowing out of the catalytic oxidation section and to ensure that the treated water contacts the carrier evenly and efficiently.

このため運転が複雑になるとともに、檜の容量に対する
担体の充填量の比が小さく、装置が大型になる欠点があ
る。
As a result, the operation becomes complicated, and the ratio of the amount of carrier packed to the capacity of the cypress is small, resulting in a large-sized device.

〔発明の目的〕[Purpose of the invention]

この発明は、浮遊担体を用いてマッドゴールの形成とい
う問題を解消でき、しかも簡単な運転操作で担体を槽内
全体に流動させて、処理効率を向上することができる流
動床式水処理装置を得んとするものである。
This invention provides a fluidized bed water treatment device that uses floating carriers to solve the problem of mud gall formation, and that can flow the carriers throughout the tank with simple operation to improve treatment efficiency. It's something you're trying to gain.

〔発明の構成〕[Structure of the invention]

この発明は処理槽内に配置した内筒管と、内筒管に気泡
状空気を流入させて内筒管内外に循環流を形成せしめる
散気管と、この循環流に伴って流動する水よシ軽い比重
の担体とを具備した流動床式水処理装置である。
This invention consists of an inner cylinder pipe disposed in a processing tank, an aeration pipe that causes bubble-like air to flow into the inner cylinder pipe to form a circulating flow inside and outside the inner cylinder pipe, and a diffuser pipe that flows with the circulating flow. This is a fluidized bed type water treatment equipment equipped with a carrier having a light specific gravity.

〔実施例〕〔Example〕

以下第1図乃至第3図に示す実施例によりこの発明を説
明する。
The present invention will be explained below with reference to embodiments shown in FIGS. 1 to 3.

第1図に示す水処理装置は、廃水処理を行うもので処理
槽1内中央に内筒管2を配置し、内筒管2の下端に対向
して散気管3を配置してbる。処理槽1は円筒形又は角
形をなし、上部に原水流入管4、下部に流出管5を備え
ている。
The water treatment apparatus shown in FIG. 1 is for treating wastewater, and has an inner cylindrical pipe 2 disposed at the center of a treatment tank 1, and an aeration pipe 3 disposed opposite the lower end of the inner cylindrical pipe 2. The treatment tank 1 has a cylindrical or square shape, and has a raw water inflow pipe 4 at the top and an outflow pipe 5 at the bottom.

内筒管2は処理槽1の中央部に上部及び底部からそれぞ
れ所定寸法離間して支持されている。
The inner cylindrical tube 2 is supported at the center of the processing tank 1 at a predetermined distance from the top and bottom, respectively.

この内筒管2は第3図に示すように処理槽断面に対して
対象位置に複数個設けてもよい。散気管3はブロワ6に
より内筒管2内に気泡状空気を吹込んで内筒管2内外に
循環流を形成するものである。更に処理槽IP′3には
水よシも比重の軽いポリスチレン、ポリプロピレン、ポ
リエチレン等の合成樹脂粒子からなる担体7が充填され
、前記循環流に伴って流動するように々っている。
As shown in FIG. 3, a plurality of these inner cylindrical tubes 2 may be provided at symmetrical positions with respect to the cross section of the processing tank. The air diffuser 3 blows bubble-like air into the inner tube 2 using a blower 6 to form a circulating flow inside and outside the inner tube 2. Further, the treatment tank IP'3 is filled with a carrier 7 made of synthetic resin particles such as polystyrene, polypropylene, polyethylene, etc., which has a light specific gravity and is fluidized with the circulation flow.

上記構成において、処理水を内筒管2の上端に達するま
で処理槽1に流入させ、散気管3から気泡状の空気を流
入させると、内筒管2内を気泡が矢印イのように上昇す
る。これによりエアリフトポンプ作用が生じ、内筒管内
外に矢印ロ→ハ→二→ホに示す循環流が生ずる・この様
な状態で水より軽い比重を有する担体7を投入し循環流
に伴って流動させると、担体7表面に微生物が附着し微
生物膜を形成する。
In the above configuration, when treated water is allowed to flow into the treatment tank 1 until it reaches the upper end of the inner cylinder pipe 2 and air bubbles are introduced from the aeration pipe 3, the bubbles rise inside the inner cylinder pipe 2 as shown by arrow A. do. This causes an air lift pump action, and a circulating flow as shown by arrows B → C → 2 → E is generated inside and outside the inner cylinder pipe. In this state, carrier 7, which has a specific gravity lighter than water, is introduced and flows along with the circulating flow. As a result, microorganisms adhere to the surface of the carrier 7 and form a microbial film.

そしてこの微生物膜によシ効率よく有機物及びNH4−
Nの処理がなされる。
This microbial film efficiently removes organic matter and NH4-
N processing is performed.

〔発明の効果〕〔Effect of the invention〕

この発明によれば、担体として水より軽い比重のものを
用いたので、装置が停止した時浮遊汚泥は沈殿し、担体
は浮上するためマッド?−ルとならず、特別の装置がい
らない。また担体を循環させる構造であるので、担体の
投入量を多くでき、しかも槽内全体に流動させて処理効
率を向上できる。しかも装置の起動及び水流の均一化な
どを図る装置も不必要なため、コン・母りトで運転も容
易となるなどの効果を奏する。
According to this invention, since a carrier with a specific gravity lower than that of water is used, when the equipment is stopped, the floating sludge settles and the carrier floats to the surface, resulting in mud? - does not require any special equipment. Moreover, since the structure is such that the carrier is circulated, the amount of carrier input can be increased, and the carrier can be made to flow throughout the tank, thereby improving processing efficiency. Moreover, since there is no need for devices for starting the device and for making the water flow uniform, it is also possible to operate the system easily using a container or a motherboard.

なおこの発明は廃水に限らず水道原水等の浄化処理にも
使用でき、この場合微量有機物及びNH4−Nを効率よ
く除去できる。
The present invention can be used not only for wastewater but also for purifying raw water from tap water, etc. In this case, trace organic matter and NH4-N can be efficiently removed.

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

第1図は本発明の一実施例を示す流動床式水処理装置の
概略側面図、第2図は内筒管の設置を示す断面図、第3
図は他の内筒管の設置を示す断面図である。 1・・・処理槽、2・・・内筒管、3・・・散気管、4
・・・原水流入管、5・・・流出管、6・・・プロワ、
7・・・担体。
Fig. 1 is a schematic side view of a fluidized bed water treatment apparatus showing one embodiment of the present invention, Fig. 2 is a cross-sectional view showing the installation of an inner cylinder pipe, and Fig. 3
The figure is a sectional view showing the installation of another inner cylinder tube. 1... Processing tank, 2... Inner cylinder pipe, 3... Diffusion pipe, 4
... Raw water inflow pipe, 5... Outflow pipe, 6... Prower,
7...Carrier.

Claims (1)

【特許請求の範囲】 処理槽内に配置した内筒管と、 内筒管に気泡状空気を流入させて内筒管内外に循環流を
形成せしめる散気管と、 この循環流に伴って流動する水より軽い比重の担体とを
具備してなる流動床式水処理装置。
[Scope of Claims] An inner cylindrical pipe disposed within the processing tank; an aeration pipe that causes bubble-like air to flow into the inner cylindrical pipe to form a circulating flow inside and outside the inner cylindrical pipe; and an aeration pipe that flows along with this circulating flow. A fluidized bed water treatment device comprising a carrier having a specific gravity lighter than water.
JP60201754A 1985-09-13 1985-09-13 Fluidized bed type water treatment apparatus Pending JPS6261696A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60201754A JPS6261696A (en) 1985-09-13 1985-09-13 Fluidized bed type water treatment apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60201754A JPS6261696A (en) 1985-09-13 1985-09-13 Fluidized bed type water treatment apparatus

Publications (1)

Publication Number Publication Date
JPS6261696A true JPS6261696A (en) 1987-03-18

Family

ID=16446380

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60201754A Pending JPS6261696A (en) 1985-09-13 1985-09-13 Fluidized bed type water treatment apparatus

Country Status (1)

Country Link
JP (1) JPS6261696A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018086021A1 (en) * 2016-11-10 2018-05-17 陈彦伯 Biocarrier

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018086021A1 (en) * 2016-11-10 2018-05-17 陈彦伯 Biocarrier

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