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JPH026591B2 - - Google Patents
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JPH026591B2 - - Google Patents

Info

Publication number
JPH026591B2
JPH026591B2 JP5316584A JP5316584A JPH026591B2 JP H026591 B2 JPH026591 B2 JP H026591B2 JP 5316584 A JP5316584 A JP 5316584A JP 5316584 A JP5316584 A JP 5316584A JP H026591 B2 JPH026591 B2 JP H026591B2
Authority
JP
Japan
Prior art keywords
carrier
teita
bed
particle size
biological treatment
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
Application number
JP5316584A
Other languages
Japanese (ja)
Other versions
JPS60197295A (en
Inventor
Kozo Konishi
Takashi Moryama
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.)
Denka Consultant and Engineering Co Ltd
Original Assignee
Denka Consultant and Engineering 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 Denka Consultant and Engineering Co Ltd filed Critical Denka Consultant and Engineering Co Ltd
Priority to JP59053165A priority Critical patent/JPS60197295A/en
Publication of JPS60197295A publication Critical patent/JPS60197295A/en
Publication of JPH026591B2 publication Critical patent/JPH026591B2/ja
Granted 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)

Description

【発明の詳細な説明】 この発明は、粒径数mmの無機物担体を使用する
テイータ・ベツト型流動床生物処理装置に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a Teita-Bett type fluidized bed biological treatment device using an inorganic carrier with a particle size of several mm.

汚水の流動床生物処理装置に用いられる担体と
して疎水性高分子化合物の発泡体が提案されてい
るが、このものは発泡体ではあつても汚水浄化に
有用な微生物膜の付着性が低く充分な浄化効率が
得られない。
A foam made of a hydrophobic polymer compound has been proposed as a carrier for use in fluidized bed biological treatment equipment for sewage, but even though it is a foam, the microbial membrane that is useful for sewage purification has low adhesion and is not sufficient. Purification efficiency cannot be obtained.

一方、砂、破砕礫、活性炭等の無機物は微生物
膜の付着性は優れているが、比重が大きいためそ
の流動化には大きな動力が必要であり、生物処理
装置としてよりはむしろ固定床として濾過装置或
は吸着装置として使用されている。
On the other hand, inorganic substances such as sand, crushed gravel, and activated carbon have excellent adhesion properties for microbial films, but their high specific gravity requires large amounts of power to fluidize them, so they are used as fixed beds rather than as biological treatment equipment. It is used as a device or adsorption device.

またこれらの無機物質を微細にして流動化し易
い担体にしても汚水の処理過程で、微生物膜が付
着肥大化して行き粒径変化、比重変化を来たし、
更に担体同志の膜融着が起こり易い。
Furthermore, even if these inorganic substances are made into fine particles and used as carriers that are easily fluidized, microbial membranes will attach and enlarge during the wastewater treatment process, resulting in changes in particle size and specific gravity.
Furthermore, membrane fusion between carriers is likely to occur.

本発明の目的は、テイータ・ベツト型流動床内
の担体表面に棲息する好気的又は嫌気的微生物と
汚水の接触性を良くして浄化効率を向上させると
共に、浄化の結果生成する付着微生物膜を担体同
志の衝突及び摩擦作用によつて剥離して余剰の微
生物フロツクを浄化水に懸濁させてテイータ・ベ
ツト外に自動的に流出させることである。
The purpose of the present invention is to improve the purification efficiency by improving the contact between aerobic or anaerobic microorganisms living on the surface of a carrier in a Teita-Bett type fluidized bed and wastewater, and to improve the purification efficiency by improving the adhering microbial film formed as a result of purification. The microbial flocs are peeled off by the collision and friction between the carriers, and the excess microbial flocs are suspended in purified water and automatically flowed out of the taeta bed.

而して、本発明は密度0.4〜1.0g/cm3、粒径3
〜15mmの多孔質無機物担体をテイータ・ベツトに
対する該担体の静止層容積の比が20〜80%とした
生物処理装置を提供するものである。
Therefore, the present invention has a density of 0.4 to 1.0 g/cm 3 and a particle size of 3.
A biological treatment device is provided in which the porous inorganic carrier has a diameter of 15 mm and the ratio of the static layer volume of the carrier to the teta bed is 20 to 80%.

担体を数mm以上の粗粒とすることにより、処
理過程における微生物付着による粒径変化、比重
変化及び粒子融着等が微粉担体に比較して小さい
こと、微生物膜付着担体相互間の衝突、摩擦が
微粉に較べて大きく、担体の肥大化を防ぎ易いこ
と、剥離した微生物フロツクと担体との粒径差
が大きいので床内からそのフロツクを除外し易い
等の利点がある。
By making the carrier coarse particles of several mm or more, changes in particle size, specific gravity, and particle fusion due to microbial adhesion during the treatment process are smaller than in fine powder carriers, and collisions and friction between microbial film-attached carriers are reduced. It has advantages such as being larger than fine powder, making it easier to prevent the carrier from expanding, and the difference in particle size between the exfoliated microbial floc and the carrier being large, making it easier to remove the floc from the bed.

一方、欠点として考えられることは流動性が
低いこと、担体表面積が比較的小さくなること
があるが、欠点については軽石等の多孔質鉱物
の不定形破砕物、頁岩等から成型した球状の軽量
骨材を使用することにより解決されうる。
On the other hand, the disadvantages are that the fluidity is low and the surface area of the carrier is relatively small. This problem can be solved by using materials.

本発明においては、担体が吸水した状態で比重
が1より若干大きくなるように吸水前の比重が
0.4〜1の範囲のものを使用する。
In the present invention, the specific gravity before water absorption is set so that the specific gravity is slightly larger than 1 when the carrier absorbs water.
Use a value in the range of 0.4 to 1.

また欠点に対してはテイータ・ベツトに対し
て担体の静止層容積比を20〜80%(容積)の範囲
で充填することによつて、通常の固定床処理装置
の濾床における最密充填状態より大きい表面積が
得られるのである。
In addition, to address the drawbacks, by filling the stationary layer volume ratio of the carrier to the teita bed in the range of 20 to 80% (volume), it is possible to achieve the closest packing state in the filter bed of a normal fixed bed treatment equipment. A larger surface area is obtained.

例えば担体粒径3mmの場合、瀘床最密充填状態
での担体表面積は約735m2/m3であるから静止層
容積比が20〜80%の範囲では147〜588m2/m3とな
り、通常の固定床生物処理装置の最密充填状態で
の表面積の70〜200m2/m3より約2倍大きい表面
積となる。
For example, in the case of a carrier particle size of 3 mm, the carrier surface area in a filter bed packed state is approximately 735 m 2 /m 3 , so when the static layer volume ratio is in the range of 20 to 80%, it is 147 to 588 m 2 /m 3 , which is usually The surface area is approximately twice as large as the 70 to 200 m 2 /m 3 surface area of a fixed bed biological treatment device in the closest packed state.

なお、本発明における上記充填範囲の下限20%
は担体の粒径下限3mmのときでも少なくとも従来
の固定床瀘床の表面積が得られる限界であつて、
20%以下になると瀘床内に棲息出来る微生物量が
減少して浄化効率を低下させることになる。
In addition, the lower limit of the above filling range in the present invention is 20%
is the limit at which at least the surface area of a conventional fixed bed filtration bed can be obtained even when the particle size of the carrier is at the lower limit of 3 mm,
If it falls below 20%, the amount of microorganisms that can live in the filter bed will decrease, reducing purification efficiency.

また、上限値80%は瀘床の担体がテイータ型流
動が可能な限界であり、これ以上では担体同志の
衝突が少なくなり、微生物膜の肥大化が進み、フ
ロツクの生成排出が困難になる。
Furthermore, the upper limit of 80% is the limit at which the carriers in the filter bed can undergo theta-type flow; above this limit, collisions between the carriers will decrease, the microbial film will increase in size, and it will be difficult to generate and discharge flocs.

本発明実施例装置を第1図について説明する
と、1は処理塔又は槽であつて、上下2段に担体
粒径より小さい目巾の上部スクリーン2aと下部
スクリーン2bが設けられている。3は担体であ
つて前記した容積範囲で所定量充填されている。
汚水は下部スクリーン2bの下方から導入5され
ると共に多孔散気盤4を通して空気が吹き込まれ
る。散気盤からの曝気によつて、棲息微生物に必
要な酸素が供給されると共に担体の上下流動が行
われる。
The apparatus according to an embodiment of the present invention will be described with reference to FIG. 1. Reference numeral 1 is a treatment tower or tank, and upper and lower stages are provided with an upper screen 2a and a lower screen 2b having a width smaller than the carrier particle diameter. 3 is a carrier, which is filled in a predetermined amount within the above-mentioned volume range.
Sewage is introduced 5 from below the lower screen 2b, and air is blown through the porous air diffuser 4. The aeration from the air diffuser supplies oxygen necessary for the resident microorganisms, and also causes the carrier to flow up and down.

更に、上部スクリーン2aの下面では上昇気泡
によるスラツギングによつて、担体から剥離した
微生物フロツクがスクリーンに付着して目詰りす
るのが防止される。
Furthermore, the slugging caused by rising air bubbles on the lower surface of the upper screen 2a prevents microbial flocs separated from the carrier from adhering to the screen and clogging it.

浄化処理水は上部スクリーンより上方の排水管
6からフロツクと共に排出される。
The purified water is discharged together with flocs from a drain pipe 6 above the upper screen.

第2図の装置においては、スクリーン2cが水
面に位置されて槽壁の溢流口に張設されており、
担体は水中バツキレータ7からの気液混合流によ
つて撹拌流動化される。
In the device shown in FIG. 2, a screen 2c is placed on the water surface and stretched over the overflow port of the tank wall.
The carrier is stirred and fluidized by a gas-liquid mixed flow from the underwater bucket 7.

この装置において、担体は槽内の水に遠心力を
与えると共に外気に接して空気を取り入れる。
In this device, the carrier applies centrifugal force to the water in the tank, and also brings in air by coming into contact with the outside air.

上記各装置を嫌気性微生物に適用する場合は空
気に替えて窒素ガス等を導入するか又は密閉槽で
は撹拌機によつて混合接触させればよい。
When each of the above devices is applied to anaerobic microorganisms, nitrogen gas or the like may be introduced instead of air, or mixed contact may be carried out using a stirrer in a closed tank.

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

第1図、第2図は夫々本発明の実施例装置の断
面図である。
FIGS. 1 and 2 are sectional views of an embodiment of the present invention.

Claims (1)

【特許請求の範囲】[Claims] 1 槽底部に曝気手段を備え、流動床に対して廃
水が上向流として供給されるテイータ・ベツト生
物処理装置において、流動床充填材として水中に
おいて沈降性を維持し且つ乾燥時密度0.4〜
1.0g/cm3、粒形3〜15mmの多孔性無機物担体をテ
イータ・ベツトの容積に対して静止層容積比が20
〜80%となるように充填したことを特徴とするテ
イータ・ベツト生物処理装置。
1. In a Teita-Bett biological treatment equipment equipped with an aeration means at the bottom of the tank and in which wastewater is supplied as an upward flow to the fluidized bed, the fluidized bed filler maintains sedimentation properties in water and has a dry density of 0.4 to
A porous inorganic carrier with a particle size of 1.0 g/cm 3 and a particle size of 3 to 15 mm has a static layer volume ratio of 20 to the volume of the teita bed.
Teita Vett biological treatment equipment characterized by being filled to ~80%.
JP59053165A 1984-03-19 1984-03-19 "tater-bed" biological treatment apparatus Granted JPS60197295A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59053165A JPS60197295A (en) 1984-03-19 1984-03-19 "tater-bed" biological treatment apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59053165A JPS60197295A (en) 1984-03-19 1984-03-19 "tater-bed" biological treatment apparatus

Publications (2)

Publication Number Publication Date
JPS60197295A JPS60197295A (en) 1985-10-05
JPH026591B2 true JPH026591B2 (en) 1990-02-09

Family

ID=12935244

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59053165A Granted JPS60197295A (en) 1984-03-19 1984-03-19 "tater-bed" biological treatment apparatus

Country Status (1)

Country Link
JP (1) JPS60197295A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0537196U (en) * 1991-10-23 1993-05-21 株式会社イナツクス Air shower device

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3615103A1 (en) * 1986-05-03 1987-11-05 Bayer Ag USE OF POLYMER CARRYING MATERIALS AS A CARRIER IN BIOCHMIC CONVERSION PROCESSES IN AQUEOUS PHASE
JPS62282693A (en) * 1986-06-02 1987-12-08 Sanki Eng Co Ltd Anaerobic biological reaction device
JPS6439900U (en) * 1987-09-05 1989-03-09
BE1005063A3 (en) * 1991-07-03 1993-04-06 Jan Wytze Van Der Herberg Device for the purification of waste water.
WO1996037444A1 (en) * 1995-05-23 1996-11-28 Ebara Corporation Method of aerobically treating wastewater and treatment tank
US9724639B2 (en) * 2015-08-18 2017-08-08 United Arab Emirates University System for contacting gases and liquids

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0537196U (en) * 1991-10-23 1993-05-21 株式会社イナツクス Air shower device

Also Published As

Publication number Publication date
JPS60197295A (en) 1985-10-05

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