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JPH0634994B2 - Upflow biological treatment method and apparatus thereof - Google Patents
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JPH0634994B2 - Upflow biological treatment method and apparatus thereof - Google Patents

Upflow biological treatment method and apparatus thereof

Info

Publication number
JPH0634994B2
JPH0634994B2 JP24976188A JP24976188A JPH0634994B2 JP H0634994 B2 JPH0634994 B2 JP H0634994B2 JP 24976188 A JP24976188 A JP 24976188A JP 24976188 A JP24976188 A JP 24976188A JP H0634994 B2 JPH0634994 B2 JP H0634994B2
Authority
JP
Japan
Prior art keywords
stirring
biological treatment
upflow
tank
type
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 - Fee Related
Application number
JP24976188A
Other languages
Japanese (ja)
Other versions
JPH0299194A (en
Inventor
浩二 三島
英二 栃久保
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.)
Ebara Corp
Ebara Research Co Ltd
Original Assignee
Ebara Research Co Ltd
Ebara Infilco 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 Ebara Research Co Ltd, Ebara Infilco Co Ltd filed Critical Ebara Research Co Ltd
Priority to JP24976188A priority Critical patent/JPH0634994B2/en
Publication of JPH0299194A publication Critical patent/JPH0299194A/en
Publication of JPH0634994B2 publication Critical patent/JPH0634994B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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

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  • Biological Treatment Of Waste Water (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、下水、し尿系汚水、工場排水、用水等の有機
物や硝酸塩含有の用廃水を、撹拌機構を備えた上向流式
生物処理装置で固定化微生物を用いて好気的あるいは嫌
気的に浄化する方法及び装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention is directed to upward flow biological treatment provided with a stirring mechanism for wastewater containing organic substances such as sewage, night soil sewage, industrial wastewater, and water, and nitrates. The present invention relates to a method and an apparatus for aerobically or anaerobically purifying by using immobilized microorganisms in the apparatus.

〔従来の技術〕[Conventional technology]

従来、固定化微生物としては、(i)砂、セラミツク、活
性炭、あるいはプラスチツクの表面で微生物を付着増殖
させる付着型、(ii)寒天、ポリアクリルアミドゲル、光
架橋性樹脂などの高分子ゲル内部に微生物を包み込む包
括型、(iii)何らの担体、薬品を使うことなく微生物自
身の力で微生物を粒状化する自己固定化型の3種類が利
用されている。
Conventionally, as immobilized microorganisms, (i) sand, ceramic, activated carbon, or adherent type that adheres and proliferates microorganisms on the surface of plastic, (ii) agar, polyacrylamide gel, inside a polymer gel such as a photocrosslinkable resin Three types are used: a comprehensive type that encloses microorganisms, (iii) any carrier, and a self-immobilized type that granulates the microorganisms by the force of the microorganisms themselves without using any chemicals.

また、上向流式生物処理装置は、流動床型、固定床型及
び汚泥床型の3種類が利用されている。
Further, three types of upward-flow-type biological treatment devices are used, which are a fluidized bed type, a fixed bed type, and a sludge bed type.

これらの上向流式生物処理装置の大部分は、(i)槽内の
粒状固定化微生物あるいは自己固定化物同志の付着、合
一などに起因するマツドボールの形成防止、(ii)粒状固
定化微生物あるいは自己固定化物の流動を円滑にして槽
内のデツドゾーン形成を防止するなどの目的で槽内に撹
拌機を設けている場合が多い。
Most of these up-flow type biological treatment devices are (i) prevention of formation of madballs due to adhesion, coalescence, etc. of particulate immobilized microorganisms or self-immobilized substances in the tank, (ii) granular immobilized microorganisms Alternatively, an agitator is often provided in the tank for the purpose of smoothing the flow of the self-immobilized product and preventing the formation of dead zones in the tank.

そして、従来の上向流式生物処理装置の撹拌方法にあつ
ては、装置下部から上部にかけて均等な撹拌強度で撹拌
するため、粒状固定化物あるいは自己固定化物のうち沈
降速度の大きなものが下部に集まり、沈降速度の小さい
ものが上部に集まる傾向にあつた。その結果、装置の高
さ方向に粒状固定化物や自己固定化物の濃度分布が生
じ、処理性能の低下をきたしていた。
In addition, in the conventional stirring method for the upward flow type biological treatment apparatus, since the stirring is performed with uniform stirring strength from the lower part to the upper part of the apparatus, the granular settling material or the self-fixing material having a large sedimentation speed is placed in the lower part. Those with a small settling rate tended to collect at the top. As a result, a concentration distribution of the granular immobilization product or the self-immobilization product is generated in the height direction of the apparatus, and the processing performance is deteriorated.

例えば、付着型固定化微生物を利用した上向流式流動床
型生物処理装置にあつては、粒径の大きな微生物付着担
体が装置下部に高密度に存在し、装置上部では粒径の小
さな担体が疎に存在する傾向があつた。付着型の固定化
微生物とは担体表面で微生物の増殖により形成される生
物膜により、処理を行なう方法であるが、生物膜は増殖
すると同時に担体相互の接触によるもみ洗い効果によ
り、担体からの剥離も発生する。従つて、担体密度の高
い下部ではもみ洗い効果が大きいため、生物膜は発達し
にくい状況となる。
For example, in an upflow-type fluidized-bed biological treatment device that uses adherent-type immobilized microorganisms, microbial adherent carriers with large particle size are present at high density in the lower part of the device, and carrier with small particle size in the upper part of the device. Tend to exist sparsely. The adherent-type immobilized microorganism is a method in which treatment is performed with a biofilm formed by the growth of microorganisms on the surface of the carrier. Also occurs. Therefore, since the brushing effect is large in the lower part where the carrier density is high, the biofilm is difficult to develop.

そして、装置の高さ方向に均等な強度で撹拌を行なう従
来の上向流式流動床型生物処理装置にあつては、下部に
生物膜のうすい大粒径の担体が集まり、上部には生物膜
の厚い小粒径の担体が存在する状態に陥つた。その結
果、特に下部における処理性能が生物膜量の不足により
低下し、装置全体の処理性能の低下をきたすことが認め
られた。
In a conventional upward-flowing fluidized-bed biological treatment device that agitates the device at a uniform strength in the height direction, carriers with thin large-sized biofilm particles are gathered in the lower part and biological substances are in the upper part. It fell into a state in which a small-diameter carrier having a thick film was present. As a result, it was confirmed that the treatment performance especially in the lower part was lowered due to the lack of the amount of biofilm, and the treatment performance of the entire apparatus was lowered.

また、自己固定化物を利用した上向流式汚泥床型生物処
理装置にあつては、下部に密度の高い自己固定化物が集
まり、上部に密度の低い自己固定化物が集まる傾向にあ
つた。このような状況下では、装置高さ方向に均一な撹
拌を行なう従来法の場合、下部での汚泥床の流動が不足
し、一方上部では過度な撹拌により汚泥床が乱されるこ
とになる。その結果、上部における汚泥の巻き上がりな
どにより、処理水質の低下をきたした。
Moreover, in the upward flow sludge bed type biological treatment apparatus using self-immobilized products, the self-immobilized products with high density tended to gather in the lower part and the self-immobilized products with low density tended to gather in the upper part. Under such a situation, in the case of the conventional method in which the stirring is performed uniformly in the height direction of the apparatus, the sludge bed at the lower part lacks in fluidity, while the upper part disturbs the sludge bed by excessive stirring. As a result, the quality of the treated water deteriorated due to the sludge rolling up in the upper part.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

本発明は、前記したような装置高さ方向の粒状固定化物
や自己固定化物の分布状態が異なるにもかかわらず、均
一な撹拌方法を採ることにより生じていた従来型の上向
流式生物処理装置の問題点を解決し、従来法にくらべよ
り優れた処理性能を発揮することができる生物処理装置
を開発することを目的とする。
The present invention provides a conventional upward flow biological treatment that has been caused by adopting a uniform stirring method, even though the distribution state of the granular immobilization product or self-immobilization product in the device height direction as described above is different. It is an object of the present invention to solve the problems of the apparatus and to develop a biological treatment apparatus capable of exhibiting superior treatment performance as compared with the conventional method.

〔課題を解決するための手段〕[Means for Solving the Problems]

本発明者らは、種々研究の結果、上向流式生物処理にお
いて、反応槽内の撹拌力を上部と下部の間で段階的に変
えることにより、従来法の問題点が解決できることを見
い出し、本発明を完成した。
As a result of various studies, the present inventors have found that in the upward flow biological treatment, the problem of the conventional method can be solved by changing the stirring force in the reaction tank between the upper part and the lower part stepwise, The present invention has been completed.

すなわち、本発明は、廃水を上向流通水しながらかつ撹
拌機構による撹拌力を与えて好気性または嫌気性条件下
で固定化微生物によつて生物処理を行なう上向流式生物
処理方法において、前記撹拌機構は垂直回転軸に撹拌羽
根が多段に設けられており、該撹拌機構による撹拌強度
を前記廃水の流入部より流出部に向って漸次又は段階的
に減ずるように、撹拌羽根の面積、取付けピッチのうち
少なくとも一つを調整することを特徴とする上向流式生
物処理方法に関するものである。
That is, the present invention, in an upward flow type biological treatment method for performing biological treatment by immobilized microorganisms under aerobic or anaerobic conditions by applying stirring force by a stirring mechanism while upwardly circulating waste water. In the stirring mechanism, stirring blades are provided in multiple stages on a vertical rotation shaft, and the stirring strength of the stirring mechanism is gradually or stepwise reduced from the inflow portion of the wastewater toward the outflow portion, the area of the stirring blade, The present invention relates to an upflow biological treatment method characterized by adjusting at least one of mounting pitches.

また本発明は、廃水を上向流通水する生物反応槽内に固
定化微生物の層を形成せしめると共に、該槽内の垂直回
転軸に撹拌羽根を多段に配設した上向流式生物処理装置
において、該撹拌羽根は槽内下方部から上方部にいくに
従って、その面積が小さくなるか又は取付けピッチが広
くなることを特徴とする上向流式生物処理装置に関する
ものである。
The present invention also provides an upward flow type biological treatment apparatus in which a layer of immobilized microorganisms is formed in a biological reaction tank in which waste water flows upward, and stirring blades are arranged in multiple stages on a vertical rotating shaft in the tank. In the above, the stirring blade has a smaller area or a wider mounting pitch as it goes from the lower part to the upper part in the tank.

本発明における撹拌強度の低下度合いは、使用する固定
化微生物の種類、粒径、比重、あるいは装置の大きさな
どにより変化するが、望ましくは上部の撹拌強度を下部
の10〜80%とすることが望まれる。
The degree of decrease in stirring strength in the present invention varies depending on the type of immobilized microorganisms used, particle size, specific gravity, size of device, etc., but desirably the stirring strength of the upper part is 10-80% of the lower part. Is desired.

撹拌強度を変化させるには、撹拌羽根を装置の上部に行
く程、その面積を小さくするか、取付けピッチを広く取
るとか、の方法により行うことができる。
In order to change the stirring strength, it is possible to reduce the area of the stirring blade toward the upper part of the apparatus or to widen the mounting pitch.

また、本発明は、上向流式生物処理装置において、特に
流動床型及び汚泥床型のものに適用するとその効果を発
揮する。
Further, the present invention exerts its effect when applied to an upflow type biological treatment apparatus, particularly a fluidized bed type and a sludge bed type.

上向流式流動床型生物処理装置とは、粒状担体に微生物
を付着あるいは包括した粒状固定化微生物を装置に充て
んし、水、あるいは/およびガスにより励起される上向
流により粒状固定化微生物を流動状態に維持しながら生
物処理を行なう装置である。上向流式汚泥床型生物処理
装置とは、微生物自身により形成される粒状生物塊(自
己固定化物)を、水あるいは/およびガスにより励起さ
れる上向流によりスラツジベツドあるいはスラツジブラ
ンケツトに維持しながら処理を行なう装置である。
An upflow fluidized bed biological treatment apparatus is a granular immobilized microorganism in which microorganisms are adhered to or entrapped in a granular carrier, and the granular immobilized microorganism is excited by water or / and gas to flow upward. Is a device for biological treatment while maintaining the fluid state. Upflow type sludge bed type biological treatment equipment maintains sludge beds or sludge blankets with granular biomass (self-immobilized products) formed by microorganisms themselves by upward flow excited by water and / or gas. It is a device that performs processing while doing so.

なお本発明は上向流式生物処理装置の撹拌方法に関する
ものであるが、生物処理装置に限定されるものではな
く、上向流式反応装置全般に対して有効な方法である。
Although the present invention relates to a stirring method for an upflow-type biological treatment apparatus, it is not limited to the biological treatment apparatus and is an effective method for all upflow-type reaction apparatuses.

〔作 用〕[Work]

本発明によれば、粒状固定化物や自己固定化物が高密度
に存在する傾向にある装置下部の撹拌強度を高く維持で
きる。それにより上向流式流動床法における下部での生
物膜剥離による微生物量の不足や、上向流式汚泥床法に
おける下部での撹拌不足に伴なうデツドゾーンの形成を
防止できる。また、装置上部の撹拌を緩やかな状態にで
きるため、上向流式汚泥床法における上部での汚泥巻き
上がりを防止できる。これらの作用により従来法にくら
べ、より優れた処理性能を発揮する。
According to the present invention, it is possible to maintain a high stirring strength in the lower part of the apparatus, in which the particulate immobilized product or the self-immobilized product tends to be present at a high density. As a result, it is possible to prevent the amount of microorganisms from being insufficient due to biofilm separation in the lower part in the upflow type fluidized bed method, and the formation of a dead zone due to insufficient stirring in the lower part in the upflow type sludge bed method. Further, since the stirring in the upper part of the device can be made gentle, it is possible to prevent the sludge from rolling up in the upper part in the upward flow type sludge bed method. Due to these actions, superior processing performance is exhibited as compared with the conventional method.

〔実施例〕〔Example〕

以下に、本発明を実施例に基づいて更に詳しく説明する
が、本発明はこれらの実施例に限定されるものではな
い。
Hereinafter, the present invention will be described in more detail based on examples, but the present invention is not limited to these examples.

実施例1 第1図は、付着型固定化微生物を用いた嫌気性上向流式
流動床型生物処理装置の概略図であり、生物学的脱窒素
を目的とするものである。硝酸塩を含む廃水にメタノー
ルを添加した水が原水流入管1を経て、生物処理装置2
の底部から上向流で通水される。生物処理装置2内部に
は、脱窒素菌の付着担体3として、有効径2mm、均等系
数1.3の砂が充てんされている。担体3は、水による
上向流と脱窒素の結果生成される窒素ガスにより励起さ
れる上向流により流動化状態に維持されるとともに、撹
拌機4により撹拌される。処理水は装置2上部から処理
水流出管7を経て流出する。6は脱窒素菌の付着により
肥大した担体3を抜きとる担体引抜管である。
Example 1 FIG. 1 is a schematic diagram of an anaerobic upflow type fluidized bed type biological treatment apparatus using adherent type immobilized microorganisms, which is intended for biological denitrification. Water obtained by adding methanol to wastewater containing nitrate passes through the raw water inflow pipe 1 and the biological treatment device 2
Water flows upward from the bottom of the. The inside of the biological treatment apparatus 2 is filled with sand having an effective diameter of 2 mm and a uniform coefficient of 1.3 as an adsorbent carrier 3 for denitrifying bacteria. The carrier 3 is maintained in a fluidized state by an upward flow of water and an upward flow excited by nitrogen gas generated as a result of denitrification, and is agitated by a stirrer 4. The treated water flows out from the upper part of the device 2 through the treated water outflow pipe 7. Reference numeral 6 denotes a carrier withdrawal tube for removing the carrier 3 enlarged by the attachment of the denitrifying bacteria.

本発明の効果を確認するために、撹拌機4の撹拌羽根5
は、第2図に概略図として示す本発明のものと、第3図
に概略図として示す従来型のものの2とおりを使用し
た。装置や撹拌羽根の大きさを以下にまとめる。
In order to confirm the effect of the present invention, the stirring blade 5 of the stirrer 4
Two types were used, one of the present invention shown as a schematic diagram in FIG. 2 and the conventional type shown as a schematic diagram in FIG. The size of the equipment and stirring blades are summarized below.

上向流式流動床型生物処理装置 φ1000mm× 高さ3200mm 撹拌羽根大きさ ・第2図 平羽根4枚(羽根幅は下から200mm、2
00mm、100mm、50mm) ・第3図 平羽根4枚(羽根幅は全て80mm) ・双方とも羽根の長さ800mm、取付ピツチ800mm 撹拌機回転数 双方とも1.5rpm 表−1に第2図と第3図の撹拌羽根を用いた場合の、脱
窒素性能と付着脱窒菌量を示す。脱窒性能は装置容積あ
たりの脱窒速度で示した。
Upflow fluidized bed type biological treatment equipment φ1000mm × height 3200mm Stirring blade size ・ Fig. 2 4 flat blades (width 200mm from the bottom, 2
(00 mm, 100 mm, 50 mm) ・ Fig. 3 4 flat blades (blade widths are all 80 mm) ・ Both blade length 800 mm, mounting pitch 800 mm, agitator rotation speed, both 1.5 rpm Table-1 and Fig. 2 FIG. 3 shows the denitrification performance and the amount of attached denitrifying bacteria when the stirring blade of FIG. 3 was used. The denitrification performance was shown by the denitrification rate per unit volume.

表−1に示すように、本発明のように装置高さ方向に撹
拌強度を変化させることにより、従来法と比較して下部
の微生物量が増大し、全体の微生物量も増加した結果、
脱窒速度も大きな値を得た。
As shown in Table-1, by changing the stirring strength in the apparatus height direction as in the present invention, the amount of microorganisms in the lower part is increased as compared with the conventional method, and as a result, the total amount of microorganisms is also increased,
The denitrification rate also obtained a large value.

実施例2 第4図は、包括型固定化微生物を用いた好気性上向流式
流動床型生物処理装置の概略図であり、上水道水源に含
まれるアンモニアの硝化を目的とするものである。アン
モニアに汚染された湖沼水は原水流入管1を経て、前曝
気槽9に下向流で通水され、ここで硝化に必要な酸素が
溶解される。原水はそののち送水管8を通り、硝化槽1
0に上向流で通水される。硝化槽10内部には、直径3
mmのアルギン酸カルシウムゲルに包括された固定化硝化
菌3が充てんされてある。3は水による上向流と撹拌機
4による撹拌流により流動化状態に維持される。処理水
は流出管7を通つて流出する。
Example 2 FIG. 4 is a schematic diagram of an aerobic upflow-type fluidized-bed biological treatment apparatus using entrapped immobilized microorganisms, which is intended for nitrification of ammonia contained in a tap water source. Lake water contaminated with ammonia is passed through the raw water inflow pipe 1 to the pre-aeration tank 9 in a downward flow, where oxygen necessary for nitrification is dissolved. The raw water then passes through the water pipe 8 and the nitrification tank 1
Water is flowed up to 0. Inside the nitrification tank 10, the diameter is 3
Immobilized nitrifying bacteria 3 entrapped in mm alginate calcium gel are filled. 3 is maintained in a fluidized state by an upward flow of water and a stirring flow of a stirrer 4. The treated water flows out through the outflow pipe 7.

本発明の効果を確認するために、撹拌機4として、第5
図に概略図として示すような撹拌羽根5の取付ピツチを
変えたもの(本発明)と、第6図に概略図として示すよ
うな均等なピツチで取付けたもの(従来法)の2つを使
用した。
In order to confirm the effect of the present invention, as the stirrer 4, a fifth
Two types are used, one with a different attachment pitch of the stirring blade 5 as shown in the figure (invention) and one with uniform pitch as shown in the figure in FIG. 6 (conventional method). did.

装置や撹拌羽根の大きさは以下のとおりである。The sizes of the device and the stirring blade are as follows.

・硝化槽 φ900mm×高さ3000mm ・撹拌羽根 幅30mm×長さ800mm ・取付ピツチ(下部より) 第5図 140、140、340、340、 340、400、400mm 第6図 全て300mm ・撹拌機回転数 双方ともに 4rpm 表−2に各々の場合の硝化速度を示す。・ Nitrification tank φ900mm × height 3000mm ・ Stirring blade width 30mm × length 800mm ・ Mounting pitch (from bottom) Fig. 140, 140, 340, 340, 340, 400, 400mm Fig. 6 All 300mm ・ Agitator rotation speed Both are 4 rpm Table 2 shows the nitrification rate in each case.

このように、本発明のように取付ピツチを変えることに
より、従来法より大きな硝化速度を得た。この原因は、
下部での固定化硝化菌の流動が活発となり、有効に作用
する槽容積が増大したためと考えられる。
Thus, by changing the attachment pitch as in the present invention, a higher nitrification rate than the conventional method was obtained. The cause is
It is considered that the flow of the immobilized nitrifying bacteria in the lower part became active, and the effective tank volume increased.

撹拌速度を変えた他の実施例においても、同様に本発明
の有効性が確認された。
The effectiveness of the present invention was similarly confirmed in other examples in which the stirring speed was changed.

〔発明の効果〕〔The invention's effect〕

前記したように、本発明によれば、槽全体にわたつて微
生物が均一に成長し、全体の微生物量が増加して、下部
での生物膜剥離による微生物量の不足や撹拌不足に伴な
うデツドゾーンの形成が防止され優れた処理能力を発揮
できる。
As described above, according to the present invention, microorganisms grow uniformly over the entire tank, and the total amount of microorganisms increases, which is accompanied by insufficient amount of microorganisms due to biofilm peeling at the bottom and insufficient stirring. The formation of dead zones is prevented and excellent processing performance can be exhibited.

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

第1図は本発明の嫌気性上向流式生物処理装置の概略図
を示し、第2図と第3図は第1図の装置に用いた撹拌羽
根の配置を示す概略図であり、第2図が本発明の撹拌羽
根、第3図が従来法の撹拌羽根を示す。第4図は本発明
の好気性上向流式生物処理装置の概略図を示し、第5図
と第6図は第4図の装置に用いた撹拌羽根の配置を示す
概略図であり第5図が本発明の撹拌羽根、第6図が従来
法の撹拌羽根を示す。 1……原水流入管、2……生物処理装置、3……付着担
体、4……撹拌機、5……撹拌羽根、6……担体引抜
管、7……処理水流出管、8……送水管、9……前曝気
槽、10……硝化槽
FIG. 1 is a schematic diagram of an anaerobic upward flow biological treatment apparatus of the present invention, and FIGS. 2 and 3 are schematic diagrams showing the arrangement of stirring blades used in the apparatus of FIG. 2 shows the stirring blade of the present invention, and FIG. 3 shows the stirring blade of the conventional method. FIG. 4 is a schematic view of the aerobic upflow biological treatment apparatus of the present invention, and FIGS. 5 and 6 are schematic views showing the arrangement of stirring blades used in the apparatus of FIG. The figure shows the stirring blade of the present invention, and FIG. 6 shows the stirring blade of the conventional method. 1 ... Raw water inflow pipe, 2 ... Biological treatment device, 3 ... Adhesive carrier, 4 ... Stirrer, 5 ... Stirring blade, 6 ... Carrier withdrawal pipe, 7 ... Treated water outflow pipe, 8 ... Water pipe, 9 ... Front aeration tank, 10 ... Nitrification tank

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】廃水を上向流通水しながらかつ撹拌機構に
よる撹拌力を与えて、好気的条件下又は嫌気的条件下で
固定化微生物によって生物処理を行う上向流式生物処理
方法において、前記撹拌機構は垂直回転軸に撹拌羽根が
多段に設けられており、該撹拌機構による撹拌強度を前
記廃水の流入部より流出部に向って漸次又は段階的に減
ずるように、撹拌羽根の面積、取付けピッチのうち少な
くとも一つを調整することを特徴とする上向流式生物処
理方法。
1. An upward-flow-type biological treatment method for performing biological treatment with immobilized microorganisms under aerobic or anaerobic conditions while applying a stirring force by a stirring mechanism while upwardly circulating waste water. The stirring mechanism is provided with a multi-stage stirring blade on a vertical rotating shaft, and the stirring blade area is reduced so that the stirring strength by the stirring mechanism is gradually or stepwise reduced from the inflow part of the wastewater toward the outflow part. , An upflow biological treatment method, characterized in that at least one of the mounting pitches is adjusted.
【請求項2】廃水を上向流通水する生物反応槽内に固定
化微生物の層を形成せしめると共に、該槽内の垂直回転
軸に撹拌羽根を多段に配設した上向流式生物処理装置に
おいて、該撹拌羽根は槽内下方部から上方部にいくに従
って、その面積が小さくなるか又は取付けピッチが広く
なることを特徴とする上向流式生物処理装置。
2. An upward flow type biological treatment apparatus in which a layer of immobilized microorganisms is formed in a biological reaction tank in which waste water is upwardly flowed and stirring blades are arranged in multiple stages on a vertical rotating shaft in the tank. In the upflow type biological treatment apparatus, the stirring blade has a smaller area or a wider mounting pitch from the lower part to the upper part in the tank.
JP24976188A 1988-10-05 1988-10-05 Upflow biological treatment method and apparatus thereof Expired - Fee Related JPH0634994B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24976188A JPH0634994B2 (en) 1988-10-05 1988-10-05 Upflow biological treatment method and apparatus thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24976188A JPH0634994B2 (en) 1988-10-05 1988-10-05 Upflow biological treatment method and apparatus thereof

Publications (2)

Publication Number Publication Date
JPH0299194A JPH0299194A (en) 1990-04-11
JPH0634994B2 true JPH0634994B2 (en) 1994-05-11

Family

ID=17197837

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24976188A Expired - Fee Related JPH0634994B2 (en) 1988-10-05 1988-10-05 Upflow biological treatment method and apparatus thereof

Country Status (1)

Country Link
JP (1) JPH0634994B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006289311A (en) * 2005-04-14 2006-10-26 Japan Organo Co Ltd Method for treating drainage
JP4845799B2 (en) * 2007-04-19 2011-12-28 立川ブラインド工業株式会社 Pleated screen
JP4786678B2 (en) * 2008-05-09 2011-10-05 日鉄環境エンジニアリング株式会社 Organic wastewater treatment method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63229192A (en) * 1987-03-18 1988-09-26 Toshiba Corp Fluidized bed type waste water processing equipment

Also Published As

Publication number Publication date
JPH0299194A (en) 1990-04-11

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