JPS60235696A - Anaerobic digestion vessel - Google Patents

Anaerobic digestion vessel

Info

Publication number
JPS60235696A
JPS60235696A JP59091123A JP9112384A JPS60235696A JP S60235696 A JPS60235696 A JP S60235696A JP 59091123 A JP59091123 A JP 59091123A JP 9112384 A JP9112384 A JP 9112384A JP S60235696 A JPS60235696 A JP S60235696A
Authority
JP
Japan
Prior art keywords
liquid
section
solid
liquid separation
partition plate
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.)
Granted
Application number
JP59091123A
Other languages
Japanese (ja)
Other versions
JPH0422637B2 (en
Inventor
Hiroshi Inoue
寛 井上
Minoru Kawabe
実 河辺
Kinji Maekawa
前川 謹治
Yoshihiro Senba
美博 仙波
Yasuo Saito
康雄 斉藤
Fumitaka Yoshimura
二三隆 吉村
Mikio Kitagawa
幹夫 北川
Atsushi Nunome
布目 温
Toshikatsu Ishika
外志勝 石過
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.)
Kurita Water Industries Ltd
Nippon Beet Sugar Manufacturing Co Ltd
Original Assignee
Kurita Water Industries Ltd
Nippon Beet Sugar Manufacturing 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 Kurita Water Industries Ltd, Nippon Beet Sugar Manufacturing Co Ltd filed Critical Kurita Water Industries Ltd
Priority to JP59091123A priority Critical patent/JPS60235696A/en
Publication of JPS60235696A publication Critical patent/JPS60235696A/en
Publication of JPH0422637B2 publication Critical patent/JPH0422637B2/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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00Technologies for the production of fuel of non-fossil origin
    • Y02E50/30Fuel from waste, e.g. synthetic alcohol or diesel

Abstract

PURPOSE:To carry out efficient anaerobic digestion with a small setting area by providing two partition plates at the upper part of a digestion vessel to separate the vessel into a liquid mixture part consisting of an ascending part and a descending part, and providing a rectifying plate extending from the lower part of the solid-liquid separation part to the liquid mixture part. CONSTITUTION:A digestion vessel 1 having an untreated liquid inflow part 2 at the bottom, a partition plate 3 extending from above the liquid surface of the vessel 1 into the liquid and separating the upper part of the vessel 1 into a solid-liquid separation part 5 and a hermetic liquid mixture part 4, a treated liquid pipe 14 communicating with the upper part of the solid- liquid separation part, and a gas discharge pipe 15 communicating with the upper part of the liquid mixture part are provided. And a partition plate 6 whose upper end is situated under the liquid surface of the liquid mixture part, whose lower part is inclined downward while keeping an interval from the leading end of the partition plate 3 and extends to the lower part of the solid-liquid separation part, and which separates the liquid mixture part into an ascending part 7 and a descending part 8, and a rectifying plate 10 are provided. Namely, the flow of generated gas into the solid-liquid separation part is prevented, and the sludge settled at the solid-liquid separation part is returned to the digestion part by utilizing a spiral flow of the generated gas. Accordingly, the anaerobic digestion is efficiently carried out with a small setting area.

Description

【発明の詳細な説明】 〔発明の技術分野〕 この発明は水処理等に使用される嫌気性消化槽、特にス
ラッジブランケット型の嫌気性消化槽に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to an anaerobic digestion tank used for water treatment etc., and particularly to a sludge blanket type anaerobic digestion tank.

〔従来技術〕[Prior art]

スラッジブランケット型の嫌気性消化槽は、嫌気性細菌
を主体とする汚泥によりスラッジブランケットを形成し
、廃液と接触させて嫌気性消化を行うものであるが、消
化により発生するガスが上昇してスラッジブランケット
が乱れ、固液分離が行えなくなるので、消化反応部と固
液分離部とを区画することが行われる。このような消化
槽として、45°の勾配の仕切板により、断面逆三角形
状に固液分離部を区画するものがあるが(USPNα4
253956)、この装置では固液分離部の汚泥は自、
然沈降により消化反応部に流入するため、汚泥の性状が
悪化し、沈降性が不良となった場合、汚泥の返送が不十
分となり、沈殿部で汚泥の゛堆積やスカムが発生し、設
定負荷どおりの運転ができないという問題点があった。
The sludge blanket type anaerobic digestion tank forms a sludge blanket with sludge mainly composed of anaerobic bacteria and brings it into contact with waste liquid to perform anaerobic digestion, but the gas generated during digestion rises and becomes sludge. Since the blanket is disturbed and solid-liquid separation cannot be performed, the digestion reaction section and the solid-liquid separation section are divided. Some of these digesters have a solid-liquid separation section partitioned into an inverted triangular cross-section by partition plates with an inclination of 45 degrees (USPN α4).
253956), in this device, the sludge in the solid-liquid separation section is
As the sludge flows into the digestion reaction section due to natural settling, if the properties of the sludge deteriorate and the settling properties become poor, the sludge will not be returned sufficiently, and sludge accumulation and scum will occur in the settling section, causing the set load to decrease. There was a problem that the vehicle could not be driven normally.

〔発明の目的〕[Purpose of the invention]

この発明は、上記問題点を解決するためのもので、消化
槽の上部に2つの仕切板を設けて、上昇部および下降部
からなる混合液部と固液分離部に区画するとともに、固
液分離部の下部から混合液部に伸びる整流板を設けるこ
とにより、発生ガスの固液分離部への流入を防ぐととも
に、発生ガスによる旋回流を利用して固液分離部の沈降
汚泥を消化反応部へ返送し、小設置面積で効率的な嫌気
性消化を行うことが可能な嫌気性消化槽を提供すること
を目的としている。
This invention is intended to solve the above-mentioned problems. Two partition plates are provided at the top of the digester to divide the tank into a mixed liquid section and a solid-liquid separation section consisting of an ascending section and a descending section. By providing a rectifying plate that extends from the bottom of the separation section to the mixed liquid section, it is possible to prevent the generated gas from flowing into the solid-liquid separation section, and to use the swirling flow of the generated gas to digest the settled sludge in the solid-liquid separation section. The purpose of this project is to provide an anaerobic digestion tank that can be returned to the department and perform efficient anaerobic digestion in a small footprint.

〔発明の構成〕[Structure of the invention]

この発明は、底部に原液流入部を有する消化槽と、この
消化槽の液面上から液中に伸びかつ消化槽上部を固液分
一部および密閉形の混合液部に区画する第1の仕切板と
、固液分離部の上部に連絡する処理液管と、混合液部の
上部に連絡するガス排出管と、上端が混合液部の液面下
に位置し下部が第1の仕切板の先端と間隔を保った下向
きの傾斜部となって固液分離部の下部まで伸びかつ混合
液部を上昇部および下降部に区画する第2の仕切板と、
第2の仕切板と交差する方向に下向きに傾斜しかつ第2
の仕切板の下端と間隔を保って固液分離部の下部から混
合液部に伸びる整流弯とを備えたことを特徴とする嫌気
性消化槽である。
The present invention provides a digestion tank having a raw liquid inlet at the bottom, and a first pipe extending into the liquid from above the liquid level of the digestion tank and dividing the upper part of the digestion tank into a solid-liquid part and a closed mixed liquid part. A partition plate, a processing liquid pipe communicating with the upper part of the solid-liquid separation part, a gas discharge pipe communicating with the upper part of the mixed liquid part, and a first partition plate whose upper end is located below the liquid level of the mixed liquid part and whose lower part is the first partition plate. a second partition plate that is a downwardly inclined part maintaining a distance from the tip of the solid-liquid separation part and extends to the bottom of the solid-liquid separation part and divides the mixed liquid part into an ascending part and a descending part;
The second partition plate is inclined downwardly in a direction intersecting the second partition plate, and the second
The anaerobic digestion tank is characterized by having a rectifying curve extending from the lower part of the solid-liquid separation part to the mixed liquid part while keeping a distance from the lower end of the partition plate.

〔発明の実施例〕[Embodiments of the invention]

以下、この発明を図面の実施例により説明する。 Hereinafter, the present invention will be explained with reference to embodiments of the drawings.

図面はこの発明の一実施例による嫌気性消化槽の垂直断
面図である。図面において、1は直方体状の容器からな
る消化槽で、底面の全域に多孔管状の原液流入部2が均
一に設けられている。消化槽lの上部には液面上から液
中に伸びる第1の仕切板3が設けられ、この仕切板3に
より消化槽1の上部は密閉形の混合液部4および開放形
の固液分離部5に区画されている。混合液部4の液面下
には第2の仕切板6が設けられ、その下部は下向きの傾
斜部6aとなり、仕切板3の下端と間隔を保って、その
下端は固液分離部5の下部まで伸びている。この仕切板
6により混合液部4は上昇部7および下降部8に区画さ
れている。傾斜部6aの傾斜角αは45″以上とされ、
第1および第2の仕切板3,6下部における開口部9の
断面積は上昇部7の断面積より大きくされている。
The drawing is a vertical sectional view of an anaerobic digestion tank according to an embodiment of the present invention. In the drawings, reference numeral 1 denotes a digestion tank consisting of a rectangular parallelepiped-shaped container, and porous tubular stock solution inflow portions 2 are uniformly provided over the entire bottom surface. A first partition plate 3 extending from above the liquid level into the liquid is provided at the top of the digestion tank 1, and with this partition plate 3, the top of the digestion tank 1 is divided into a closed mixed liquid section 4 and an open solid-liquid separation section. It is divided into section 5. A second partition plate 6 is provided below the liquid level of the mixed liquid part 4, and its lower part becomes a downwardly inclined part 6a, keeping a distance from the lower end of the partition plate 3, and its lower end is connected to the solid-liquid separation part 5. It extends to the bottom. The mixed liquid section 4 is divided into an ascending section 7 and a descending section 8 by the partition plate 6 . The slope angle α of the slope portion 6a is 45″ or more,
The cross-sectional area of the opening 9 at the lower part of the first and second partition plates 3 and 6 is larger than the cross-sectional area of the rising part 7.

固液分離部5の下部には、消化槽1の一方の側壁1aか
ら、仕切板6の傾斜部6aと交差する方向に下向きに傾
斜した整流板10が、仕切板6の下端と間隔を保って混
合液部4に伸びている。整流板10の傾斜角βは45°
以上とされ、仕切板6との間の開口部11は上昇部7の
断面積より大きくされている。整流板10の下部は逆方
向に傾斜した傾斜部10aとなって側壁1aに伸び、そ
の下側に消化部12が形成されている。
At the bottom of the solid-liquid separator 5, a rectifying plate 10 is provided which is inclined downward from one side wall 1a of the digestion tank 1 in a direction intersecting the inclined part 6a of the partition plate 6, while maintaining a distance from the lower end of the partition plate 6. and extends to the mixed liquid section 4. The inclination angle β of the current plate 10 is 45°
As described above, the opening 11 between the partition plate 6 and the opening 11 is made larger than the cross-sectional area of the rising portion 7. The lower part of the current plate 10 forms an inclined part 10a that is inclined in the opposite direction and extends to the side wall 1a, and a digester part 12 is formed on the lower side of the inclined part 10a.

上昇部7および下降部8からなる混合液部4ならびに消
化部12の全体が消化反応部を構成している。13は原
液流入部2に連絡する原液管、14は固液分離部5の上
部に連絡する処理液管、15は混合液部4の上部に連絡
するガス排出管、16は消化槽1の底部に設けられた排
泥ビット、17は排泥管である。
The entire mixed liquid section 4 consisting of the rising section 7 and the descending section 8 and the digestion section 12 constitute a digestion reaction section. 13 is a raw solution pipe connected to the raw solution inflow section 2; 14 is a processing liquid pipe connected to the upper part of the solid-liquid separation section 5; 15 is a gas discharge pipe connected to the upper part of the mixed liquid section 4; 16 is the bottom of the digestion tank 1. The sludge removal bit provided at 17 is a sludge removal pipe.

以上の構成において、原液管13から原液を供給し、原
液流入部2から消化槽1内に流入させ。
In the above configuration, the stock solution is supplied from the stock solution pipe 13 and is caused to flow into the digestion tank 1 from the stock solution inflow section 2.

嫌気性消化を行うと、原液4消化部12において汚泥と
混合され、主として酸生成菌の作用で有機物が分解して
有機酸を生成し、さらに、メタン生成菌の作用により有
機酸が分解してメタンが生成する。
When anaerobic digestion is performed, the raw solution 4 is mixed with sludge in the digestion section 12, and the organic matter is decomposed mainly by the action of acid-producing bacteria to produce organic acids, and further, the organic acids are decomposed by the action of methanogens. Methane is produced.

混合液部4では発生するガスの浮力により、混合液すな
わち嫌気処理を受けた処理液は上昇部7を上昇し、その
上部でガスを分離する。ガスを分離した混合液は下降部
8を下降して固液分離部5の下部に入り、一部は固液分
離部5を上昇するが、大部分は固液分離部5の沈降汚泥
とともに、固液分離部5の下部から整流板10に沿って
下降し、混合液部4に循環する。混合液部4から消化部
12への汚泥の混合は、整流板lOの先端部が上昇部7
の断面積より大きいので流速が小さく、したがって開口
部11から循環する汚泥は、消化部12を必要以上に撹
乱することはないので、消化部12内のスラッジブラン
ケット面を安定して維持することができる。
In the mixed liquid section 4, due to the buoyancy of the gas generated, the mixed liquid, that is, the treated liquid that has undergone anaerobic treatment, rises in the rising section 7, and the gas is separated at the upper part. The mixed liquid from which the gas has been separated descends through the descending section 8 and enters the lower part of the solid-liquid separating section 5, and a part of it ascends through the solid-liquid separating section 5, but most of it goes down along with the settled sludge in the solid-liquid separating section 5. It descends from the lower part of the solid-liquid separation section 5 along the rectifying plate 10 and circulates to the mixed liquid section 4. Mixing of sludge from the liquid mixture part 4 to the digestion part 12 is carried out when the tip of the rectifying plate IO is connected to the rising part 7.
Since the cross-sectional area of the sludge is larger than the cross-sectional area of can.

また、固液分離部5にも混合液に同伴された汚泥によっ
てスラッジブランケット5aが形成され、下降部8から
一部ずつ流入する混合液がスラッジブランケット5aを
上昇する間に汚泥固形分がスラッジブランケット5aに
捕捉され、分離液が処理液として処理液管14から取出
される。開口部9の断面積が上昇部7の断面積より大き
い場合、スラッジブランケット5aの乱れは少なく、固
液分離性は向上する。スラッジブランケット5aは一部
が返送汚泥として、混合液とともに開口部11から混合
液部4に流入する。固液分離部5に傾斜板18を設ける
と、固液分離効果は高くなる。
A sludge blanket 5a is also formed in the solid-liquid separation section 5 by the sludge entrained in the mixed liquid, and while the mixed liquid flowing in portions from the descending section 8 ascends the sludge blanket 5a, the solid content of the sludge is transferred to the sludge blanket. 5a, and the separated liquid is taken out from the processing liquid pipe 14 as a processing liquid. When the cross-sectional area of the opening 9 is larger than the cross-sectional area of the rising portion 7, the sludge blanket 5a is less disturbed and the solid-liquid separability is improved. A portion of the sludge blanket 5a flows into the mixed liquid section 4 from the opening 11 together with the mixed liquid as returned sludge. Providing the inclined plate 18 in the solid-liquid separation section 5 increases the solid-liquid separation effect.

また消化部12において発生ガスが異常に多くなったり
して、例え消化部12のスラッジブランケットが破壊さ
れ、混合液に多量の汚泥が含まれても固液分離部5によ
り効果的に汚泥が分離され、再び消化部12へ返送され
るため、嫌気性処理を良好に維持することができる。
Furthermore, even if the gas generated in the digestion section 12 becomes abnormally large and the sludge blanket in the digestion section 12 is destroyed and a large amount of sludge is contained in the mixed liquid, the sludge will be effectively separated by the solid-liquid separation section 5. The anaerobic treatment can be maintained satisfactorily since the anaerobic treatment is carried out and returned to the digestion section 12 again.

余剰汚泥は消化槽1の底部に設けられた排泥ピット16
に濃縮され、排泥管17から排泥される。
Excess sludge is removed from the sludge pit 16 provided at the bottom of the digestion tank 1.
The sludge is concentrated and drained from the sludge pipe 17.

混合液部4の上部に集まったガスはガス排出管15から
排出される。
The gas collected in the upper part of the liquid mixture part 4 is discharged from the gas discharge pipe 15.

上記の嫌気性消化槽では、消化部12で発生するガスは
整流板10により混合液部4に流入し、また混合液部4
のガスは仕切板6に遮られて上昇部7を上昇するため、
ガスが固液分離部5へ流入することはなく、スラッジブ
ランケット5aの乱れはない。このため消化部12の上
方に固液分離部5を配置した場合でも、十分固液分離を
行うことができる。整流FilOの傾斜部IQaがない
ときは、整流板IOの上部がガスの固液分離部への流入
を遮り、上記と同様の効果が得られる。
In the above-described anaerobic digestion tank, the gas generated in the digestion section 12 flows into the mixed liquid section 4 through the rectifier plate 10, and the gas generated in the digestion section 12 flows into the mixed liquid section 4.
Since the gas is blocked by the partition plate 6 and moves up the rising section 7,
Gas does not flow into the solid-liquid separation section 5, and the sludge blanket 5a is not disturbed. Therefore, even when the solid-liquid separation section 5 is disposed above the digestion section 12, solid-liquid separation can be performed sufficiently. When there is no inclined portion IQa of the rectifier FilO, the upper part of the rectifier plate IO blocks the gas from flowing into the solid-liquid separation section, and the same effect as described above can be obtained.

またガスの浮力によって混合液が上昇部7を上昇して下
降部8を下降し、その旋回力によって固液分離部5の沈
降汚泥が混合液部4に返送されるため、無動力で汚泥が
返送され、汚泥の堆積やスカムの発生はない。発生ガス
量が不足するときは、ガス排出管15からガスを混合液
部4に循環し、必要な上昇流速を得ることができる。
In addition, the mixed liquid rises in the ascending part 7 and descends in the descending part 8 due to the buoyant force of the gas, and the settled sludge in the solid-liquid separation part 5 is returned to the mixed liquid part 4 by the swirling force, so the sludge is removed without power. It is returned and there is no accumulation of sludge or generation of scum. When the amount of generated gas is insufficient, the gas is circulated from the gas discharge pipe 15 to the mixed liquid section 4 to obtain the required upward flow rate.

なお、以上の実施例では消化槽1として直方体のものを
示したが、円筒形その他の形状のものでもよく、円筒形
の場合、図面の18を中心軸として固液分離部5を中央
に設けてもよく、また1bを中心軸として、上昇部7を
中央に設けてもよい。
In the above embodiments, a rectangular parallelepiped digester 1 is shown, but it may be cylindrical or other shape. In the case of a cylindrical shape, the solid-liquid separation section 5 is provided in the center with 18 in the drawing as the central axis. Alternatively, the rising portion 7 may be provided in the center with 1b as the central axis.

消化反応部としては、内部に充填材を設置または投入し
、それらに汚泥を付着させ、固定床または流動床として
消化を行うこともできる。さらに固液分離部5は減圧に
維持してもよい。
As for the digestion reaction section, it is also possible to install or introduce fillers inside, attach sludge to them, and perform digestion as a fixed bed or a fluidized bed. Furthermore, the solid-liquid separation section 5 may be maintained at reduced pressure.

本発明は有機性廃液、下水汚泥、し尿その他の嫌気性消
化に適した原液の処理用の嫌気性消化槽として利用可能
である。
The present invention can be used as an anaerobic digestion tank for treating organic waste liquid, sewage sludge, human waste, and other raw solutions suitable for anaerobic digestion.

〔発明の効果〕〔Effect of the invention〕

この発明によれば、消化槽の上部に2つの仕切板を設け
て、上昇部および下降部からなる混合液部と固液分離部
に区画するとともに、固液分離部の下部から混合液部に
伸びる整流板を設けるようにしたので、発生ガスの固液
分離部への流入を防ぐとともに、発生ガスによる旋回流
を利用して固液分離部の沈降汚泥を消化反応部へ返送し
、小設置面積で効率的な嫌気性消化を行うことができ、
かつ発生ガスを効率よく集めて密閉部分を少なくできる
などの効果がある。
According to this invention, two partition plates are provided in the upper part of the digester to divide the tank into a mixed liquid part and a solid-liquid separation part consisting of an ascending part and a descending part. By installing a rectifying plate that extends, it prevents the generated gas from flowing into the solid-liquid separation section, and uses the swirling flow of the generated gas to return the settled sludge in the solid-liquid separation section to the digestion reaction section, making it possible to reduce the size of small installations. Efficient anaerobic digestion can be performed in the area,
It also has the effect of efficiently collecting generated gas and reducing the number of sealed parts.

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

図面は実施例の断面図であり、1は消化槽、2は原液流
入部、3,6は仕切板、4は混合液部、5は固液分離部
、7は上昇部、8は下降部、10は整流板、12は消化
部、13は原液管、】4は処理液管、15はガス排出管
である。 代理人 弁理士 柳 原 成
The drawing is a cross-sectional view of the embodiment, in which 1 is a digestion tank, 2 is a raw liquid inflow part, 3 and 6 are partition plates, 4 is a mixed liquid part, 5 is a solid-liquid separation part, 7 is a rising part, and 8 is a descending part. , 10 is a rectifier plate, 12 is a digestion section, 13 is a stock solution pipe, ] 4 is a processing liquid pipe, and 15 is a gas discharge pipe. Agent Patent Attorney Sei Yanagihara

Claims (5)

【特許請求の範囲】[Claims] (1)底部に原液流入部を有する消化槽と、この消化槽
の液面上から液中に伸びかつ消化槽上部を固液分離部お
よび密閉形の混合液部に区画する第1の仕切板と、同液
分離部の上部に連絡する処理液管と、混合液部の上部に
連絡するガス排出管と、上端が混合液部の液面下に位置
し下部が第1の仕切板の先端と間隔を保った下向きの傾
斜部となって固液分離部の下部まで伸びかつ混合液部を
上昇部および下降部に区謔′萱る第2の仕切板と、第2
の仕切板と交差する方向に下向きに傾斜しかつ第2の仕
切板の下端と間隔を保って固液分離部の下部から混合液
部に伸びる整流板とを備えたことを特徴とする嫌気性消
化槽。
(1) A digestion tank having a raw liquid inflow section at the bottom, and a first partition plate that extends from above the liquid surface of the digestion tank into the liquid and divides the upper part of the digestion tank into a solid-liquid separation section and a closed mixed liquid section. , a processing liquid pipe connected to the upper part of the liquid separation part, a gas discharge pipe connected to the upper part of the mixed liquid part, the upper end of which is located below the liquid level of the mixed liquid part, and the lower part of which is the tip of the first partition plate. a second partition plate extending to the bottom of the solid-liquid separation section as a downwardly inclined section spaced apart from the solid-liquid separation section and dividing the mixed liquid section into an ascending section and a descending section;
An anaerobic system comprising: a rectifying plate that is inclined downward in a direction intersecting with the second partition plate and extends from the lower part of the solid-liquid separation section to the mixed liquid section while keeping a distance from the lower end of the second partition plate. Digestion tank.
(2)第2の仕切板の傾斜部および整流板の傾斜角が4
5°以上である特許請求の範囲第1項記載の嫌気性消化
槽。
(2) The inclined part of the second partition plate and the angle of inclination of the rectifying plate are 4
The anaerobic digestion tank according to claim 1, wherein the angle is 5° or more.
(3)第1および第2の仕切板間ならびに第2の仕切板
と整流板間に形成される開口部の断面積が上昇部の断面
積より大きい特許請求の範囲第1項または第2項記載の
嫌気性消化槽。
(3) Claims 1 or 2 in which the cross-sectional area of the opening formed between the first and second partition plates and between the second partition plate and the current plate is larger than the cross-sectional area of the rising part. Anaerobic digester as described.
(4)整流板は下部に逆方向に傾斜した傾斜部を有する
特許請求の範囲第1項ないし第3項のいずれかに記載の
嫌気性消化槽。
(4) The anaerobic digestion tank according to any one of claims 1 to 3, wherein the baffle plate has an inclined portion inclined in the opposite direction at the lower part.
(5)消化槽が底部に排泥手段を有する特許請求の範囲
第1項ないし第4項のいずれかに記載の嫌気性消化槽。
(5) The anaerobic digestion tank according to any one of claims 1 to 4, wherein the digestion tank has sludge removal means at the bottom.
JP59091123A 1984-05-09 1984-05-09 Anaerobic digestion vessel Granted JPS60235696A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59091123A JPS60235696A (en) 1984-05-09 1984-05-09 Anaerobic digestion vessel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59091123A JPS60235696A (en) 1984-05-09 1984-05-09 Anaerobic digestion vessel

Publications (2)

Publication Number Publication Date
JPS60235696A true JPS60235696A (en) 1985-11-22
JPH0422637B2 JPH0422637B2 (en) 1992-04-20

Family

ID=14017745

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59091123A Granted JPS60235696A (en) 1984-05-09 1984-05-09 Anaerobic digestion vessel

Country Status (1)

Country Link
JP (1) JPS60235696A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62282691A (en) * 1986-06-02 1987-12-08 Sanki Eng Co Ltd Settling and separating mechanism for anaerobic biological reaction device
JP2009522096A (en) * 2006-01-05 2009-06-11 バイオタン システムズ インターナショナル ビー.ブイ. Method and reactor for anaerobic wastewater purification
JP6048557B1 (en) * 2015-09-25 2016-12-21 栗田工業株式会社 Anaerobic treatment apparatus and anaerobic treatment method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62282691A (en) * 1986-06-02 1987-12-08 Sanki Eng Co Ltd Settling and separating mechanism for anaerobic biological reaction device
JPH0149559B2 (en) * 1986-06-02 1989-10-25 Sanki Eng Co Ltd
JP2009522096A (en) * 2006-01-05 2009-06-11 バイオタン システムズ インターナショナル ビー.ブイ. Method and reactor for anaerobic wastewater purification
US8043506B2 (en) 2006-01-05 2011-10-25 Biothane Systems International B.V. Process and reactor for anaerobic waste water purification
JP6048557B1 (en) * 2015-09-25 2016-12-21 栗田工業株式会社 Anaerobic treatment apparatus and anaerobic treatment method
WO2017051560A1 (en) * 2015-09-25 2017-03-30 栗田工業株式会社 Anaerobic treatment device and anaerobic treatment method

Also Published As

Publication number Publication date
JPH0422637B2 (en) 1992-04-20

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