JPH0128868Y2 - - Google Patents
Info
- Publication number
- JPH0128868Y2 JPH0128868Y2 JP1984000575U JP57584U JPH0128868Y2 JP H0128868 Y2 JPH0128868 Y2 JP H0128868Y2 JP 1984000575 U JP1984000575 U JP 1984000575U JP 57584 U JP57584 U JP 57584U JP H0128868 Y2 JPH0128868 Y2 JP H0128868Y2
- Authority
- JP
- Japan
- Prior art keywords
- tank
- partition wall
- baffle plate
- bubble
- wall
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 42
- 239000007787 solid Substances 0.000 claims description 31
- 238000005192 partition Methods 0.000 claims description 30
- 239000002245 particle Substances 0.000 claims description 28
- 238000000926 separation method Methods 0.000 claims description 22
- 244000005700 microbiome Species 0.000 claims description 10
- 238000000034 method Methods 0.000 description 9
- 239000003344 environmental pollutant Substances 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 231100000719 pollutant Toxicity 0.000 description 3
- 238000003756 stirring Methods 0.000 description 3
- 239000002351 wastewater Substances 0.000 description 3
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 229910021536 Zeolite Inorganic materials 0.000 description 1
- 229910021529 ammonia Inorganic materials 0.000 description 1
- RHZUVFJBSILHOK-UHFFFAOYSA-N anthracen-1-ylmethanolate Chemical compound C1=CC=C2C=C3C(C[O-])=CC=CC3=CC2=C1 RHZUVFJBSILHOK-UHFFFAOYSA-N 0.000 description 1
- 239000003830 anthracite Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 230000003197 catalytic effect Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000009287 sand filtration Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 239000010457 zeolite Substances 0.000 description 1
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Biological Treatment Of Waste Water (AREA)
Description
【考案の詳細な説明】
本考案は、槽内に微生物付着用担体としての固
体粒子を懸濁させ、槽内に配備したエアリフト管
を使用して気体撹拌を行いながら前記固体粒子を
槽内で循環流動させる汚水の生物処理装置に関す
るものである。[Detailed description of the invention] The present invention involves suspending solid particles as carriers for microbial attachment in a tank, and stirring the solid particles in the tank while stirring the gas using an air lift tube installed in the tank. This invention relates to a biological treatment device for wastewater that circulates and flows.
最近活性汚泥法におけるバルキング現象や維持
管理の複雑さを解消したものとして、チユーブ接
触酸化法、回転円板法、粒状固体流動床法などを
採用した各種の生物膜式汚水処理装置が実用化さ
れている。これらのうち、槽内に懸濁させた固体
粒子の表面に微生物を付着させ、槽内に配備した
エアリフト管を介して気体撹拌を行いながら槽内
の固体粒子を循環流動させて汚水と接触させるこ
とにより汚水中の汚濁物質を除去する粒状固体流
動床法は、他の生物膜法に比べて微生物の付着に
供する固体粒子の表面積が飛躍的に大きくとれる
ために槽内に多量の微生物を保持できる点、固体
粒子が槽内を循環流動しているので目詰まりや部
分的な嫌気化などのトラブルが起こらない点な
ど、多くの利点を有しているため注目を集めてい
る。 Recently, various biofilm-type sewage treatment systems have been put into practical use that have solved the bulking phenomenon and complexity of maintenance and management that occur in the activated sludge method, using tube catalytic oxidation method, rotating disk method, granular solid fluidized bed method, etc. ing. Among these, microorganisms are attached to the surface of solid particles suspended in the tank, and the solid particles in the tank are circulated and brought into contact with wastewater while stirring the gas through an air lift pipe installed in the tank. Compared to other biofilm methods, the granular solid fluidized bed method, which removes pollutants from wastewater, has a much larger surface area for solid particles to which microorganisms can attach, making it possible to retain a large amount of microorganisms in the tank. It is attracting attention because it has many advantages, including the fact that solid particles circulate and flow within the tank, so problems such as clogging and partial anaerobic formation do not occur.
このような粒状固体流動床法では、微生物付着
担体として砂、アンスラサイト、活性炭、ゼオラ
イト、プラスチツク球など、微生物の付着に適し
ており、かつ槽内を円滑に循環流動するに適した
比重、粒径を持つた固体粒子が用いられるが、通
常、価格、入手の難易なども考慮して砂が多く用
いられている。 In this type of granular solid fluidized bed method, the microorganism adhesion carrier is made of sand, anthracite, activated carbon, zeolite, plastic balls, etc., which are suitable for the adhesion of microorganisms, and have specific gravity and particles suitable for smooth circulation and fluidity in the tank. Solid particles with a certain diameter are used, but sand is usually used in consideration of cost and difficulty in obtaining it.
前記粒状固体流動床法を用いた流動床生物処理
装置は、第1図に示す如く、槽1内に微生物付着
担体としての固体粒子2を懸濁させてあり、槽1
内に配備したエアリフト管3は、その下部に空気
導入管4が開口されており、エアリフト管3内に
吹き込まれた空気の気泡5の上昇に伴うエアリフ
ト作用により、原水導入管6から導入された原水
とともに固体粒子2がエアリフト管3の内外を循
環流動している。 The fluidized bed biological treatment apparatus using the granular solid fluidized bed method has, as shown in FIG.
An air introduction pipe 4 is opened at the bottom of the air lift pipe 3 installed in the air lift pipe 3, and raw water is introduced from the raw water introduction pipe 6 by the air lift action accompanying the rise of air bubbles 5 blown into the air lift pipe 3. The solid particles 2 are circulating and flowing inside and outside the air lift pipe 3 together with the raw water.
また、槽1内上方の一部又は全周は、上端が水
面上にあり下端が水面下で槽壁と離隔した隔壁7
によつて区画され、エアリフト管3を含む固体粒
子2の循環部8と固体粒子2の分離部9が形成さ
れており、槽1内の懸濁液の一部は隔壁7の下端
を経て分離部9を上昇する間に、固体粒子2を分
離し、上方の流出部10から処理水流出管11を
経て取り出されるようになつている。 In addition, a part or the entire circumference of the upper part of the tank 1 includes a partition wall 7 whose upper end is above the water surface and whose lower end is below the water surface and is separated from the tank wall.
A circulating section 8 for solid particles 2 including an air lift tube 3 and a separating section 9 for solid particles 2 are formed, and a part of the suspension in the tank 1 is separated through the lower end of the partition wall 7. During the ascent through section 9, the solid particles 2 are separated and removed from an upper outlet section 10 via a treated water outlet pipe 11.
この従来の流動床装置に於ては、この流出する
処理水は後処理装置としての凝集沈殿、砂ろ過装
置などに送られ、該流出水中のSS,BOD,COD
除去等の処理を受け、最終処理水となる。 In this conventional fluidized bed equipment, the treated water that flows out is sent to a coagulation sedimentation, sand filtration equipment, etc. as a post-treatment equipment, and the SS, BOD, and COD in the outflow water are
After undergoing treatment such as removal, it becomes final treated water.
ところで、このようなエアリフト方式による従
来の流動床生物処理装置では、エアリフト管3か
ら吐出された気泡5の一部が循環部8の下降流に
よつて移送され、これが分離部8と循環部9を区
画する隔壁7の下端をくぐつて、流出水とともに
分離部9に流入するため、この気泡5に随伴して
循環部8の固体粒子2の一部が分離部9に持ち去
られ、流出水中に混入することが多く、槽内固体
粒子量の低下に伴う性能低下や、流出水の後処理
装置の閉塞などのトラブルを引起こしていた。こ
の固体粒子2の流出は、特に微生物が固体粒子2
に多く付着して肥大化し比重が軽くなるにつれ起
こり易くなり、また、装置への汚濁物質の負荷量
が高く、したがつて吹込空気量を多くする程、循
環部8の下降流速が大きくなり、同伴気泡量も増
加するため、固体粒子の流出量も増えることにな
る。従来装置では、このための改善策として、隔
壁7の下端を分離部9側に折曲げて気泡混入を防
ごうとしたり、またエアリフト管3上端の水没深
さを深くして、エアリフト管吐出液の水面上への
噴出、落下に伴う気泡5の巻き込み量を少なくす
る試みがなされてきたが十分でなく、必然的に装
置の後段に流出粒子の分離回収設備を設けざるを
得ないなど不安定で、かつ不経済な装置構成をと
らざるを得なくなつていた。 By the way, in the conventional fluidized bed biological treatment apparatus using the air lift method, a part of the bubbles 5 discharged from the air lift pipe 3 is transferred by the downward flow of the circulation section 8, and this is transferred to the separation section 8 and the circulation section 9. passes through the lower end of the partition wall 7 that partitions the water and flows into the separation section 9 together with the outflow water, so some of the solid particles 2 in the circulation section 8 are carried away by the air bubbles 5 to the separation section 9, and some of the solid particles 2 are carried away into the separation section 9 in the outflow water. This often results in problems such as a decrease in performance due to a decrease in the amount of solid particles in the tank and blockage of the after-treatment equipment for runoff water. This outflow of solid particles 2 is particularly important when microorganisms
This phenomenon becomes more likely to occur as the specific gravity becomes lighter, and the higher the load of pollutants on the device and therefore the larger the amount of air blown, the higher the downward flow velocity in the circulation section 8. Since the amount of entrained air bubbles also increases, the amount of solid particles flowing out also increases. In the conventional device, as an improvement measure for this, the lower end of the partition wall 7 is bent toward the separation part 9 side to prevent air bubbles from getting mixed in, and the upper end of the air lift tube 3 is submerged deeper to prevent the discharge liquid from the air lift tube. Attempts have been made to reduce the amount of air bubbles 5 that are ejected onto the water surface and entrained as they fall, but this has not been sufficient, and it is inevitably necessary to install separation and collection equipment for outflowing particles at the rear of the device, resulting in unstable operation. In addition, they were forced to adopt an uneconomical equipment configuration.
本考案は、これら従来装置の欠点を解消し、固
体粒子の流出のない安定した流動床生物処理装置
であつて、具体的には、分離部への気泡もれを防
止する構造を提供することを目的とするものであ
る。 The present invention eliminates the drawbacks of these conventional devices and provides a stable fluidized bed biological treatment device that does not cause outflow of solid particles, and specifically, provides a structure that prevents air bubbles from leaking into the separation section. The purpose is to
本考案は、原水導入部及び処理水流出部を有
し、微生物付着用の固体粒子を収容した槽内に、
上端が水面上で下端が槽底より離隔した隔壁にて
循環部と分離部とを区画形成し、前記循環部内に
上端が水面下にあり下端が槽底より離隔しかつ下
端付近に空気導入管が連結されたエアリフト管を
配備した流動床生物処理装置であつて、前記循環
部に上端がほぼ水面付近にあり下端が水面下にあ
る気泡分離壁を配設して前記隔壁との間に気泡分
離部を区画形成し、さらに前記分離部内に一端が
前記隔壁に接続し他端が槽壁より離隔した気泡収
集用邪魔板を配設するとともに該邪魔板の下方部
の前記隔壁に前記気泡分離部と連通する開口部を
穿設したことを特徴とするものである。 This invention has a raw water inlet and a treated water outlet, and contains solid particles for adhesion of microorganisms in a tank.
A circulation section and a separation section are defined by a partition wall whose upper end is above the water surface and whose lower end is separated from the tank bottom, and in the circulation section there is an air introduction pipe whose upper end is below the water surface and whose lower end is spaced from the tank bottom, and near the lower end. The fluidized bed biological treatment equipment is equipped with an airlift pipe connected to a gas bubble, and a bubble separation wall having an upper end near the water surface and a lower end below the water surface is disposed in the circulation section to prevent air bubbles between the air lift pipe and the partition wall. A separating section is formed into sections, and a baffle plate for collecting air bubbles is disposed in the separating section, one end of which is connected to the partition wall, and the other end of which is spaced apart from the tank wall, and the air bubble separating baffle plate is provided on the partition wall below the baffle plate. It is characterized by having an opening that communicates with the section.
本考案の実施例を図面を参照しながら説明すれ
ば、第2図示例において、原水導入管6及び処理
水流出管11を有する槽1内に微生物付着用の固
体粒子2を懸濁させた流動床生物処理槽の槽内に
は、上端が水面上にあり、下端が水面下にある隔
壁7によつて循環部8と分離部9が区画形成され
ており、循環部8には、上端が水面下にあり、下
端が槽底より離隔しその下端付近に空気導入管4
が連結されたエアリフト管3が配備されている。
また、隔壁7の内側循環部8には、上端がほぼ水
面付近にあり、下端が水面下にある気泡分離壁1
2が配設されて、隔壁7との間に気泡分離部13
が区画形成されており、かつこの気泡分離部13
内には一端が隔壁7に接続し、他端が槽壁より隔
離した気泡収集用邪魔板14が配設されていて、
かつ該邪魔板14の下方部の隔壁7には気泡分離
部13と連通する開口部15が穿つてある。気泡
収集用邪魔板14は1枚でもよいが、第2図示例
では、気泡収集用邪魔板14は複数であり、その
場合下側の邪魔板14′は両端が隔壁7および槽
壁から隔離しており、最上部の邪魔板14のみが
隔壁7に接続し、該邪魔板14の下方部の隔壁7
に、気泡分離部13と連通する開口部15を有す
る場合について示した。 An embodiment of the present invention will be described with reference to the drawings. In the second illustrated example, solid particles 2 for attaching microorganisms are suspended in a tank 1 having a raw water inlet pipe 6 and a treated water outlet pipe 11. Inside the floor biological treatment tank, a circulation section 8 and a separation section 9 are defined by a partition wall 7 whose upper end is above the water surface and whose lower end is below the water surface. Located below the water surface, the lower end is separated from the bottom of the tank, and the air inlet pipe 4 is located near the lower end.
An air lift pipe 3 connected to the air lift pipe 3 is provided.
In addition, the inner circulation part 8 of the partition wall 7 includes a bubble separation wall 1 whose upper end is almost near the water surface and whose lower end is below the water surface.
2 is disposed, and a bubble separating section 13 is disposed between the partition wall 7 and the partition wall 7.
is formed into sections, and this bubble separation section 13
A baffle plate 14 for collecting air bubbles is disposed inside the chamber, one end of which is connected to the partition wall 7, and the other end of which is isolated from the tank wall.
An opening 15 communicating with the bubble separating section 13 is formed in the partition wall 7 below the baffle plate 14. Although there may be one baffle plate 14 for air bubble collection, in the second illustrated example, there are a plurality of baffle plates 14 for air bubble collection, and in that case, both ends of the lower baffle plate 14' are separated from the partition wall 7 and the tank wall. Only the uppermost baffle plate 14 is connected to the partition wall 7, and the partition wall 7 below the baffle plate 14 is connected to the partition wall 7.
A case is shown in which an opening 15 communicating with the bubble separating section 13 is provided.
しかしてその作用を説明すれば、原水導入管6
から槽1内に流入した原水は、エアリフト管3内
に吹込まれた空気のエアリフト作用により、エア
リフト管3内と循環部8を循環流動する微生物付
着固体粒子2を含む循環液と混合され、槽内を循
環流動する間に、固体粒子2に付着した微生物の
作用により、原水中の汚濁物質(BOD,COD、
アンモニア等)が分解除去される。槽内液の一部
は隔壁7下端を潜つて分離部9に流入し、ここで
固体粒子2を分離して上部の流出部10より処理
水流出管11を経て流出する。循環部8の下降流
に同伴して運ばれ、分離部9内に流入した気泡5
は、隔壁7付近に流入した気泡5については、大
部分がそのまま上昇し、邪魔板14に捕捉されて
開口15を通つて気泡分離部13にもどされる
が、隔壁7より遠くに流入した気泡は一旦邪魔板
14′に捕捉され、邪魔板14′下面をすべり上が
つて一端より抜け、それが邪魔板14に捕捉され
て、開口部15より気泡分離部13へもどされ
る。上記の効果をもたらすために邪魔板14,1
4′は傾斜して配設されるが、該邪魔板の数は、
1枚または任意の複数枚であつて、空気量や処理
水量の少ない場合には分離部9への気泡5の混入
が少ないため1枚で良く、逆に空気量や処理水量
が多く気泡混入が多い場合には複数枚設備し、最
上部の邪魔板14のみを隔壁7と接続して、その
下方部の隔壁7に開口部15を設けることが望ま
しい。なお、複数枚を設備する場合には、気泡が
上述した様に、各邪魔板間を通る径路を構成する
ように、図示の如く一端をすぐ上の邪魔板の下に
重なり合うように配設することは勿論である。な
お、開口部15は、邪魔板14の下であれば、任
意のピツチで穿つことができる。 However, to explain its function, the raw water introduction pipe 6
The raw water that has flowed into the tank 1 is mixed with the circulating liquid containing the microorganism-adhered solid particles 2 circulating in the air lift pipe 3 and the circulation section 8 due to the air lift action of the air blown into the air lift pipe 3. During the circulating flow inside the raw water, the action of microorganisms attached to the solid particles 2 removes pollutants (BOD, COD, etc.) from the raw water.
ammonia, etc.) are decomposed and removed. A part of the liquid in the tank passes through the lower end of the partition wall 7 and flows into the separating section 9, where the solid particles 2 are separated and flows out from the upper outlet section 10 through the treated water outlet pipe 11. Air bubbles 5 that are carried along with the downward flow of the circulation section 8 and flow into the separation section 9
Most of the air bubbles 5 that have flowed into the vicinity of the partition wall 7 rise as they are, are captured by the baffle plate 14, and are returned to the bubble separation section 13 through the opening 15, but the air bubbles that have flowed in farther from the partition wall 7 are Once captured by the baffle plate 14', it slides up the lower surface of the baffle plate 14' and exits from one end, is captured by the baffle plate 14, and is returned to the bubble separating section 13 through the opening 15. In order to bring about the above effect, the baffle plate 14,1
4' is arranged at an angle, and the number of baffle plates is
One sheet or any plurality of sheets may be used, and when the amount of air or the amount of water to be processed is small, the amount of air bubbles 5 mixed into the separating section 9 is small, so one sheet is sufficient. If there are many baffles, it is desirable to install a plurality of baffle plates, connect only the uppermost baffle plate 14 to the partition wall 7, and provide an opening 15 in the partition wall 7 below it. In addition, when installing multiple baffle plates, arrange them so that one end overlaps under the baffle plate immediately above, as shown in the figure, so that the air bubbles form a path passing between each baffle plate as described above. Of course. Note that the opening 15 can be formed at any pitch below the baffle plate 14.
以上述べたように本考案によれば、エアリフト
作用により固体粒子の循環流動を行う粒状固体流
動床生物処理装置における分離部への気泡流出を
防止し、固体粒子の流出という致命的欠点を解消
し、安定かつ経済的に流動床生物処理を行うこと
ができるものである。 As described above, according to the present invention, it is possible to prevent air bubbles from flowing into the separation section in a granular solid fluidized bed biological treatment equipment that circulates and flows solid particles through an air lift effect, thereby eliminating the fatal drawback of solid particles flowing out. , it is possible to carry out fluidized bed biological treatment stably and economically.
第1図は従来装置の例を示す断面図で、第2図
は本考案の一実施例を示す断面図である。
1……槽、2……固体粒子、3……エアリフト
管、4……空気導入管、5……気泡、6……原水
導入管、7……隔壁、8……循環部、9……分離
部、10……流出部、11……処理水流出管、1
2……気泡分離壁、13……気泡分離部、14,
14′……気泡収集用邪魔板、15……開口部。
FIG. 1 is a sectional view showing an example of a conventional device, and FIG. 2 is a sectional view showing an embodiment of the present invention. DESCRIPTION OF SYMBOLS 1... Tank, 2... Solid particles, 3... Air lift pipe, 4... Air introduction pipe, 5... Bubbles, 6... Raw water introduction pipe, 7... Partition wall, 8... Circulation section, 9... Separation part, 10... Outflow part, 11... Treated water outflow pipe, 1
2...Bubble separation wall, 13...Bubble separation part, 14,
14'... Air bubble collection baffle plate, 15... Opening.
Claims (1)
付着用の固体粒子を収容した槽内に、上端が水
面上で下端が槽底より離隔した隔壁にて循環部
と分離部とを区画形成し、前記循環部内に上端
が水面下にあり下端が槽底より離隔しかつ下端
付近に空気導入管が連結されたエアリフト管を
配備した流動床生物処理装置であつて、前記循
環部に上端がほぼ水面付近にあり下端が水面下
にある気泡分離壁を配設して前記隔壁との間に
気泡分離部を区画形成し、さらに前記分離部内
に一端が前記隔壁に接続し他端が槽壁より離隔
した気泡収集用邪魔板を配設するとともに該邪
魔板の下方部の前記隔壁に前記気泡分離部と連
通する開口部を穿設したことを特徴とする流動
床生物処理装置。 2 前記気泡収集用邪魔板を上下に複数枚配設
し、最上部の邪魔板の一端を前記隔壁に接続し
その下方部の前記隔壁に前記気泡分離部と連通
する開口部を穿設したものである実用新案登録
請求の範囲第1項記載の流動床生物処理装置。[Scope of Claim for Utility Model Registration] 1. In a tank that has a raw water inlet and a treated water outlet and contains solid particles for adhesion of microorganisms, the water is circulated through a partition whose upper end is above the water surface and whose lower end is separated from the bottom of the tank. The fluidized bed biological treatment apparatus is provided with an airlift pipe having an upper end below the water surface, a lower end spaced apart from the tank bottom, and an air introduction pipe connected near the lower end, in the circulation part. A bubble separation wall having an upper end substantially near the water surface and a lower end below the water surface is disposed in the circulation part to form a bubble separation part between the partition wall, and one end of the bubble separation wall is disposed in the separation part. A bubble collecting baffle plate connected to the tank wall and having the other end spaced apart from the tank wall is provided, and an opening communicating with the bubble separating part is bored in the partition wall at the lower part of the baffle plate. Floor biological treatment equipment. 2 A plurality of the air bubble collecting baffle plates are arranged above and below, one end of the uppermost baffle plate is connected to the partition wall, and an opening communicating with the air bubble separating section is bored in the partition wall below the baffle plate. A fluidized bed biological treatment apparatus according to claim 1 of the utility model registration claim.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1984000575U JPS60112398U (en) | 1984-01-09 | 1984-01-09 | Fluidized bed biological treatment equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1984000575U JPS60112398U (en) | 1984-01-09 | 1984-01-09 | Fluidized bed biological treatment equipment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60112398U JPS60112398U (en) | 1985-07-30 |
JPH0128868Y2 true JPH0128868Y2 (en) | 1989-09-01 |
Family
ID=30472544
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1984000575U Granted JPS60112398U (en) | 1984-01-09 | 1984-01-09 | Fluidized bed biological treatment equipment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60112398U (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009050750A (en) * | 2007-08-23 | 2009-03-12 | Ihi Corp | Fluidized-bed method and facility for treating waste water aerobically |
-
1984
- 1984-01-09 JP JP1984000575U patent/JPS60112398U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS60112398U (en) | 1985-07-30 |
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