JPH02184398A - Moving bed-type denitrification device - Google Patents
Moving bed-type denitrification deviceInfo
- Publication number
- JPH02184398A JPH02184398A JP1002047A JP204789A JPH02184398A JP H02184398 A JPH02184398 A JP H02184398A JP 1002047 A JP1002047 A JP 1002047A JP 204789 A JP204789 A JP 204789A JP H02184398 A JPH02184398 A JP H02184398A
- Authority
- JP
- Japan
- Prior art keywords
- carrier
- air
- carriers
- packed bed
- sludge
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 34
- 239000004745 nonwoven fabric Substances 0.000 claims abstract description 12
- 239000010802 sludge Substances 0.000 abstract description 19
- 241000894006 Bacteria Species 0.000 abstract description 9
- 239000000969 carrier Substances 0.000 abstract description 8
- 238000011001 backwashing Methods 0.000 abstract description 5
- 230000001174 ascending effect Effects 0.000 abstract 1
- 238000007599 discharging Methods 0.000 abstract 1
- 239000007788 liquid Substances 0.000 description 10
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 239000002351 wastewater Substances 0.000 description 5
- MMDJDBSEMBIJBB-UHFFFAOYSA-N [O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O.[NH6+3] Chemical compound [O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O.[NH6+3] MMDJDBSEMBIJBB-UHFFFAOYSA-N 0.000 description 3
- 238000005273 aeration Methods 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 239000005416 organic matter Substances 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 238000005406 washing Methods 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 229910001873 dinitrogen Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 238000004065 wastewater treatment Methods 0.000 description 2
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000005764 inhibitory process Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000001546 nitrifying effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000002957 persistent organic pollutant Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000009287 sand filtration Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin 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
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、下水や有機性廃水等のように有機汚澗物質と
窒素成分を含有するυ1水の処理方法の一つである硝化
液循環法を実施するのに使用される移動床型脱窒装置に
関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to nitrification solution circulation, which is one of the methods for treating υ1 water containing organic pollutants and nitrogen components, such as sewage and organic wastewater. The present invention relates to a moving bed denitrification device used to carry out the process.
[従来の技術]
排水中の有機物質及び窒素の除去を目的とする排水処理
方法としては、従来より活性汚泥法の変法である硝化液
循環法が知られている。第3図は担体を利用した従来の
硝化液循環法を実施する装置の概念図であり、図におい
て、21は不織布等のろ材22を充填した脱窒塔、23
は砂、活性炭、あるいは合成樹脂等からなる担体24を
充填した好気リアクタ、25は砂ろ過等の固液分離装置
、26は好気リアクタ23内に設けられた散気装置、2
7はブロアー 28は硝化液循環パイプ、29は循環ポ
ンプである。[Prior Art] As a wastewater treatment method for the purpose of removing organic substances and nitrogen from wastewater, a nitrified liquid circulation method, which is a modification of the activated sludge method, has been known. FIG. 3 is a conceptual diagram of an apparatus for carrying out the conventional nitrification liquid circulation method using a carrier.
2 is an aerobic reactor filled with a carrier 24 made of sand, activated carbon, synthetic resin, etc.; 25 is a solid-liquid separation device such as sand filtration; 26 is an aeration device provided in the aerobic reactor 23;
7 is a blower, 28 is a nitrified liquid circulation pipe, and 29 is a circulation pump.
しかして、原水はまず脱窒塔21に供給され、塔内に充
填保持された不織布等のる材22を通して流下させる。The raw water is first supplied to the denitrification tower 21, and is allowed to flow down through a covering material 22, such as a nonwoven fabric, filled and held in the tower.
この原水の流下過程においてろ材22に固定化された脱
窒菌の働きにより原水中の有機物を利用し、硝化循環液
28中の硝酸性窒素を還元し、窒素ガスとして除去する
。次に、流下した排水は好気リアクタ23に送られ、好
気リアクタ23内では担体24に固定化された有機物分
解菌と硝化菌が散気装置26より吹き込まれた空気の供
給を受けながらその排水中の有機物を分解し、有機性及
びアンモニア性窒素を酸化させ、硝酸性窒素を生成する
。この硝酸性窒素は循環ポンプ2つにより硝化液循環パ
イプ28を通して脱窒塔21に循環され、好気リアクタ
23の排水の一部は」1記のように硝化液循環パイプ2
8により脱窒塔21に循環されるが、残りは固液分離装
置25に送られる。好気リアクタ23からの排水中には
担体24から剥離した汚泥フロックが混入しているため
、最後に固液分離装置25によりこの88分を除去し、
処理水として取り出している。During the flow of this raw water, denitrifying bacteria immobilized on the filter medium 22 utilize organic matter in the raw water to reduce nitrate nitrogen in the nitrification circulating fluid 28 and remove it as nitrogen gas. Next, the drained water is sent to the aerobic reactor 23, where the organic matter decomposing bacteria and nitrifying bacteria immobilized on the carrier 24 are fed with air blown from the air diffuser 26. It decomposes organic matter in wastewater, oxidizes organic and ammonia nitrogen, and produces nitrate nitrogen. This nitrate nitrogen is circulated to the denitrification tower 21 through the nitrification liquid circulation pipe 28 by two circulation pumps, and a part of the waste water from the aerobic reactor 23 is transferred to the nitrification liquid circulation pipe 21 as shown in ``1''.
8 is circulated to the denitrification tower 21, and the remainder is sent to the solid-liquid separator 25. Since sludge flocs separated from the carrier 24 are mixed in the waste water from the aerobic reactor 23, these 88 flocs are finally removed by the solid-liquid separator 25.
It is extracted as treated water.
[発明が解決しようとする課題]
従来の脱窒塔21は上記のように構成されているため、
ろ材22には原水中の88分や好気リアクタ23からの
剥離汚泥及び脱窒塔2]内で増殖した汚泥が高濃度にイ
」管固定することになる。そのため、ろ材22の1」づ
まりが起きショートパスを生じるようになるため、これ
を防止するためにはるtjA22を頻繁に洗浄(逆洗)
しなければならなかった。しかも、逆洗によって付着汚
泥濃度か低下し、脱窒菌の流出が起きるため著しく効率
を低下させるという課題があった。[Problem to be solved by the invention] Since the conventional denitrification tower 21 is configured as described above,
On the filter medium 22, 88 minutes of raw water, exfoliated sludge from the aerobic reactor 23, and sludge grown in the denitrification tower 2 are fixed at a high concentration. As a result, the filter media 22 gets clogged and short passes occur, so to prevent this, the HarutjA 22 must be frequently washed (backwashed).
I had to. Moreover, backwashing lowers the concentration of adhered sludge and causes denitrifying bacteria to flow out, resulting in a significant drop in efficiency.
本発明は、かかる課題を解決するためになされたもので
、不織布ろ祠を細断して移動床式に連続逆洗可能とし、
これにより担体充填層の汚泥濃度を高濃度に保持しつつ
l」づまりによるショートパスを防止し、効率の良い移
動床型脱窒装置を提供することを目的とするものである
。The present invention was made to solve this problem, and it enables continuous backwashing in a movable bed type by cutting a nonwoven fabric filter into pieces.
The purpose of this is to maintain a high sludge concentration in the carrier packed bed while preventing short passes due to l'' clogging, and to provide an efficient moving bed type denitrification device.
[課題を解決するための手段]
上記の目的を達成するため、本発明に係る移動床型脱窒
装置は、脱窒塔内にエアリフト管を設け、このエアリフ
ト管と脱窒塔の間に不織布を細断した不織布片からなる
担体を充填保持し、エアリフト管の下方に散気装置を配
するとともに、上方に逆洗水の排出を兼ねた担体循環筒
体を設けてなるものである。[Means for Solving the Problems] In order to achieve the above object, the moving bed type denitrification apparatus according to the present invention includes an air lift pipe provided in the denitrification tower, and a nonwoven fabric between the air lift pipe and the denitrification tower. A carrier made of shredded nonwoven fabric pieces is filled and held, an air diffuser is disposed below the air lift pipe, and a carrier circulation cylinder is provided above, which also serves as a discharge of backwash water.
また、好ましくは、上記脱窒塔を密閉構造として該脱窒
塔内の空気を上記散気装置に供給することにより脱窒塔
内を嫌気状態に保つ構成とする。Preferably, the denitrification tower is of a closed structure, and the inside of the denitrification tower is kept in an anaerobic state by supplying the air inside the denitrification tower to the aeration device.
[作 用]
本発明においては、エアリフト管の下方に設けられた散
気装置より吹き込まれた空気の気泡によってエアリフト
管内に水の上昇流が発生し、この上昇流のために脱窒塔
内に充填された不織布片からなる担体は充填層下層部の
ものより次々にエアリフト管内に引き込まれ、管内を上
昇する。そして、この上昇中に担体に付着した余剰汚泥
が気泡と水流によって洗浄される。洗浄された担体は次
にエアリフト管の上方の逆洗水排出を兼ねた担体循環筒
体内に入り、逆洗水は別途担体循環筒体より引き抜かれ
処理されるとともに、洗浄を終了した担体か再び充填層
の上層部に循環する。したがって、充填層における担体
の汚泥濃度を高く維持することかできるとともに、担体
及び充填層の目づまりを防止することができる。[Function] In the present invention, an upward flow of water is generated in the air lift pipe by air bubbles blown from the air diffuser provided below the air lift pipe, and this upward flow causes water to flow inside the denitrification tower. The carriers made of the filled nonwoven fabric pieces are drawn into the air lift tube one after another starting from those in the lower layer of the packed layer, and rise within the tube. During this upward movement, excess sludge adhering to the carrier is washed away by air bubbles and water flow. The washed carrier then enters the carrier circulation cylinder which also serves as a backwash water discharge above the air lift pipe, and the backwash water is separately drawn out from the carrier circulation cylinder and processed, and the washed carrier is recycled again. It circulates to the upper part of the packed bed. Therefore, the sludge concentration of the carrier in the packed bed can be maintained high, and clogging of the carrier and the packed bed can be prevented.
[実施例コ 以下、本発明の実施例を図により説明する。[Example code] Embodiments of the present invention will be described below with reference to the drawings.
第1図は本発明の一実施例を示す概念図であり、図にお
いて、1は脱窒塔であり、塔内中央部にはエアリフト管
2が設けられている。エアリフト管2と脱窒塔1との間
には担体3が充填保持された充填層4か配されており、
この担体3は不織布を例えば1〜4 cm角程度に細断
したものからなり、上部のスクリーン5等で塔内に保持
して充填層4を構成している。但し、不織布からなる担
体の比重が水よりも大きい場合(例えば1.04以上)
は上記スクリーン5は必要としない。エアリフト管2の
下部はラッパ状に拡径されており、その下方に散気装置
6が配されている。7は散気装置6に空気(窒素ガスで
もよい)を供給するためのブロワ−である。FIG. 1 is a conceptual diagram showing an embodiment of the present invention. In the figure, 1 is a denitrification tower, and an air lift pipe 2 is provided in the center of the tower. A packed bed 4 in which carriers 3 are filled and held is arranged between the air lift pipe 2 and the denitrification tower 1.
The carrier 3 is made of a nonwoven fabric cut into pieces of, for example, 1 to 4 cm square, and is held in the tower by a screen 5 or the like on the upper part to form the packed bed 4. However, if the specific gravity of the carrier made of nonwoven fabric is higher than that of water (for example, 1.04 or more)
does not require the above-mentioned screen 5. The lower part of the air lift pipe 2 is enlarged in diameter into a trumpet shape, and an air diffuser 6 is disposed below it. 7 is a blower for supplying air (nitrogen gas may be used) to the diffuser 6.
8はエアリフト管2の上方に配された担体循環筒体であ
り、内部には担体3を洗浄した後の逆洗水が滞留するた
め、弁9付きの逆洗水排出管10を通じて逆洗水を引き
抜くようにしている。担体循環筒体8の下端周縁部はエ
アリフト管2の上部に取り付けられた円錐板]]との間
でロート状の開口12が形成され、この開口12はスク
リーン5に設けられた循環口13に連通している。した
がって、エアリフト管2内を上昇しその上端の開口14
より出た担体3は円錐板11を下降し、開口12より循
環口13を通って充填層4内に循環する。15は担体循
環筒体8の上部筒部]6の外周に連接された覆水板であ
り、原水及び第3図の好気リアクタ23からの硝化循環
液を供給する。Reference numeral 8 denotes a carrier circulation cylinder disposed above the air lift pipe 2, in which backwash water after washing the carrier 3 stays, so the backwash water is discharged through a backwash water discharge pipe 10 with a valve 9. I'm trying to pull it out. A funnel-shaped opening 12 is formed between the lower end peripheral edge of the carrier circulation cylinder 8 and the conical plate attached to the upper part of the air lift tube 2, and this opening 12 is connected to a circulation port 13 provided in the screen 5. It's communicating. Therefore, the opening 14 at the upper end of the airlift tube 2 rises inside the airlift tube 2.
The carrier 3 that has come out of the carrier 3 moves down the conical plate 11 and circulates into the packed bed 4 through the opening 12 and the circulation port 13 . Reference numeral 15 denotes a water covering plate connected to the outer periphery of the upper cylindrical portion 6 of the carrier circulation cylinder 8, and supplies raw water and the nitrification circulating liquid from the aerobic reactor 23 shown in FIG.
17は好気リアクタ23に連結される排水管である。17 is a drain pipe connected to the aerobic reactor 23.
次に、上記のように構成されたこの実施例の動作につい
て説明する。脱窒塔1に原水及び好気リアクタ23から
の硝化循環液を供給する。充填層4の担体3に固定化さ
れた脱窒菌の作用は前述したとおりである。17かし、
脱窒塔1内にはエアリフト機構か設けられているため、
散気装置6より空気を吹き込むと、気泡がエアリフト管
2内を上昇しこれによって水の」二昇流か発生する。こ
のため、不織布を細断した不織布片からなる担体3は充
填層4の下部のものより次々にエアリフト管2の中に引
き込まれ上昇する。担体3には脱窒菌の増殖によって汚
泥が高濃度に(=1着しており、この担体3がエアリフ
ト管2を上昇中に気泡と水流が作用し汚泥を剥離せしめ
る。このようにして担体3は連続的に洗浄され、洗浄さ
れた担体3とその担体より剥離した汚泥(余剰汚泥)は
エアリフト管2の上端間1コ14より担体循環筒体8内
に入る。Next, the operation of this embodiment configured as described above will be explained. Raw water and the nitrification circulating liquid from the aerobic reactor 23 are supplied to the denitrification tower 1 . The action of the denitrifying bacteria immobilized on the carrier 3 of the packed bed 4 is as described above. 17 years ago
Since an air lift mechanism is installed inside the denitrification tower 1,
When air is blown from the air diffuser 6, air bubbles rise inside the air lift tube 2, thereby causing an upward flow of water. For this reason, the carriers 3 made of pieces of nonwoven fabric cut into pieces are drawn into the air lift tube 2 one after another starting from the lower part of the packed layer 4 and ascend. A high concentration of sludge (=1) adheres to the carrier 3 due to the growth of denitrifying bacteria, and while the carrier 3 is moving up the air lift tube 2, air bubbles and water flow act to separate the sludge.In this way, the carrier 3 is continuously washed, and the washed carrier 3 and the sludge (excess sludge) separated from the carrier enter the carrier circulation cylinder 8 from the upper end 14 of the air lift pipe 2.
剥離汚泥か混入した逆洗水は弁9 (=Iき逆洗水排出
管10を通じて担体循環筒体8より引き抜かれ余剰汚泥
として別途処理されるが、洗浄後の担体3は円錐板11
を下降し、開口12より循環口13を通って充填層4の
」二層部に循環する。このように担体3を連続的に逆洗
することができるため、担体3及び充填層4の目づまり
によるショートパスがないうえに、担体3ひいては充填
層4のtり泥濃度を高濃度に維持することができる。ま
た、脱窒菌の流出量も少ない。なお、逆洗水排出及びエ
アリフトによる逆洗は間欠的に行ってもよい。また、好
気リアクタ側へ88分か流出しても処理には直接影響は
ない。The backwash water mixed with peeled sludge is drawn out from the carrier circulation cylinder 8 through the valve 9 (=I) backwash water discharge pipe 10 and is treated separately as surplus sludge, but the carrier 3 after washing is removed from the conical plate 11.
It descends and circulates from the opening 12 through the circulation port 13 to the second layer portion of the packed bed 4. Since the carrier 3 can be backwashed continuously in this way, there is no short pass due to clogging of the carrier 3 and the packed bed 4, and the sludge concentration of the carrier 3 and the packed bed 4 can be maintained at a high concentration. can do. Also, the amount of denitrifying bacteria flowing out is small. Note that backwash water discharge and air lift backwash may be performed intermittently. Furthermore, even if the water flows out to the aerobic reactor side for 88 minutes, there is no direct effect on the treatment.
第2図は脱窒塔を密閉構造とした他の実施例を示すもの
であり、脱窒塔IAは蓋体]8により密閉される。そし
て、この脱窒塔I A内の空気をブロワ−7によって散
気装置6に供給するようにし、酸素濃度か低下した空気
でエアリフトする構成としたものである。その他の構成
は第1図と同様である。かかる構成によって塔内の酸素
の供給か抑えられ脱窒塔]A内を嫌気状態に保つことが
できる。したがって、溶存酸素による脱窒反応の阻害を
防止できる。FIG. 2 shows another embodiment in which the denitrification tower has a closed structure, and the denitrification tower IA is sealed with a lid 8. The air in the denitrification tower IA is supplied to the diffuser 6 by the blower 7, and the air with a reduced oxygen concentration is used for airlift. The other configurations are the same as in FIG. 1. With this configuration, the supply of oxygen inside the tower can be suppressed and the inside of the denitrification tower A can be kept in an anaerobic state. Therefore, inhibition of the denitrification reaction by dissolved oxygen can be prevented.
[発明の効果]
以上のように本発明によれば、脱窒塔内に充填保持され
る担体に不織布を細断したものを使用し、この担体をエ
アリフト管により流動床式に連続逆洗し、洗浄後の担体
は担体循環筒体を通じて充填層上部に循環するとともに
、逆洗水は担体循環筒体より引き抜く構成としたので、
担体及び充填層の目づまりを防止することかでき、ショ
ートパス等のトラブルが生じない。そのうえに担体の汚
泥濃度を高濃度に維持することができ、脱窒菌の流出も
少ないため、高効率の脱窒装置が得られるという効果か
ある。[Effects of the Invention] As described above, according to the present invention, shredded nonwoven fabric is used as a carrier packed and held in a denitrification tower, and this carrier is continuously backwashed in a fluidized bed manner using an air lift pipe. The carrier after washing is circulated to the upper part of the packed bed through the carrier circulation cylinder, and the backwash water is drawn out from the carrier circulation cylinder.
Clogging of the carrier and the packed layer can be prevented, and troubles such as short paths do not occur. In addition, the sludge concentration in the carrier can be maintained at a high concentration, and the outflow of denitrifying bacteria is also small, so a highly efficient denitrifying device can be obtained.
第1図は本発明の一実施例を示す概念図、第2図は本発
明の他の実施例を示す概念図、第3図は従来の排水処理
装置を示す概念図である。
]・・・脱窒塔
2・・エアリフト管
3・・・担体
4・・・充填層
6・・・散気装置
8・・担体循環筒体
10・・・逆洗水排出管
代理人 弁理士 佐々木 宗 治
1旦
4K”FIG. 1 is a conceptual diagram showing one embodiment of the present invention, FIG. 2 is a conceptual diagram showing another embodiment of the present invention, and FIG. 3 is a conceptual diagram showing a conventional wastewater treatment device. ]...Denitrification tower 2...Air lift pipe 3...Carrier 4...Filled bed 6...Aeration device 8...Carrier circulation cylinder 10...Backwash water discharge management agent Patent attorney Souji Sasaki 1dan 4K”
Claims (1)
記脱窒塔とエアリフト管との間に充填保持された不織布
片からなる担体と、前記エアリフト管の下方に配された
散気装置と、前記エアリフト、管の上方に配された逆洗
水排出兼用の担体循環筒体とを具備したことを特徴とす
る移動床型脱窒装置。A denitrification tower, an airlift pipe provided in the denitrification tower, a carrier made of nonwoven fabric pieces filled and held between the denitrification tower and the airlift pipe, and a diffuser disposed below the airlift pipe. 1. A moving bed type denitrification device comprising: an air device; and a carrier circulation cylinder disposed above the air lift and pipe and serving also as backwash water discharge.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1002047A JPH02184398A (en) | 1989-01-10 | 1989-01-10 | Moving bed-type denitrification device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1002047A JPH02184398A (en) | 1989-01-10 | 1989-01-10 | Moving bed-type denitrification device |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02184398A true JPH02184398A (en) | 1990-07-18 |
Family
ID=11518417
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1002047A Pending JPH02184398A (en) | 1989-01-10 | 1989-01-10 | Moving bed-type denitrification device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02184398A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5217609A (en) * | 1992-02-18 | 1993-06-08 | Holdeman Robert K | Combination sludge collector, aerator, and return pump |
JPH06182392A (en) * | 1992-06-19 | 1994-07-05 | Saitama Pref Gov | Method and apparatus for removing nitrogen |
WO2003070873A3 (en) * | 2002-02-19 | 2004-04-08 | Hoefer Bioreact Gmbh | Cultivation method for micro-organisms and bioreactor |
CN104129843A (en) * | 2014-07-30 | 2014-11-05 | 山东豪通环保科技有限公司 | Sewage processing apparatus employing continuous biofilm method and operation technology thereof |
CN112978910A (en) * | 2021-04-30 | 2021-06-18 | 山东沃华远达环境科技股份有限公司 | MBBR integration sewage treatment device |
-
1989
- 1989-01-10 JP JP1002047A patent/JPH02184398A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5217609A (en) * | 1992-02-18 | 1993-06-08 | Holdeman Robert K | Combination sludge collector, aerator, and return pump |
JPH06182392A (en) * | 1992-06-19 | 1994-07-05 | Saitama Pref Gov | Method and apparatus for removing nitrogen |
WO2003070873A3 (en) * | 2002-02-19 | 2004-04-08 | Hoefer Bioreact Gmbh | Cultivation method for micro-organisms and bioreactor |
CN104129843A (en) * | 2014-07-30 | 2014-11-05 | 山东豪通环保科技有限公司 | Sewage processing apparatus employing continuous biofilm method and operation technology thereof |
CN112978910A (en) * | 2021-04-30 | 2021-06-18 | 山东沃华远达环境科技股份有限公司 | MBBR integration sewage treatment device |
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