JPS5864192A - Aerating cell - Google Patents

Aerating cell

Info

Publication number
JPS5864192A
JPS5864192A JP56164865A JP16486581A JPS5864192A JP S5864192 A JPS5864192 A JP S5864192A JP 56164865 A JP56164865 A JP 56164865A JP 16486581 A JP16486581 A JP 16486581A JP S5864192 A JPS5864192 A JP S5864192A
Authority
JP
Japan
Prior art keywords
liquid
defoaming
aerating
cell
treated
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
Application number
JP56164865A
Other languages
Japanese (ja)
Inventor
Tomoyuki Shibata
知之 柴田
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
Original Assignee
Ebara Corp
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 Corp filed Critical Ebara Corp
Priority to JP56164865A priority Critical patent/JPS5864192A/en
Publication of JPS5864192A publication Critical patent/JPS5864192A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Degasification And Air Bubble Elimination (AREA)
  • Activated Sludge Processes (AREA)

Abstract

PURPOSE:To enlarge effective capacity for reserving liquid and to enhance the defoaming, effect by providing a defoaming chamber equipped with a defoaming means having a surface area smaller than the floor space of an aerating cell opened to the aerating cell above the ceiling wall of the aerating cell having closed structure. CONSTITUTION:When liquid to be treated is fed through a liquid-feed pipe 36 into an aerating cell 1, it enters into the cell until it comes in contact with the ceiling wall 4 of the aerating cell 1. The feed of the liquid is suspended by the operation of a float switch 37 so that the surface area of the horizontal part of a defoaming chamber 5 constitutes the surface area of the liquid. Aerating air is let flow through a muffler 24 and a space between the outer cylinder 19 of a defoaming means 18 and a motor 21 by the operation of an aerating means 7, entangled in the liquid fed into the main body 12 of a nozzle by a pump 9, changed into dynamic water head by a diffuser 13 and then dispersed into the liquid to be treated in the aerating cell 1 to aerate the liquid to be treated. According to this method, the effective capacity of the aerating cell is enlarged, while the defoaming means can be made small.

Description

【発明の詳細な説明】 本発明は密閉型の曝気槽Kllするものであり、#に排
泄物処理に好適な曝気槽に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention is a closed type aeration tank, and particularly relates to an aeration tank suitable for treating excrement.

従来よし排泄物処理のピット内に曝気装置を設置し、排
泄物中に空気中の酸素を吹込んで排泄物の浄化処理を行
うことが広(実施されてお抄密閉朧の曝気槽は曝気槽上
部の蓋と被処理液体液面間に空間を残して使用されてい
る。こうすると被処理液体表面面積は曝気槽の水平断面
面積と同じである。従って曝気槽上部空間のため有効に
収容される被処理液体の量は曝気槽内容積に対して満液
時もかなり少ない量となる。
Conventionally, an aeration system was installed in the pit for excrement treatment, and oxygen from the air was blown into the excrement to purify the excrement. A space is left between the upper lid and the surface of the liquid to be treated.In this way, the surface area of the liquid to be treated is the same as the horizontal cross-sectional area of the aeration tank.Therefore, the space above the aeration tank can be effectively accommodated. The amount of liquid to be treated is quite small compared to the internal volume of the aeration tank even when the tank is full.

無理して被処理液体を入れると曝気槽外にあふれること
となる。
If you force the liquid to be treated, it will overflow outside the aeration tank.

ところで、従来濃度の濃い汚水、例えば牛舎、養豚場の
排泄物、し尿のみよりなる汚水等を曝気装置により処理
する場合に送入せられた空気が浮上するllI泡となり
、汚水M上に泡の層ができ、次第に増大して汚水処理槽
が密閉型の場合は上部空間に充満し、汚水処理槽が■放
臘の場合は泡が地上にあふれ出ること比な塾、衛生上、
保守点検の点よしも好ましくない結果となることがある
By the way, conventionally, when sewage with a high concentration, such as sewage consisting only of excrement from a cowshed or pig farm, or human waste, is treated using an aeration device, the air introduced becomes llI bubbles that float to the surface, causing bubbles to form on the sewage M. A layer forms and gradually increases, filling the upper space if the sewage treatment tank is a closed type, and if the sewage treatment tank is left alone, bubbles overflow to the ground.
Even if maintenance and inspection are good, the result may be unfavorable.

泡が発生すると汚水処理槽の点検ができず、泡を取り除
くのは容易なことではない。そのため消泡装置を備える
が、液表面積が大きいために適度に液表Wik泡を残し
て消泡することも困−である。更に液表面積が大きいた
めに消泡をすると高温状態の彼処通液内部のガスが早く
上部空間に出てしまい臭気が激しいという問題もある。
Bubbles make it impossible to inspect the sewage treatment tank, and removing the bubbles is not easy. For this reason, a defoaming device is provided, but since the liquid surface area is large, it is difficult to defoam while leaving an appropriate amount of foam on the liquid surface. Furthermore, since the surface area of the liquid is large, when defoaming is performed, the gas inside the high-temperature flowing liquid quickly escapes into the upper space, resulting in a strong odor.

本発明は汚水処理の有効貯液量を増大し得ると共に消泡
の容易な曝気槽を提供することを目的とする1 本発明は曝気槽を密閉型・とじ、密閉した曝気槽の蓋上
やも上方に向って曝気槽内に開口する消泡室を設は消泡
室内に消泡手段を備えたものである。
An object of the present invention is to provide an aeration tank that can increase the effective storage volume for sewage treatment and is easy to defoamer. The defoaming chamber is also provided with a defoaming chamber that opens upward into the aeration tank, and a defoaming means is provided within the defoaming chamber.

以下、図rTi1=従って本発明の実施例について説明
する。91図は縦断面図、第一図は第1図の平面図であ
る。曝気槽lは平面図形方形の容器状をなしており、槽
底コ、槽底コの周囲上り周壁3、局IIJ上に天井壁ダ
が設けられ、天井壁l上には天井壁qの平面よりも上方
に向って曝気槽l内に開口する曝気槽の床面積よりも小
面積の消泡室jが設けられている。基は天井壁ダの開口
を開閉する蓋であって曝気装置りを槽底コに設置したゆ
保守のための出入り等に使用される。
Hereinafter, embodiments of the present invention will be described. FIG. 91 is a longitudinal sectional view, and FIG. 1 is a plan view of FIG. 1. The aeration tank L is shaped like a rectangular container in plan view, and is provided with a tank bottom A, an ascending circumferential wall 3 around the tank bottom A, and a ceiling wall D on station IIJ. A defoaming chamber j is provided which opens upward into the aeration tank l and has an area smaller than the floor area of the aeration tank. The base is a lid that opens and closes the opening in the ceiling wall, and is used for entering and exiting the aeration system installed at the bottom of the tank for maintenance.

曝気装置りはモータtを備えてモータlにより駆動され
るポンプデ全備えた水中モータポンプ10の吐出口l/
の先端に連結され九ノズルを内蔵するノズル本体/Jに
ディフユーザ/Jが一直線になるように接続され、ノズ
ル本体/J中のノズルの開口近傍の空気室で開口する空
気導入のための空気導入管/参の直管/jが接続されて
お9、直管l!は消泡iijの天井の穴を挿通してベン
ド14、短管lデにて消泡機/lの外@/9の下部に連
結され、外筒19の中に開口している。消泡機/1は消
泡1!!!上に固定されたベースJコに固定せられた密
閉した外筒/1内に導入空気の通過する間隙を外筒19
との間に設けて篭−タJ/がペースJ−に固定せられ、
モーター/のモータ軸はベースJJの孔を挿通して消泡
室I内に突出し先熾に羽根翼を備える泡切りカッター3
が固定されている。外筒/fの上端面には消泡室!内に
開口し大気と導通する消音器コダが取付けである。
The aeration system is equipped with a motor t and a pump driven by the motor l.
The diffuser/J is connected in a straight line to the nozzle body/J which is connected to the tip of the nozzle and contains nine nozzles, and the air chamber for introducing air opens in the air chamber near the opening of the nozzle in the nozzle body/J. Introductory pipe/straight pipe/j is connected 9, straight pipe l! is inserted through a hole in the ceiling of the defoamer Iij and connected to the lower part of the outside @/9 of the defoamer /l by a bend 14 and a short pipe lde, and opens into the outer cylinder 19. Defoaming machine/1 is defoaming 1! ! ! The gap through which the introduced air passes into the sealed outer cylinder/1 fixed to the base J fixed above is the outer cylinder 19.
and a cage J/ is fixed to the pace J-,
The motor shaft of the motor passes through a hole in the base JJ and protrudes into the defoaming chamber I, and a foam cutter 3 is provided with blades at the tip.
is fixed. There is a defoaming chamber on the upper end of the outer cylinder/f! A silencer Koda, which opens inward and communicates with the atmosphere, is installed.

ポンプtの吐出口/lには分岐して吐出管Jjが連結さ
れる。吐出管−jは直管J基にてボンプデより立上り、
ペンド−りにて曲げられて短管Jtにベンドコクとペン
トコtを連結してオフセットし、ベンドJ?に直管J/
を連結し、直管、7/は消音室Iの天井の穴を挿通して
消音室!外にてベンドJJに連結され、ベンド3コに短
管J3が連結され、そして短管JJには開閉弁Jダを取
付けて、次の工程の櫂への配管3j或は堆肥として散布
されるタンク車への連結のための管接手がSO付けられ
る。
A discharge pipe Jj is connected to the discharge port /l of the pump t in a branched manner. The discharge pipe-j rises from the pump at the straight pipe J base,
Bend at the pen door and connect the bend and pentcots to the short pipe Jt and offset, bend J? Straight pipe J/
Connect the straight pipes, and insert the straight pipe 7/ through the hole in the ceiling of the sound-muffling room I to create the sound-muffling room! It is connected to bend JJ outside, short pipe J3 is connected to bend 3, and an on-off valve Jda is attached to short pipe JJ, and it is piped to the paddle in the next process or is spread as compost. A pipe joint for connection to the tank car is attached to SO.

曝気槽/の天井壁部には天井壁ダとの間を密閉されて送
液管J6が貫通して槽内に開口している。Jり、Jtは
フロートスイッチであって、フロートスイッチJりは曝
気槽lの満水の信号を発し、手動又は制御装置を介して
自動で送液管J1より送られる被処理液を送るポンプを
止めるものであり、フロートスイッチatは曝気WIl
の最低水位位置に設けられ、曝気槽lの最低水位を割っ
て減少方向にて動作した場合には信号を発し、手動又は
制御装置を介して水中モータボング10を止めるか、開
閉弁J41を閉じ、送液管J4に連結されているポンプ
を駆動するものである。
A liquid sending pipe J6 passes through the ceiling wall of the aeration tank, which is sealed between the ceiling wall and the ceiling wall, and opens into the tank. J and Jt are float switches, and the float switch J issues a signal for the aeration tank l to be filled with water, and stops the pump that sends the liquid to be treated from the liquid feed pipe J1, either manually or automatically via a control device. and the float switch at is the aeration WIl
is installed at the lowest water level position of the aeration tank l, and when the lowest water level of the aeration tank l is lowered and operated in the decreasing direction, it issues a signal and either stops the submersible motor bong 10 manually or via a control device, or closes the on-off valve J41. It drives the pump connected to the liquid sending pipe J4.

以上のように構成された曝気槽/に送液管J4より彼処
m液を送り込むと曝気槽lの天井11りに嬢するまで入
9、フロートスイッチJりが動作し送液は送砂込まれな
くなるので消泡室Iの水平部分゛の面積′が減衰面積と
なる。曝気装置りが運転されると曝気のための空気は消
音器1ダをとおし、消音されて大気は吸込まれ、消泡機
/lの外筒/9と篭−タコl関をとおり、モータコlは
冷却され、空気導入管/IIをとお砂、ノズル本体/J
中にてポンプデよや送られて来々送液に鋏空気は巻込ま
れてディフユーザ/Jにて速度水頭に変えられて曝気槽
lの被処理液体中に放散され被処理液体は曝気される。
When liquid M is fed into the aeration tank configured as above through the liquid feed pipe J4, it flows until it reaches the ceiling 11 of the aeration tank L, and then the float switch J is operated and the liquid is fed until the sand is fed. Therefore, the area of the horizontal portion of the defoaming chamber I becomes the attenuation area. When the aeration equipment is operated, the air for aeration passes through the muffler 1, the sound is muffled, and the air is sucked in. It passes through the outer cylinder 9 of the defoamer 1 and the cage-tacho 1 connection, and is then turned on to the motor 1. is cooled, and sand is passed through the air introduction pipe/II, and the nozzle body/J
Inside, the air is sent to the pump, and the scissors air is drawn into the liquid and converted into a velocity head by the diffuser/J, which is then dispersed into the liquid to be treated in the aeration tank L, and the liquid to be treated is aerated. .

その際被処理液体が濃度の濃い、牛、豚の排泄物、し置
部であると被処理液体中を上昇する空気は被処理液体上
面において泡が消滅せず、被処理液体上に増大する泡層
となる。これらの泡は天井壁部まで被処理液があるから
消泡室!の液閑上に出る。
At this time, if the liquid to be treated is highly concentrated cow or pig excrement, or a storage area, the air rising in the liquid will not disappear into bubbles on the top surface of the liquid to be treated, but will increase on top of the liquid to be treated. It becomes a foam layer. These bubbles are treated in a defoaming chamber because the liquid to be treated reaches the ceiling wall! The liquid comes out on top.

そこで消泡機/Iのモータ11の駆動によゆ泡切りカッ
タJ、7が回転すると消泡′Nj内の泡は泡切しカツタ
の特性により泡切りカンタJJよりも上昇しようとする
泡のみを消滅させ、液面上かでは泡を残すことkなる。
Therefore, when the foam cutters J and 7 are rotated by the drive of the motor 11 of the defoamer/I, the bubbles in the defoamer 'Nj are only those that tend to rise above the foam cutter JJ due to the characteristics of the foam cutter. This will cause the bubbles to disappear and leave bubbles on the liquid surface.

曝気槽lが腐熟処理槽であるときは腐熟が完了して堆肥
化された被処理液は開閉弁J#を開いてタンク車へ移し
て散布したり、二次貯貿槽へ移し費えたりする。
When the aeration tank l is a rotten treatment tank, the liquid to be treated that has been composted after completion of rot can be transferred to a tank car for spraying by opening the on-off valve J#, or transferred to a secondary storage tank. do.

第3図は本発明の他の実施例の縦断面図である。第一の
実施例と異る部分のみをのべる。水中モータポンプio
に連結したノズル本体lコから立上る空気導入管l#は
直管lj#?−曝気槽/内にてベンド/4、短管/り、
ぺ/ドJデが順次連結され、ベンドJ9には消泡室3の
中心に短管41/が直立するように連結され、短管l/
は漏斗状の消泡器部−に連結され、消泡器41コの漏斗
状の底の中心に開口している。消泡器ダコの上端面は消
泡室I内において泡を堆り除きたい高さとする。
FIG. 3 is a longitudinal sectional view of another embodiment of the invention. Only the parts that are different from the first embodiment will be described. submersible motor pump io
The air introduction pipe l# rising from the nozzle body lco connected to is a straight pipe lj#? - Bend in the aeration tank/4, short pipe/ri,
The pipes 41/ and 41/ are connected in sequence, and the short pipe 41/ is connected to the bend J9 so as to stand upright in the center of the defoaming chamber 3, and the short pipe 41/
is connected to the funnel-shaped defoamer section and opens at the center of the funnel-shaped bottom of the defoamer 41. The upper end surface of the defoaming device dowel is set at a height at which foam is to be removed in the defoaming chamber I.

めの空気は消泡Sダ1をとおって空気導入管lダよりノ
ズル本体lコに吸込まれる。従って消泡電I内の消泡器
ダ1上の泡は共に吸込まれることkなる。外気は吐出管
コSが消泡室jの天井の穴を挿通する部分の間隙41.
7をとおって入替る。尚消泡113の天井を大きく開放
すると新しい大気を空気導入のために吸込むことができ
る。
The remaining air passes through the defoaming valve S 1 and is sucked into the nozzle body 1 from the air introduction pipe 1. Therefore, the bubbles on the defoaming device 1 in the defoaming device I are sucked together. The outside air is supplied to the gap 41. where the discharge pipe S passes through the hole in the ceiling of the defoaming chamber j.
Replaced through 7. If the ceiling of the defoamer 113 is wide open, new air can be sucked in for air introduction.

第ダ図は本発明の更に他の実施例の縦断面図である。第
一の実施例と異る処のみのべる。曝気装置りのノズル本
体lコより立上る直管llは消泡室Iの天井を挿通して
端部に消音器コダを取付け、消音器コダを介して大気に
導通している。
Figure D is a longitudinal sectional view of still another embodiment of the present invention. Only the differences from the first embodiment will be described. A straight pipe 11 rising from the nozzle body 1 of the aeration device passes through the ceiling of the defoaming chamber I, has a muffler attached to its end, and is connected to the atmosphere through the muffler.

吐出管1jの直管3/が消音室jを挿通して出な位置で
は第一の実施例のペンドココに代工てT接手lI亭が連
結され、T接手411の分岐の一部は第一の実施例と同
じく短管JJ、開閉弁J亭、配管J!を順次連結し、T
接手亨ダの分岐の他方には流量調整可能な開閉弁aZが
連結され、開閉弁#3には短管#1、エルボダ7直管a
gが連結され、直管4Itは消泡室jの天井壁に設けた
開口を閉じ々蓋j/の穴を挿通して消泡室3内に出その
先端tζ消泡器4ttを備える。
At the position where the straight pipe 3/ of the discharge pipe 1j passes through the silencing chamber j and comes out, a T-joint lI-tei is connected in place of the pen doco of the first embodiment, and a part of the branch of the T-joint 411 is connected to the first As in the example, short pipe JJ, on-off valve J-tei, piping J! sequentially concatenate T
An on-off valve aZ that can adjust the flow rate is connected to the other branch of the joint, and on-off valve #3 is connected to a short pipe #1 and an elbow 7 straight pipe a.
g are connected, and the straight pipe 4It closes an opening provided in the ceiling wall of the defoaming chamber j, passes through a hole in the lid j/, and exits into the defoaming chamber 3 with its tip tζ equipped with a defoaming device 4tt.

第5図は第ヂ図の消泡器の拡大図で縦断面図で示される
。第を図は第5図の平面図である。
FIG. 5 is an enlarged view of the defoamer of FIG. 3, shown in longitudinal section. Figure 5 is a plan view of Figure 5.

消泡器#デのボスjJの中心のめねじが直管at端のお
ねじにねじ込まれており、直管ダj端より間をおいて傘
形の散水板j41がボスタコを中心としてボス!−に一
端を固定された放射状のアーム3Jに固定されてボスj
Jに連結されている。
The female thread at the center of the boss jJ of defoamer #de is screwed into the male thread of the straight pipe at end, and an umbrella-shaped water sprinkling plate j41 is placed at a distance from the straight pipe daj end with the boss octopus in the center. - fixed to the radial arm 3J with one end fixed to the boss j
Connected to J.

この実施例では曝気用の空気は消音器コダを介して空気
導入管lダをとおり、直接曝気装置りに吸込まれる。消
泡器ダブへは開閉弁ダ3を開いておくと短管lI4、エ
ルボダク、直管ダSと流れる被処理液は直管ダtより散
水板!ダの中心に衝突して方向を変えて散水板SOに沿
って拡が砂、消泡室書の泡の上に散水されるから、泡が
効果的に消滅する。
In this embodiment, the aeration air passes through a silencer, an air inlet pipe, and is drawn directly into the aerator. When the on-off valve 3 is opened to the defoamer Dub, the liquid to be treated flows through the short pipe 1I4, elbow duct, and straight pipe DA S from the straight pipe DA T to the water sprinkling plate! The water collides with the center of the sand, changes direction and spreads along the water sprinkling plate SO, and is sprayed onto the sand and foam in the defoaming chamber, effectively extinguishing the foam.

本発明では曝気槽を密閉して天井壁よりも上方に小室の
消泡室を設けたから、曝気槽の有効な容量が増大する。
In the present invention, since the aeration tank is sealed and a small defoaming chamber is provided above the ceiling wall, the effective capacity of the aeration tank is increased.

小さな消泡室で消泡を行うから消泡が効果的に行われ、
消泡装置が小さくてすむ。
Defoaming is carried out effectively in a small defoaming chamber,
The defoamer needs to be small.

尚、各実施例は水中モータポンプによゆ4気装置りに送
液したが陸上ポンプによることもできる。
In each of the embodiments, a submersible motor pump was used to send liquid to the 4-air system, but a land pump may also be used.

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

第1図は本発明の実施例の縦断面図、第一図は第1図の
平面図、第3@は本発明の他の実施例の縦IIIrWI
図、第参図は本発明の更に他の実施例の縦wIr面図、
第1図は第参図の一部拡大図、第6図は第3図の平面図
である。 l・・・@気槽 コ・・・槽底 J・・・周Ii亭・・
・天井at・・・消泡室 4・・・蓋 り・・・曝気装
置itt・・・モータ す・・・ポンプ lo・・・水
中モータポンプ//・・・吐出口 /コ・・・ノズル本
体 /J・・・ディフユーザ /41・・・空気導入管
 /1・・・消泡機/9・・・外筒 2/・・・モータ
 −コ・・・ベースコ3・・・泡切りカッタ −ダ・・
・消音器 コ3・・・吐出′k Jl・・・開閉弁 J
l・・・送液管 3り。 Jg・・・フロートスイッチ ダコ・・・消ms  4
It・・・開閉弁 ダブ・・・消泡器。 特許出願人 株式会社 荏原製作所 代理人   新 井 −部 第3図 1ど 第5図    第6図
FIG. 1 is a vertical sectional view of an embodiment of the present invention, FIG. 1 is a plan view of FIG.
FIG.
FIG. 1 is a partially enlarged view of FIG. 3, and FIG. 6 is a plan view of FIG. 3. L... @ air tank K... tank bottom J... Shu Ii-tei...
・Ceiling at...Defoaming chamber 4...Lid...Aeration device itt...Motor Su...Pump lo...Submersible motor pump//...Discharge port /C...Nozzle Main body /J...Diff user /41...Air introduction pipe /1...Defoamer/9...Outer cylinder 2/...Motor -Co...Baseco 3...Bubble cutter -Da...
・Silencer ko3...Discharge'k Jl...Opening/closing valve J
l...Liquid pipe 3. Jg...Float switch Dako...Erase ms 4
It...Opening/closing valve Dub...Defoamer. Patent Applicant Ebara Corporation Agent Arai - Department Figures 3, 1, 5, and 6

Claims (1)

【特許請求の範囲】[Claims] l 密閉構造をとる曝気槽において、曝気槽天井壁より
も上方に曝気槽内に開口する曝気槽の床面積よやも小面
積の消泡装置を備えた消泡室を設けに曝気槽。
l In an aeration tank with a closed structure, an aeration tank is provided with a defoaming chamber equipped with a defoaming device that opens into the aeration tank above the aeration tank ceiling wall and has a smaller floor area than the aeration tank floor area.
JP56164865A 1981-10-15 1981-10-15 Aerating cell Pending JPS5864192A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56164865A JPS5864192A (en) 1981-10-15 1981-10-15 Aerating cell

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56164865A JPS5864192A (en) 1981-10-15 1981-10-15 Aerating cell

Publications (1)

Publication Number Publication Date
JPS5864192A true JPS5864192A (en) 1983-04-16

Family

ID=15801385

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56164865A Pending JPS5864192A (en) 1981-10-15 1981-10-15 Aerating cell

Country Status (1)

Country Link
JP (1) JPS5864192A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0731200U (en) * 1993-11-19 1995-06-13 株式会社西原環境衛生研究所 Aeration equipment for sewage treatment
EP1736443A1 (en) * 2005-06-22 2006-12-27 ATB Umwelttechnologien GmbH Wastewater treatment plant

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0731200U (en) * 1993-11-19 1995-06-13 株式会社西原環境衛生研究所 Aeration equipment for sewage treatment
EP1736443A1 (en) * 2005-06-22 2006-12-27 ATB Umwelttechnologien GmbH Wastewater treatment plant

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