JPS63182096A - Method for preventing generation of spoilage and malodor in drain tank for building - Google Patents

Method for preventing generation of spoilage and malodor in drain tank for building

Info

Publication number
JPS63182096A
JPS63182096A JP1280587A JP1280587A JPS63182096A JP S63182096 A JPS63182096 A JP S63182096A JP 1280587 A JP1280587 A JP 1280587A JP 1280587 A JP1280587 A JP 1280587A JP S63182096 A JPS63182096 A JP S63182096A
Authority
JP
Japan
Prior art keywords
tank
hollow shaft
water
spoilage
wastewater
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
JP1280587A
Other languages
Japanese (ja)
Inventor
Hajime Ito
一 伊藤
Hidemi Osagawa
長川 秀美
Koichi Mizuta
耕市 水田
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.)
Hitachi Kiden Kogyo Ltd
Original Assignee
Hitachi Kiden Kogyo 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 Hitachi Kiden Kogyo Ltd filed Critical Hitachi Kiden Kogyo Ltd
Priority to JP1280587A priority Critical patent/JPS63182096A/en
Publication of JPS63182096A publication Critical patent/JPS63182096A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To prevent the anaerobic spoilage of drain water, by a method wherein an aeration stirring apparatus is provided to a drain tank for a building and the drain water is stirred while air is supplied to the drain water to absorb and grind suspended scum. CONSTITUTION:When a motor 11 is driven, a stirring blade 12 is rotated through a hollow shaft 16 to generate a downward water stream around said blade 12. Therefore, a negative pressure part is generated at the lower end of the hollow shaft 16 and the air sucked from the suction hole 16H opened to the upper part of the hollow shaft 16 passes through the hollow part of a hollow shaft 52 to reach the opening port 16T at the lower leading end of the hollow shaft 16 and mixed with the water stream while the water stream mixed air bubbles is changed to the stream in a horizontal direction by an L-shaped or dog-legged draft tube 13 and forcibly emitted into a tank 1 in a predetermined direction. By this method, the generation of the spoilage and malodor in the tank can be prevented.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明はビル用の雑排水槽、厨房排水槽、汚水槽あるい
はポンプ井等のビル用排水槽等における排水の腐敗およ
び悪臭の発生を防止する方法に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention prevents wastewater from rotting and generating bad odors in building drainage tanks such as gray water tanks, kitchen drainage tanks, sewage tanks, and pump wells. It's about how to do it.

〔従来の技術とその問題点〕[Conventional technology and its problems]

近年建築されるビルは地下にも幾多の生活あるいは商業
空間を有するのが一般的であり、こうした生活あるいは
商業空間で排出される各種排水も多く生ずる。
Buildings constructed in recent years generally have a number of living or commercial spaces underground, and these living or commercial spaces generate a large amount of various types of wastewater.

しかしながら、この排水源が公共下水道の排水施設より
も低い場合、当然のことながら、いわゆる自然放流をす
ることが出来ず、このため、こうしたビル最地階にはビ
ル内(特に地下部分)で生じた排水を一旦自然流下によ
り集め、排水ポンプを以て公共下水道の排水施設に排出
するビル用排水槽が設けられる。
However, if this drainage source is lower than the public sewerage drainage facility, naturally it is not possible to perform so-called natural discharge. A building drainage tank is installed that collects wastewater by gravity and then discharges it to the public sewerage facility using a drainage pump.

又、地上階の排水であっても一度に公共下水道に流すと
その能力を越す場合があり、このような水量を緩衝する
ためにポンプ井等が配置される。
In addition, even drainage from the ground floor may exceed the capacity of the public sewer system if it is discharged all at once, so pump wells and the like are installed to buffer the amount of water.

このビル用排水槽やポンプ井は従来一時的な貯留の他何
らの機能を要求されていないため、単なる水槽が設備さ
れているにすぎない。にもかかわらず、排水を貯留する
ものであり、しかも流入および排出が不定期であるため
に排水槽内の排水が嫌気性腐敗し、異臭を発することが
多かった。このため、ブロアを配し、排水槽内の臭気を
排除する方法が試みられているが、流入水および排出水
量により液位変動が生ずる結果、液面のピストン効果に
よってブロアによる臭気排出機能が阻害され充分な効果
を上げることができていない。
Conventionally, building drainage tanks and pump wells have not been required to have any function other than temporary storage, so they are simply equipped with water tanks. Nevertheless, because wastewater is stored in the tank, and the inflow and discharge are irregular, the wastewater in the tank often rots anaerobically and gives off a strange odor. For this reason, attempts have been made to install a blower to eliminate the odor in the drain tank, but as a result of fluctuations in the liquid level due to the amount of inflow and discharge water, the piston effect of the liquid level inhibits the odor evacuation function of the blower. However, it has not been possible to achieve sufficient effects.

また腐敗・悪臭の発生を防止する方法として排水を槽内
に長時間溜めないようにポンプの運転回数を増やすこと
も提案実施されている。しかし槽内の排水を全て排出す
ることは難しく、槽底部に堆積した汚泥や水面上のスカ
ムはポンプでは排出できず、この汚泥やスカムが腐敗・
悪臭発生の原因となっていた。さらに夜間にはほとんど
排水が流入しないため、ポンプの運転が長時間停止し、
腐敗が一層進行していた。
In addition, as a method to prevent the occurrence of putrefaction and bad odors, it has been proposed and implemented to increase the number of times the pump is operated so that the wastewater does not remain in the tank for a long time. However, it is difficult to drain all the wastewater in the tank, and the sludge that accumulates at the bottom of the tank and scum on the water surface cannot be pumped out, and this sludge and scum rot and rot.
This was causing a bad odor. Furthermore, because almost no wastewater flows in at night, the pump stops operating for a long time.
Corruption had progressed further.

本発明は槽内の排水を撹拌・曝気・スカム破砕すること
により槽内での腐敗・悪臭の発生を防止することを目的
とする。
The object of the present invention is to prevent the occurrence of putrefaction and bad odors in the tank by stirring, aerating, and crushing the scum in the wastewater in the tank.

c問題点を解決するための手段〕 ビル用排水檀等に曝気撹拌装置を備え、槽内の排水に空
気を供給しつつ撹、拌し、かつ浮遊スカムを吸収破砕し
て、槽内での汚泥の堆積・スカムの発生及び排水の嫌気
腐敗を防止するようになす。
Measures to solve problem c] Equipped with an aeration and agitation device in a building drainage basin, etc., which agitates and agitates the wastewater in the tank while supplying air, and also absorbs and crushes floating scum. Prevent sludge accumulation, scum formation, and anaerobic decay of wastewater.

〔実施例〕〔Example〕

次に本発明を第1図に示す水中モータを用いた自吸式曝
気装置を用いた第1実施例について説明する。
Next, a first embodiment of the present invention using a self-priming aerator using a submersible motor shown in FIG. 1 will be described.

図において1はビルの最通階層に所要容積を有するよう
に設けた排水槽で、この排水槽1の槽底2の所望位置に
曝気装置3を設置する。この曝気装置3は水中モータ(
電動又は油圧モータ)4と、撹拌羽根5と、ドラフトチ
ューブ6と空気吹込管7とより成る。水中モータ4は槽
底に固定されると共にこの水中モータ4に上端6aがラ
ッパ状に拡関し、下部6bは槽底に沿うようにL字形に
屈曲したドラフトチューブ6を一体に設け、このドラフ
トチューブ内に前記モータにて駆動される撹拌羽根5を
設ける。このドラフトチューブ6にはほぼ回転中心にし
かも撹拌羽根先端の内径内に挿入するようにして空気吹
込ロアaを位置するよう空気吹込管7が設けられる。
In the figure, reference numeral 1 denotes a drainage tank provided to have a required volume in the open floor of a building, and an aeration device 3 is installed at a desired position on the bottom 2 of this drainage tank 1. This aeration device 3 is operated by an underwater motor (
It consists of an electric or hydraulic motor) 4, a stirring blade 5, a draft tube 6, and an air blowing pipe 7. The submersible motor 4 is fixed to the bottom of the tank, and the upper end 6a of the submersible motor 4 extends in a trumpet shape, and the lower part 6b is integrally provided with a draft tube 6 bent in an L-shape along the bottom of the tank. A stirring blade 5 driven by the motor is provided inside. An air blowing pipe 7 is provided in the draft tube 6 so that the air blowing lower a is located approximately at the center of rotation and inserted into the inner diameter of the tip of the stirring blade.

この空気吹込管7の上端は水位が変動しても、常に大気
中に開口するようにしてしかも所要の空気量が液中に吹
き込まれるようにした径を有するパイプである。
The upper end of the air blowing pipe 7 is a pipe having a diameter such that it is always open to the atmosphere even if the water level fluctuates, and the required amount of air is blown into the liquid.

而して上述の如く構成する装置に於いて、水中モータ4
を駆動すると撹拌羽根5が回動し、槽内の排水を撹拌す
る。これによりこの羽根先端部分の液中に負圧が発生す
る。この負圧にて空気吹込管7にて大気中より空気が液
中に吹込まれると共にドラフトチューブ内の排水の撹拌
流と共に混合され、ドラフトチューブ前方向へ押し出さ
れる。
Therefore, in the device configured as described above, the underwater motor 4
When driven, the stirring blade 5 rotates and stirs the waste water in the tank. This generates negative pressure in the liquid at the tip of the blade. With this negative pressure, air is blown into the liquid from the atmosphere through the air blowing pipe 7, mixed with the stirring flow of waste water in the draft tube, and pushed out toward the front of the draft tube.

この空気吹込管の空気吹込ロアaは撹拌羽根の内径に挿
入され、負圧を最大限に利用して排水中に多量の空気を
吹込むことになり、しかも空気吹込ロアaは撹拌羽根よ
り離れているので、撹拌羽根との衝突を防止できる。又
水流を阻害しない。
The air blowing lower a of this air blowing pipe is inserted into the inner diameter of the stirring blade, making the most of the negative pressure to blow a large amount of air into the drainage water. This prevents collision with the stirring blade. Also, it does not obstruct water flow.

又、空気吹出ロアaの両側端に設けた上向流防止浮遊し
ているスカム8は撹拌羽根の駆動にてドラフトチューブ
内へ流入される排水とともに該チューブ内へ流入され、
前記撹拌羽根によって破砕される。従って水中に配設さ
れる曝気装置にて排水槽内の撹拌と曝気とさらには浮遊
スカムの破砕も同時に行なわれるものである。
In addition, the floating scum 8 provided at both ends of the air blowing lower a to prevent upward flow is caused to flow into the draft tube together with the waste water flowing into the draft tube by the driving of the stirring blade.
It is crushed by the stirring blade. Therefore, the aeration device installed underwater simultaneously performs stirring and aeration in the drainage tank, as well as crushing floating scum.

次に第2図に示すマンホール吊下式曝気装置を用いた第
2実施例について説明する。該図において15はマンホ
ールで、このマンホール15上にモータ11を設置し、
下部に曝気装置9を垂設する。この曝気装置9はマンホ
ール下部に取りつけられるケーシング10内に中空軸1
6を貫通し、中空軸16の上端に前記モータ11を結合
し、モータ11にて駆動されるようになすとともにこの
中空軸16の下端に撹拌羽根12を設ける。この撹拌羽
根12は常に槽内の排水中に浸漬され、モータの駆動に
て中空軸を介して回動され、該撹拌羽根の周囲に下向き
の水流が発生されるようになす。
Next, a second embodiment using the manhole hanging type aeration device shown in FIG. 2 will be described. In the figure, 15 is a manhole, and the motor 11 is installed on this manhole 15.
An aeration device 9 is installed vertically at the bottom. This aeration device 9 has a hollow shaft 1 inside a casing 10 attached to the lower part of the manhole.
6 and connects the motor 11 to the upper end of the hollow shaft 16 so as to be driven by the motor 11, and a stirring blade 12 is provided at the lower end of the hollow shaft 16. This stirring blade 12 is always immersed in the drainage water in the tank and is rotated via a hollow shaft by the drive of a motor, so that a downward water flow is generated around the stirring blade.

またケーシング10の下端にはケーシング下端部径より
も大径で、かつ内部に撹拌羽根を充分嵌挿できる内径を
有するドラフトチューブ13を設けるとともにこのドラ
フトチューブ13を必要に応じてその下部を彎曲せしめ
る。
Further, at the lower end of the casing 10, a draft tube 13 is provided which has a diameter larger than the diameter of the lower end of the casing and has an inner diameter that allows a stirring blade to be sufficiently inserted therein, and the lower part of the draft tube 13 is curved as necessary. .

上述の如く構成する曝気装置119において、モータ1
1を駆動すると中空軸16を介して撹拌羽根12が回転
し、この撹拌羽根12の周囲には下向きの水流が発生す
る。この水流により、中空軸16の下端には負圧部が発
生する。このため、中空軸の上部に開口した吸気孔16
Hから吸引された気体が中空軸52内の中空内を通って
下部先端の開気口16Tに到り、水流中に混入され、気
泡が混ざった水流となって下向きに流れる。そして気泡
が混ざった水流はL字状又はくの字状のドラフトチュー
ブ13により水平方向の流れに変えられ、槽1内の所定
の方向に向って勢いよく吐き出され、檀1内に矢印で示
す流れを作ることになる。
In the aeration device 119 configured as described above, the motor 1
When the stirring blade 1 is driven, the stirring blade 12 rotates via the hollow shaft 16, and a downward water flow is generated around the stirring blade 12. This water flow generates a negative pressure section at the lower end of the hollow shaft 16. For this reason, the intake hole 16 opened at the top of the hollow shaft.
The gas sucked from H passes through the hollow inside the hollow shaft 52, reaches the opening 16T at the lower tip, is mixed into the water stream, and flows downward as a water stream mixed with air bubbles. The water stream mixed with air bubbles is then changed into a horizontal flow by an L-shaped or dogleg-shaped draft tube 13, and is forcefully discharged in a predetermined direction within the tank 1, as shown by the arrow inside the dandelion 1. It will create a flow.

本実施例第1図、第2図において、曝気装置3または9
の取付方法は、マンホールを利用して行い、いずれも、
槽内の混合撹拌を効率よく行うために第3図に示すよう
にドラフトチューブの吐出口を檜の長手方向に向けるも
のとする。さらに、槽内には排水の排出のためのポンプ
17があり、ポンプ側に向けて曝気するとポンプ運転時
に気泡によるキャビテーションを起すため、第3図に示
すとおり、ドラフトチューブ吐出口は、概略反ポンプ側
に向ける。
In this embodiment, FIGS. 1 and 2, the aeration device 3 or 9
The installation method is done using a manhole, and in both cases,
In order to efficiently mix and stir the inside of the tank, the discharge port of the draft tube is oriented in the longitudinal direction of the cypress as shown in FIG. Furthermore, there is a pump 17 in the tank for discharging wastewater, and since aeration towards the pump will cause cavitation due to air bubbles during pump operation, as shown in Figure 3, the draft tube discharge port is approximately opposite to the pump. Turn to the side.

また、運転は連続運転を行うことが望ましいが、タイマ
ーまたはレベル計と連動させて間欠運転を行う場合も所
望の効果を上げることができる。すなわち、タイマーに
よる場合は、休止時間を24時間以上にすると嫌気腐敗
を引き起こすため、休止時間は24時間未満とする。ま
た、レベル計による場合は、第4図に示すようにドラフ
トチューブ上端面以上をLWLとし、HWLはスカム吸
引の限界と考えられるドラフトチューブ上端面+500
 +m以内とするよう、排水ポンプと連動運転する。但
し、1日に1回以上ポンプによる排水の排出が行われる
場合は、HWLがドラフトチューブ上端面+1.500
mm以内の場合でも所望の効果をあげることができる。
Further, although it is desirable to perform continuous operation, the desired effect can also be achieved when intermittent operation is performed in conjunction with a timer or level meter. That is, when using a timer, the downtime should be less than 24 hours because anaerobic rot will occur if the downtime is longer than 24 hours. In addition, when using a level meter, as shown in Figure 4, the LWL is above the upper end of the draft tube, and HWL is the upper end of the draft tube + 500, which is considered to be the limit of scum suction.
Operate in conjunction with the drainage pump to keep it within +m. However, if wastewater is discharged by a pump more than once a day, HWL is the upper end of the draft tube + 1.500.
Even if the thickness is within mm, the desired effect can be achieved.

次に本発明ビル用排水槽における腐敗・悪臭発生防止方
法の試験結果について説明する。
Next, the test results of the method for preventing rot and malodor generation in a building drainage tank according to the present invention will be explained.

(A)試験内容 臭気測定 悪臭4物質(H,S、MM、DMS。(A) Exam content odor measurement Four malodorous substances (H, S, MM, DMS).

DMDS)について測定した。DMDS).

(B)試験結果 ビル用排水槽のうち、雑排水槽で測定した臭気データを
第5図に、汚水槽で測定した臭気データを第6図に示す
(B) Test results Of the building drainage tanks, the odor data measured in the gray water tank is shown in Fig. 5, and the odor data measured in the sewage tank is shown in Fig. 6.

曝気装置を用いることにより、排水槽内の臭気及び公共
ますの臭気ともに大幅に下がっており、床法によるal
liFな効果があられれている。硫化水素(H□S)を
例にとると、雑排水槽の場合床法の採用によって排水槽
内の臭気は1/[iooに、公共ますの臭気は1/40
00になった。
By using an aeration device, both the odor in the drainage tank and the odor in public spaces has been significantly reduced, and the al
It has a liF effect. Taking hydrogen sulfide (H□S) as an example, in the case of a gray water tank, by adopting the floor method, the odor inside the tank is reduced to 1/[ioo], and the odor in a public tank is reduced to 1/40.
It became 00.

〔発明の効果〕〔Effect of the invention〕

本発明ビル用排水槽等の腐敗・悪臭発生防止方法におい
ては核種に曝気撹拌の装置を設置することにより槽内に
導入される排水を撹拌するので排水中に含有される汚泥
等を槽底部に堆積させることなくポンプにより排出する
ことができる。又、曝気により嫌気性腐敗を防止し、か
つ水面上の浮遊スカムを吸引破砕して槽外へ排水ととも
にポンプアップにて排出できるので、槽内での腐敗・悪
臭発生を防止できる。
In the present invention, the method for preventing spoilage and malodor generation in building drainage tanks, etc., involves installing an aeration and agitation device in the nuclide to agitate the wastewater introduced into the tank, so that the sludge, etc. contained in the wastewater is kept at the bottom of the tank. It can be pumped out without deposits. In addition, aeration prevents anaerobic putrefaction, and floating scum on the water surface can be suctioned and crushed and pumped out of the tank along with drainage, so rot and bad odors can be prevented in the tank.

さらに槽内の清掃時、スカムや堆積した汚泥を取り出す
必要がないので、清掃回数を減らし、清掃費用を低減で
き、かつ蝿の発生を防止できる等の利点を有する。
Furthermore, since there is no need to take out scum and accumulated sludge when cleaning the inside of the tank, there are advantages such as reducing the number of times of cleaning, reducing cleaning costs, and preventing the occurrence of flies.

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

図面は本発明ビル用排水槽における腐敗・悪臭発生防止
方法を具体化するための実施例を示し、第1図は槽内設
置式を示す第1実施例の断面図、第2図はマンホール吊
下式を示す第2実施例の断面図、第3図は取付位置を示
す平面図、第4図は運転方法を示す断面図、第5図は雑
排水槽での臭気データ表、第6図は汚水槽での臭気デー
タ表である。 1は排水槽、2は槽底、3は曝気装置、4は水中モータ
、5は撹拌羽根、6はドラフトチューブ、7は空気吹込
管、8はスカム、9は曝気装置、lOはケーシング、1
1はモータ、12は攪拌羽根、13はドラフトチューブ
、14はスカム、15はマンホール、16は中空軸、1
7は排水ポンプ 第3図 第4図
The drawings show an embodiment for embodying the method for preventing rotting and malodor generation in a building drainage tank according to the present invention, and Fig. 1 is a sectional view of the first embodiment showing an installation type in a tank, and Fig. 2 is a sectional view of the first embodiment showing a method for installing in a tank. A sectional view of the second embodiment showing the following formula, Fig. 3 is a plan view showing the mounting position, Fig. 4 is a sectional view showing the operating method, Fig. 5 is an odor data table for gray water tank, and Fig. 6 is the odor data table for the sewage tank. 1 is a drainage tank, 2 is a tank bottom, 3 is an aeration device, 4 is a submersible motor, 5 is a stirring blade, 6 is a draft tube, 7 is an air blowing pipe, 8 is a scum, 9 is an aeration device, IO is a casing, 1
1 is a motor, 12 is a stirring blade, 13 is a draft tube, 14 is a scum, 15 is a manhole, 16 is a hollow shaft, 1
7 is the drainage pump Fig. 3 Fig. 4

Claims (1)

【特許請求の範囲】[Claims] ビル排水槽等に曝気撹拌装置を備え、槽内の排水に空気
を供給しつつ撹拌し、かつ浮遊スカムを吸収破砕して、
排水中の汚泥の堆積・スカムの発生及び排水の嫌気腐敗
を防止するようになしたことを特徴とするビル用排水槽
等における腐敗・悪臭発生防止方法。
Equipped with an aeration stirring device in a building drainage tank, etc., it supplies air to the wastewater in the tank while stirring it, and also absorbs and crushes floating scum.
A method for preventing decay and foul odor generation in building drainage tanks, etc., characterized by preventing sludge accumulation and scum generation in wastewater and anaerobic putrefaction of wastewater.
JP1280587A 1987-01-22 1987-01-22 Method for preventing generation of spoilage and malodor in drain tank for building Pending JPS63182096A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1280587A JPS63182096A (en) 1987-01-22 1987-01-22 Method for preventing generation of spoilage and malodor in drain tank for building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1280587A JPS63182096A (en) 1987-01-22 1987-01-22 Method for preventing generation of spoilage and malodor in drain tank for building

Publications (1)

Publication Number Publication Date
JPS63182096A true JPS63182096A (en) 1988-07-27

Family

ID=11815606

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1280587A Pending JPS63182096A (en) 1987-01-22 1987-01-22 Method for preventing generation of spoilage and malodor in drain tank for building

Country Status (1)

Country Link
JP (1) JPS63182096A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2016993A1 (en) * 2007-07-17 2009-01-21 Bayer CropScience AG Device for processing a plant protection agent and method for operating the device

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6163896A (en) * 1984-06-25 1986-04-02 ポ−ル・リ−ド・スミス String mounting apparatus for stringed instrument
JPS6193896A (en) * 1984-10-16 1986-05-12 Hitachi Kiden Kogyo Ltd Aeration apparatus

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6163896A (en) * 1984-06-25 1986-04-02 ポ−ル・リ−ド・スミス String mounting apparatus for stringed instrument
JPS6193896A (en) * 1984-10-16 1986-05-12 Hitachi Kiden Kogyo Ltd Aeration apparatus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2016993A1 (en) * 2007-07-17 2009-01-21 Bayer CropScience AG Device for processing a plant protection agent and method for operating the device

Similar Documents

Publication Publication Date Title
JP5296646B2 (en) Stirring device having an air lift pump
US7998343B2 (en) Wastewater treatment system
JPS6268590A (en) Aeration apparatus for preventing spoilage of building drain tank
JP5296565B2 (en) Stirrer
JPS63182096A (en) Method for preventing generation of spoilage and malodor in drain tank for building
JPH08173992A (en) Agitator for sludge digestion tank
JPS63182098A (en) Method for preventing generation of spoilage and malodor in drain tank for building
KR20070043598A (en) Flow Grit Removing Equipment Using Of Snail′s Nozzle
JP2003033778A (en) Agitating grease-trapping wastewater treatment device
JPS61120697A (en) Method for preventing spoilage and performing deodorizing in drain tank or storage tank for building
JP4850443B2 (en) Odorous sulfur compound removal equipment
KR940004632B1 (en) Apparatus for aeration in drain tank
JP2565833B2 (en) Sewage aeration processing equipment
CN211644856U (en) Domestic sewage treatment device
JPS63182097A (en) Aeration method for preventing spoilage in drain tank for building
JP2009000582A (en) Endless channel
JP2004000897A (en) Apparatus for generating minute bubble
KR200197730Y1 (en) Aeration apparatus having a self-sucked double impeller
JPS63294995A (en) Method for preventing emission of offensive odor from drainage tank of the like or building
JPS6268589A (en) Aeration apparatus for preventing spoilage of building drain tank
JP2000140892A (en) Device for treating excreta of livestock
JPH01218679A (en) Method for preventing generation of scum and bad odor
CN2723441Y (en) Improved digestion tank structure
JP2002018260A (en) Stirring device for liquid storage tank
JPH0642797Y2 (en) Floating aerator