JPH08173987A - Aeration apparatus suitable for tank with high depth of water - Google Patents
Aeration apparatus suitable for tank with high depth of waterInfo
- Publication number
- JPH08173987A JPH08173987A JP6336017A JP33601794A JPH08173987A JP H08173987 A JPH08173987 A JP H08173987A JP 6336017 A JP6336017 A JP 6336017A JP 33601794 A JP33601794 A JP 33601794A JP H08173987 A JPH08173987 A JP H08173987A
- Authority
- JP
- Japan
- Prior art keywords
- draft tube
- tank
- screw
- water
- flow
- 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
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
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は高水深槽における曝気撹
拌をより効果的に、かつ均一に行う曝気装置に関するも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an aerator for aeration and stirring in a deep water tank more effectively and uniformly.
【0002】[0002]
【従来の技術】下水処理において、近年大都市近郊部に
おける処理場用の用地を確保することは困難となってい
る。このため多量の下水処理を狭い用地で行うため、高
水深槽を採用している。この高水深槽において下水(汚
水)を好気性発酵等により処理するに際してスクリュー
式曝気機を用いて曝気する場合、曝気機単独では高水深
槽全体に槽内上下方向の循環水流を発生させて撹拌する
ことは困難であるため、スクリュー式曝気機の下方位置
に槽底に達するドラフトチューブを同一鉛直線位置に配
設し、スクリュー式爆気機とドラフトチューブとを組み
合わせて使用し、これによりスクリューにて発生した混
気水流をドラフトチューブにて槽底まで導き、撹拌と曝
気が槽底に達するようにしている。2. Description of the Related Art In sewage treatment, it has recently been difficult to secure a land for a treatment plant in the suburbs of a large city. For this reason, high-deep tanks are used because a large amount of sewage treatment is carried out on a small site. When sewage (sewage) is aerated using a screw type aerator when treating sewage (sewage) by aerobic fermentation in this deep water tank, the aerator alone generates a circulating water flow in the vertical direction in the entire deep water tank and stirs it. Since it is difficult to do so, the draft tube that reaches the bottom of the screw type aerator is installed in the same vertical position below the screw type aerator, and the screw type explosive machine and the draft tube are used in combination. The mixed water flow generated in 1. is guided to the bottom of the tank by a draft tube so that stirring and aeration reach the bottom of the tank.
【0003】[0003]
【発明が解決しようとする課題】しかしドラフトチュー
ブを、スクリュー式曝気機のスクリューと同一線上に配
置し、かつドラフトチューブの上端部内に曝気装機のス
クリューを挿入し、ドラフトチューブ内の汚水を撹拌し
つつ曝気しているため、ドラフトチューブ入口部での流
速を気泡の上昇速度を上回るようにする必要がある。従
ってこの様に構成したドラフトチューブ下端の開口部
(吐出口)より水槽内底部内に水流と共に吐出される気
泡は、この気泡によるエアーリフト力が大きいため、図
2に示すようにドラフトチューブ下端の出口ですぐに上
昇流となってドラフトチューブの外周にそった水域を経
て槽水面部まで上昇する。このため混気水流が水槽底部
にまで到達しないばかりか、混気水流が槽内壁面近くま
でも到達せず、槽中央部のドラフトチューブ近くのみで
循環水流が発生し、槽内全体の撹拌が行えない。これを
改善するためドラフトチューブを長くして槽底近くまで
することも考えられるが、ドラフトチューブの長さにも
限界があり、許容以上の長さにすると、このドラフトチ
ューブ内でのエアーリフト力が作用し、気泡を流下させ
るに必要な流下速度が得られにくく、不安定な運転状態
となり、槽内全体に亘る効率的な撹拌及び曝気が行えな
い。また曝気動力を大とする必要が生じる。However, the draft tube is arranged on the same line as the screw of the screw type aerator, and the screw of the aerator is inserted into the upper end of the draft tube to stir the waste water in the draft tube. However, since the air is aerated, it is necessary to make the flow velocity at the inlet of the draft tube exceed the rising velocity of bubbles. Therefore, the air bubbles discharged from the lower end of the draft tube (discharging port) thus constructed into the inner bottom portion of the water tank together with the water flow have a large air lift force. Therefore, as shown in FIG. Immediately ascends at the outlet and rises to the water surface of the tank through the water area along the outer circumference of the draft tube. Therefore, not only does the mixed-air flow reach the bottom of the tank, but the mixed-water flow does not reach near the inner wall of the tank, and a circulating water flow is generated only near the draft tube in the center of the tank, and the agitation of the entire tank I can't do it. To improve this, it is conceivable to lengthen the draft tube so that it is close to the bottom of the tank, but there is a limit to the length of the draft tube. Acts, it is difficult to obtain the flow-down velocity required to flow the bubbles, an unstable operating state occurs, and efficient stirring and aeration cannot be performed over the entire tank. Further, it is necessary to increase the aeration power.
【0004】本発明はスクリュー下方に配設するドラフ
トチューブ下端内に円錐形をした整流コーンを、外周部
に逆錐形をしたガイドを配設し、これによりスクリュー
にて発生した水流及び曝気用の気泡を確実に槽底部及び
槽内壁面部まで導き、安定かつ効率的曝気撹拌を行うこ
とを目的とする。According to the present invention, a rectifying cone having a conical shape is provided in the lower end of a draft tube disposed below the screw, and a guide having an inverted conical shape is provided at an outer peripheral portion thereof. The purpose of this method is to reliably guide the air bubbles to the bottom of the tank and the inner wall surface of the tank to perform stable and efficient aeration and stirring.
【0005】[0005]
【課題を解決するための手段】本発明は上記目的を達成
するためになしたもので、処理槽内に設けたドラフトチ
ューブと、このドラフトチューブの上方でこれと対設し
たスクリュー式曝気機と、このドラフトチューブ下端部
にスクリューの回動にて発生する混気水流を槽底部まで
導くための円錐形をした整流コーンと、ドラフトチュー
ブの外周に設けられかつドラフトチューブ下端より放出
された気泡をドラフトチューブ外周面水域より遠くへ導
くための円錐形、角錐形等を上下を逆にした逆円錐形を
有するガイドとより構成し、これにより高水深槽におい
ても、槽内壁面及び槽内底部まで曝気撹拌を確実に行う
ことを要旨とする。SUMMARY OF THE INVENTION The present invention has been made to achieve the above object, and comprises a draft tube provided in a processing tank and a screw type aerator above the draft tube and opposed thereto. , A cone-shaped rectifying cone for guiding the mixed water flow generated by the rotation of the screw to the bottom of the draft tube to the bottom of the draft tube, and the bubbles provided on the outer circumference of the draft tube and discharged from the bottom of the draft tube. Draft tube outer surface Consists of a guide with a conical shape, a pyramid shape, etc. that is inverted upside down to guide it farther from the water area, so that even in deep water tanks, up to the inner wall surface and bottom of the tank The main point is to ensure aeration and stirring.
【0006】[0006]
【作 用】スクリュー式爆気機の下方に対設したドラフ
トチューブ下端に円錐形をした整流コーンを配設し、か
つドラフトチューブの外周で、整流コーンの上方位置に
逆円錐形をしたガイドを夫々配設しているので、スクリ
ューの回動にて発生するドラフトチューブ内での下向混
気水流はそのエネルギーロスを可及的に小とすることが
できると共に、このドラフトチューブ下端より吐出され
た混気水流は整流コーンの外周面に沿って流下すると
き、この混気水流は整流コーンにてドラフトチューブ下
端の吐出口面積をリング状に小面積としているため、高
速となる。このため混気下向水流は高速でドラフトチュ
ーブより吐出されるので、槽底部まで確実にに到達し、
曝気撹拌は高水深槽の槽底まで行えるものとなる。[Operation] A cone-shaped rectifying cone is installed at the lower end of the draft tube opposite the screw-type blasting machine, and an inverted cone-shaped guide is installed above the rectifying cone on the outer periphery of the draft tube. Since each of them is arranged, the energy flow of the downward mixed water flow in the draft tube generated by the rotation of the screw can be minimized and it is discharged from the lower end of the draft tube. When the mixed air flow flows down along the outer peripheral surface of the flow rectifying cone, the mixed air flow becomes high speed because the discharge port area at the lower end of the draft tube is made into a ring-shaped small area by the flow rectifying cone. For this reason, the downward flow of the air-fuel mixture is discharged from the draft tube at high speed, so it reliably reaches the bottom of the tank,
Aeration and stirring can be performed up to the bottom of the deep water tank.
【0007】[0007]
【実施例】以下本発明の高水深槽に適した曝気装置を図
面に示す実施例にもとづいて説明する。図において1は
下水又は汚水を好気性処理を行う処理槽で、この処理槽
1は数mあるいはそれ以上の水深を有し、かつこの処理
槽1の内部に予め定めた所要の径と長さとを備えたドラ
フトチューブ2をほぼ垂直になるように配設し、ドラフ
トチューブ2の下端は槽底に向かって開口した吐出口2
bとする。このドラフトチューブ2の上端開口面2aは
通常の処理水面WLより予め定めた深さの水中に位置す
るようにして設けられる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An aeration apparatus suitable for a deep water tank of the present invention will be described below with reference to the embodiments shown in the drawings. In the figure, 1 is a treatment tank for aerobically treating sewage or sewage, and this treatment tank 1 has a water depth of several meters or more, and has a predetermined diameter and length predetermined inside the treatment tank 1. Draft tube 2 provided with is arranged so as to be substantially vertical, and the lower end of draft tube 2 is discharge port 2 opening toward the tank bottom.
b. The upper end opening surface 2a of the draft tube 2 is provided so as to be located in water having a predetermined depth from the normal treated water surface WL.
【0008】またドラフトチューブ2の下端吐出口には
円錐形をした整流コーン4を配設する。この整流コーン
4は所要の角度をもった円錐形をしており、尖頭を上に
なるようドラフトチューブ2の吐出口内に挿入するかも
しくは図示のように対峙させ、整流コーンの下部はドラ
フトチューブ径より大となるようにし、かつドラフトチ
ューブ下端外周面より外方に突出させるようにして槽底
に固定される。そしてこのドラフトチューブ下端周面と
整流コーン4との間にはその周回方向に図示のように隙
間を形成する。このようにしてドラフトチューブ出口部
における混気水流が整流コーンの周面に導かれて槽底部
までスムーズに導かれるようにする。なお、この整流コ
ーン4は円錐形の他に角錐形でもよい。At the lower end discharge port of the draft tube 2, a conical rectifying cone 4 is provided. This rectifying cone 4 has a conical shape with a required angle. The tip of the rectifying cone 4 is inserted into the discharge port of the draft tube 2 or is faced as shown, and the lower part of the rectifying cone is the draft tube. It is fixed to the bottom of the tank so as to have a diameter larger than the diameter and to project outward from the outer peripheral surface of the lower end of the draft tube. A gap is formed between the lower end peripheral surface of the draft tube and the flow rectifying cone 4 in the circumferential direction as shown in the drawing. In this way, the mixed water flow at the outlet of the draft tube is guided to the peripheral surface of the rectifying cone and smoothly guided to the bottom of the tank. The rectifying cone 4 may have a pyramidal shape instead of a conical shape.
【0009】図中3はスクリュー式曝気機で、この曝気
機3は処理槽上部に設けた架台等5に固定され、スクリ
ュー軸31を垂直に水面下へ突出させ、スクリュー軸下
端に撹拌曝気用のスクリュー32を取り付ける。このス
クリュー式の曝気機3はモータに取り付けた中空状のス
クリュー軸下端にスクリュー32を取り付けて成り、モ
ータの駆動にてスクリューを回動させて、スクリュー先
端水域の水を撹拌押進させると共にスクリュー先端水域
に負圧を発生させ、この負圧を利用して中空状のスクリ
ュー軸上端の吸気口より大気を吸引し、スクリュー下端
水域へ吐出し水と混合撹拌するようにしたものである。Reference numeral 3 in the drawing denotes a screw type aerator, which is fixed to a pedestal 5 or the like provided at the upper part of the processing tank, the screw shaft 31 is vertically projected below the water surface, and the lower end of the screw shaft is for aeration and stirring. Install the screw 32 of. This screw type aerator 3 is formed by attaching a screw 32 to the lower end of a hollow screw shaft attached to a motor. The screw is rotated by driving the motor to stir and push the water in the water region at the tip of the screw and A negative pressure is generated in the tip water area, and the negative pressure is used to suck the atmosphere from the intake port at the upper end of the hollow screw shaft, discharge it to the water area at the lower end of the screw, and mix with water.
【0010】そしてこのスクリュー32の先端面は図1
に示すように、ドラフトチューブ2の上端開口面の水平
線とほぼ一致するようにしてドラフトチューブ2、曝気
機3を相対位置関係を保持して配置する。勿論スクリュ
ーの長手軸心とドラフトチューブ軸心とを一致すなわち
ドラフトチューブの中心にスクリューを一致させるもの
である。The tip surface of the screw 32 is shown in FIG.
As shown in, the draft tube 2 and the aerator 3 are arranged in a relative positional relationship so as to substantially coincide with the horizontal line of the upper end opening surface of the draft tube 2. Of course, the longitudinal axis of the screw and the draft tube axis are aligned, that is, the screw is aligned with the center of the draft tube.
【0011】さらにドラフトチューブ2の下部外周には
逆円錐形、ロート形(逆にして傘を拡げた形状)、逆角
錐形等の形状をしたガイド5を設ける。このガイド5は
ドラフトチューブ下端の吐出口2bより吐出された混気
水流中の気泡が水流の流速に抗して浮上する際、ドラフ
トチューブの外周水域より外方の、望ましくは槽内壁面
部水域まで導いた後水面に向かって浮上するようになす
ものである。従ってこのガイド5は気泡の真直上方への
浮上を阻止し、ドラフトチューブより遠くの水域へ導く
ようにして槽内径との関係とによりその外径を定めると
共に、その傾斜角も浮上するがこのガイドに導かれて浮
上しつつドラフトチューブ外方へ移送されるようにして
定めるものである。Further, a guide 5 having an inverted conical shape, a funnel shape (an inverted umbrella shape), an inverted pyramid shape, or the like is provided on the lower outer circumference of the draft tube 2. When the bubbles in the mixed water flow discharged from the discharge port 2b at the lower end of the draft tube float up against the flow velocity of the water flow, the guide 5 is located outside the outer peripheral water region of the draft tube, preferably in the inner wall surface water region of the tank. It is designed so that it will rise toward the surface of the water after it has been guided up to. Therefore, this guide 5 prevents the air bubbles from flying straight up and guides it to the water area farther from the draft tube so that its outer diameter is determined by its relationship with the inner diameter of the tank, and its inclination angle also rises. It is determined so that it will be transported to the outside of the draft tube while being guided to the surface.
【0012】ガイド5の中央には透孔5aを形成し、こ
の透孔5a内にドラフトチューブ2か挿通し、かつその
透孔とドラフトチューブ間の隙間よりガイド上面に沈降
した固形分が槽底へ自然滑落するようにする。A through hole 5a is formed in the center of the guide 5, and the draft tube 2 is inserted into the through hole 5a, and the solid content settled on the upper surface of the guide through the gap between the through hole and the draft tube is the bottom of the tank. Let it slide down naturally.
【0013】またガイド5は図示の実施例では整流コー
ン4に突設した複数本の支柱6にてドラフトチューブと
ともに支持されているが、他の支持方法でも可能であ
る。In the illustrated embodiment, the guide 5 is supported together with the draft tube by a plurality of columns 6 projecting from the flow rectifying cone 4, but other supporting methods are also possible.
【0014】上述のように構成する装置において曝気機
3を駆動すると、スクリューの回動にてスクリュー下流
域の水は撹拌されドラフトチューブ内には下方向への水
流が発生し、ドラフトチューブ内を流下すると共に、ド
ラフトチューブ上方水域から吸水してドラフトチューブ
内へ送り込まれる。この時、スクリュー下端水域の負圧
にて大気が吸入され、微細気泡となって混入され、この
混気水流はドラフトチューブ内を流下して、ドラフトチ
ューブ下端吐出口2bより吐出されると次に円錐形をし
た整流コーン4の外周面に沿って斜下方向となりさらに
流下し、槽内底部層へ達するものとなる。When the aerator 3 is driven in the device constructed as described above, the water in the downstream region of the screw is agitated by the rotation of the screw, and a downward water flow is generated in the draft tube, and the inside of the draft tube is generated. While flowing down, it absorbs water from the water area above the draft tube and is sent into the draft tube. At this time, the atmosphere is sucked by the negative pressure in the water area at the lower end of the screw and mixed as fine air bubbles. This mixed water flow flows down the draft tube and is discharged from the lower end discharge port 2b of the draft tube. Along the outer peripheral surface of the cone-shaped flow rectifying cone 4, the flow is inclined downward and further flows down to reach the bottom layer in the tank.
【0015】しかしこの流下水流内の気泡はその粒径に
よって浮力が異なるが、微細気泡は浮力も小さく流下水
流に乗って槽底に達することができるが、この微細気泡
が流下時に互いに結合して中程度若しくは大きな粒径の
気泡になると浮力も大きくなる。この流下水流速に抗し
て浮上する比較的大きな気泡はドラフトチューブ近くの
水域で直上方向へ浮上するものとなる。この浮上してく
る気泡は逆円錐形をしたガイド5によりその浮力が阻止
され、浮上速度が遅らされると共に、さらにこの気泡は
ガイド5の傾斜に沿ってドラフトチューブ外方へ移動さ
れてガイドの外周端縁より放出されて水中を直上方向へ
浮上するものとなる。これにより気泡の水中での滞留時
間を長くすることができる。However, although the buoyancy of the bubbles in the effluent flow differs depending on the particle size, the tiny buoyancy of the bubbles is small and they can reach the bottom of the tank by riding on the effluent flow. The buoyancy also increases when the bubbles have a medium or large particle size. The relatively large bubbles that float up against the flow velocity of the flowing water flow upward in the water area near the draft tube. The buoyant force of the rising bubbles is blocked by the guide 5 having an inverted conical shape, the floating speed is slowed, and the bubbles are further moved to the outside of the draft tube along the inclination of the guide 5 to guide the bubbles. It is released from the outer peripheral edge of and floats up in the water. This makes it possible to prolong the residence time of bubbles in water.
【0016】このようにしてドラフトチューブ下端より
吐出された混気水流はこの水流に乗って槽底部へ達し、
大きな気泡が水流に抗して浮上しても、ドラフトチュー
ブ外周部に設けた逆錐形のガイド5にてドラフトチュー
ブ外周部より遠くの槽内へ導かれて槽内壁面部の水域内
を上昇し、ドラフトチューブ出口部でのエアーリフト力
を抑えることができると共に、これを連続的に行うこと
により槽内にはドラフトチューブ内を流下し、ドラフト
チューブ外周より離れた水域部で上昇流となる槽内全体
においての循環水流が生じて撹拌できる。The mixed water flow discharged from the lower end of the draft tube in this way rides on this water flow and reaches the bottom of the tank,
Even if a large bubble floats against the flow of water, it is guided into the tank farther from the outer circumference of the draft tube by the inverted cone-shaped guide 5 provided on the outer circumference of the draft tube, and rises in the water area of the inner wall surface of the tank. However, it is possible to suppress the air lift force at the draft tube outlet, and by continuously performing this, the draft tube flows down into the tank, and an upward flow occurs in the water area away from the outer circumference of the draft tube. Circulating water flow is generated in the entire tank and stirring is possible.
【0017】そしてドラフトチューブ2の上端の吸込口
2aより水を吸い込む際、スクリューの特性よりしてス
クリュー軸の長手軸心より吸い込み、スクリュー外周部
水域からの吸い込みはない。しかもこのスクリュー32
は水面WLより予め定めた水深位置に設定しているた
め、ドラフトチューブ外周部の水面または水面近傍に浮
遊する気泡はドラフトチューブ内へ吸い込まれることが
ない。このためドラフトチューブ内のスクリュー位置に
は気液密度の相違が生じないので、スクリュー推進力は
安定し、安定した運転が行われるものである。When the water is sucked from the suction port 2a at the upper end of the draft tube 2, it is sucked from the longitudinal axis of the screw shaft due to the characteristics of the screw, and is not sucked from the outer peripheral water area of the screw. Moreover, this screw 32
Is set at a predetermined water depth position from the water surface WL, so that air bubbles floating at or near the water surface at the outer peripheral portion of the draft tube are not sucked into the draft tube. For this reason, no difference in gas-liquid density occurs at the screw position in the draft tube, so that the screw propulsion force is stable and stable operation is performed.
【0018】[0018]
【発明の効果】本発明の高水深槽に適した曝気装置は、
スクリュー式爆気機と対設して処理槽内に設けたドラフ
トチューブ下端に円錐形をした整流コーンを、また外周
部には逆円錐形をしたガイドを設置しているため、スク
リューにて発生した混気水流はドラフトチューブ内を流
下し、ドラフトチューブ下端吐出部で整流コーンに導か
れて混気水流を槽底部にまで導くことができると共に、
水流にこうして浮上する気泡も逆錐形のガイドにて直上
方向への浮上が阻止され槽内壁面方向へ導かれるので気
泡の浮上時間、滞留時間を長くしているので酸素溶解効
率が向上し、スクリューの撹拌力を阻害することなく撹
拌流を助長して撹拌、曝気効率を向上できる利点があ
る。The aerator suitable for the deep water tank of the present invention is
Generated by a screw because a cone-shaped rectifying cone is installed at the lower end of the draft tube installed in the treatment tank in confrontation with the screw type explosive machine, and an inverted cone-shaped guide is installed on the outer periphery. The mixed air flow made possible flows down in the draft tube and is guided to the flow straightening cone at the discharge part at the lower end of the draft tube to guide the mixed air flow to the bottom of the tank.
Bubbles that float in this way in the water flow are also prevented from floating in the direct upward direction by the inverted cone-shaped guide and are guided toward the inner wall surface of the tank, so that the floating time and retention time of the bubbles are lengthened, improving the oxygen dissolution efficiency, There is an advantage that the stirring and aeration efficiency can be improved by promoting the stirring flow without inhibiting the stirring force of the screw.
【図1】本発明の高水深槽に適した曝気装置の一実施例
を示す断面図である。FIG. 1 is a cross-sectional view showing an embodiment of an aeration apparatus suitable for a deep water tank of the present invention.
【図2】公知例の断面図である。FIG. 2 is a cross-sectional view of a known example.
1 処理槽 2 ドラフトチューブ 2a 吸込口 2b 吐出口 3 曝気機 31 スクリュー軸 32 スクリュー 4 整流コーン 5 ガイド 1 Treatment Tank 2 Draft Tube 2a Suction Port 2b Discharge Port 3 Aerator 31 Screw Shaft 32 Screw 4 Commutation Cone 5 Guide
Claims (1)
このドラフトチューブの上方でこれと対設したスクリュ
ー式曝気機と、このドラフトチューブ下端部にスクリュ
ーの回動にて発生する混気水流を槽底部まで導くための
円錐形をした整流コーンと、ドラフトチューブの外周に
設けられかつドラフトチューブ下端より放出された気泡
をドラフトチューブ外周面水域より遠くへ導くための逆
錐形をしたガイドとより構成することを特徴とする深槽
に適した曝気装置。1. A draft tube provided in a processing tank,
Above the draft tube, a screw type aerator is installed opposite to the draft tube, a cone-shaped straightening cone for guiding the mixed water flow generated by the rotation of the screw to the bottom of the draft tube, and a draft. An aeration device suitable for a deep tank, comprising an inverted cone-shaped guide which is provided on the outer circumference of the tube and guides bubbles released from the lower end of the draft tube to a position farther from the water area on the outer circumference of the draft tube.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6336017A JPH08173987A (en) | 1994-12-22 | 1994-12-22 | Aeration apparatus suitable for tank with high depth of water |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6336017A JPH08173987A (en) | 1994-12-22 | 1994-12-22 | Aeration apparatus suitable for tank with high depth of water |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH08173987A true JPH08173987A (en) | 1996-07-09 |
Family
ID=18294840
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6336017A Pending JPH08173987A (en) | 1994-12-22 | 1994-12-22 | Aeration apparatus suitable for tank with high depth of water |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH08173987A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008284421A (en) * | 2007-05-15 | 2008-11-27 | Jfe Engineering Kk | Agitation reaction tank having rectangular shape |
JP2010119904A (en) * | 2008-11-17 | 2010-06-03 | Marsima Aqua System Corp | Pneumatic water pump apparatus |
CN103159320A (en) * | 2013-04-09 | 2013-06-19 | 淄博市技师学院 | Aeration system for sewage treatment |
CN110272117A (en) * | 2019-07-18 | 2019-09-24 | 上海明诺环境科技有限公司 | A kind of sewage treatment blast aerator |
CN110397086A (en) * | 2019-06-12 | 2019-11-01 | 苏州迪芬德物联网科技有限公司 | A kind of safety manhole cover |
-
1994
- 1994-12-22 JP JP6336017A patent/JPH08173987A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008284421A (en) * | 2007-05-15 | 2008-11-27 | Jfe Engineering Kk | Agitation reaction tank having rectangular shape |
JP2010119904A (en) * | 2008-11-17 | 2010-06-03 | Marsima Aqua System Corp | Pneumatic water pump apparatus |
CN103159320A (en) * | 2013-04-09 | 2013-06-19 | 淄博市技师学院 | Aeration system for sewage treatment |
CN110397086A (en) * | 2019-06-12 | 2019-11-01 | 苏州迪芬德物联网科技有限公司 | A kind of safety manhole cover |
CN110272117A (en) * | 2019-07-18 | 2019-09-24 | 上海明诺环境科技有限公司 | A kind of sewage treatment blast aerator |
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