JP2003024977A - Operation method for aeration stirrer - Google Patents
Operation method for aeration stirrerInfo
- Publication number
- JP2003024977A JP2003024977A JP2001215220A JP2001215220A JP2003024977A JP 2003024977 A JP2003024977 A JP 2003024977A JP 2001215220 A JP2001215220 A JP 2001215220A JP 2001215220 A JP2001215220 A JP 2001215220A JP 2003024977 A JP2003024977 A JP 2003024977A
- Authority
- JP
- Japan
- Prior art keywords
- aeration
- water
- blade
- shaft
- stirring
- 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.)
- Granted
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)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Mixers Of The Rotary Stirring Type (AREA)
Abstract
Description
【発明の詳細な説明】
【0001】
【発明の属する技術分野】本発明は、曝気攪拌機の運転
方法に関し、特に、水位が大きく低下した場合にも、酸
素溶解速度効率を低下させることなく曝気運転を可能と
し、また、反対に水位が大きく上昇した場合においても
攪拌運転を可能とする曝気攪拌機の運転方法に関するも
のである。
【0002】
【従来の技術】従来、下水処理を行う場合、矩形水槽の
表面付近に曝気装置を設け、噴水を周囲に飛散させて水
の落下により水中に空気を送り込み、エアレーションを
行っている。このような曝気装置として、例えば、電動
機により回転する鉛直の軸に、水中で回転する攪拌用羽
根と、水面より上方で回転する曝気用羽根とをそれぞれ
形成するとともに、曝気用羽根の周囲を覆う筒体を、攪
拌用羽根付近から軸と同心状に配設し、攪拌用羽根によ
り筒体内に導入した水を曝気用羽根により周囲に飛散さ
せるようにした曝気攪拌機がある。この曝気攪拌機は、
水に酸素を溶かす曝気運転(好気運転)と、水に酸素を
溶かさない攪拌運転(嫌気運転)とを、軸の回転方向を
正逆に切り替えることによって選択的に行うことができ
る。
【0003】この曝気攪拌機は、攪拌運転時には、上側
の曝気用羽根は空転するか、又は、曝気用羽根の下部が
表面水と接触しても曝気されないようにしている。ま
た、曝気運転時には、水中にある下側の攪拌用羽根を逆
回転させることにより、水面より上方に突出するように
配設された筒体内に水を充填し、上側の曝気用羽根によ
り、この筒体内に導入された水を連続的に周囲に飛散さ
せるようにしている。
【0004】
【発明が解決しようとする課題】ところが、上記従来の
曝気攪拌機では、水槽の水位が大きく低下した場合に、
上側の曝気用羽根が水面に対して相対的に大きく上昇す
ることから、下側の攪拌用羽根から筒体内に導入される
水の充填高さが不充分となり、その結果、水が曝気用羽
根まで到達せずに、曝気運転ができなくなるという問題
があった。また、上側の曝気用羽根の下端を水面深くに
接触させる程度の低い位置に設けるようにすると、水位
が大きく上昇した場合に、攪拌運転時においても上方の
曝気用羽根が表面水と接触することになり、これにより
水が曝気用羽根に不必要に攪拌され、周囲に飛散した
り、空気が混入したりするなどの悪影響がでるという問
題があった。
【0005】ところで、上記従来の曝気攪拌機では、酸
素溶解速度効率を高くするため、筒体の上端に形成され
る流出口の抵抗が小さくなるように、出口面積や形状を
定めている。しかし、このように流出口の抵抗が小さい
場合は、上記のように水位が低下して曝気用羽根が水面
から大きく離れると、筒体内の曝気用羽根付近の圧力が
低下して気泡が多量に発生するため、下側の攪拌用羽根
による水の充填にもかかわらず曝気運転が正常に起動で
きなくなる。また、これとは逆に、流出口の抵抗を大き
くすると、曝気起動は良好であるが、抵抗に逆らって水
を流すことに動力を消費するため、酸素溶解速度効率が
低下するという問題が生じる。
【0006】本発明は、上記従来の曝気攪拌機が有する
問題点に鑑み、水位が大きく低下した場合にも、酸素溶
解速度効率を低下させることなく曝気運転を可能とし、
また、反対に水位が大きく上昇した場合においても攪拌
運転を可能とする曝気攪拌機の運転方法を提供すること
を目的とする。
【0007】
【課題を解決するための手段】上記目的を達成するた
め、本発明の曝気攪拌機の運転方法は、電動機により回
転する軸に、水中で回転する攪拌用羽根と、水面より上
方で回転する曝気用羽根とをそれぞれ形成するととも
に、曝気用羽根の周囲を覆う筒体を、攪拌用羽根付近か
ら軸と同心状に配設し、攪拌用羽根により筒体内に導入
した水を曝気用羽根により周囲に飛散させるようにした
曝気攪拌機の運転方法において、曝気運転開始から少な
くとも筒体内が水で満たされるまでの時間、軸の回転速
度を通常の曝気運転時より大きくすることを特徴とす
る。
【0008】この曝気攪拌機の運転方法では、曝気運転
の起動時に軸の回転速度を通常よりも大きくし、攪拌用
羽根により筒体内に大きな流量の流れを発生させる。こ
のとき、流出口がこの流量にとって大きな抵抗となるこ
とから、筒体内の圧力低下を防止することができ、これ
により水位が低下した場合でも、気泡発生を起こすこと
なく良好な曝気運転が開始される。また、このように筒
体内が水で満たされて曝気運転が正常に開始された後
は、回転速度を通常運転まで減少させても、曝気用羽根
単独でも筒体内への水の吸い込みが連続的に行われるこ
とから、気泡を発生することなく正常な曝気運転が継続
される。一方、曝気運転の起動後に回転速度を減少させ
ることによって、水の流量を減少させるが、流出口の形
状はこの減少した流量に適するようになっているため、
流出口の抵抗を小さくして、酸素溶解速度効率を高めた
状態で曝気運転を継続することができる。この場合、必
要以上、軸の回転速度を大きくした状態で運転を続ける
と、過曝気となり水処理の悪化を生じるが、本発明で
は、起動時以外のほとんどの時間はこの出口抵抗の小さ
い状態で曝気運転するため、総合的に酸素溶解速度効率
が高いものとなる。このように、本発明の曝気攪拌機の
運転方法は、水位が大きく低下した場合においても、酸
素溶解速度効率を低下させることなく確実に曝気運転を
することができ、また、この高い曝気能力によって曝気
用羽根を必要以上に低く設置せずにすむことから、水位
が大きく上昇した場合においても攪拌運転を確実に行う
ことができる。
【0009】
【発明の実施の形態】以下、本発明の曝気攪拌機の運転
方法の実施の形態を図面に基づいて説明する。
【0010】図1に、本発明の曝気攪拌機の運転方法の
一実施例を示す。図1は、下水処理用の曝気槽に、曝気
攪拌機を設置したもので、曝気運転時の状態を図1
(A)に、攪拌運転時の状態を図1(B)にそれぞれ示
している。
【0011】曝気槽Aは、特に限定されるものではない
が、矩形形状をしており、この曝気槽A内に曝気攪拌機
1を設置する。この曝気攪拌機1の曝気槽Aに対する設
置位置は、矩形形状をした曝気槽Aの全体に亘って均一
に攪拌、曝気される位置、例えば図1に示すように、曝
気槽Aのほぼ中央位置となるよう、架台(図示省略)に
垂設するか、又はフロートFにて浮遊するように支持す
る。
【0012】曝気攪拌機1は、電動機Mにより回転する
鉛直の軸2に、水中で回転する攪拌用羽根4と、水面よ
り上方で回転する曝気用羽根3とをそれぞれ形成すると
ともに、曝気用羽根3の周囲を覆う筒体5を、攪拌用羽
根4付近から軸2と同心状に配設し、攪拌用羽根4によ
り筒体5内に導入した水を曝気用羽根3により周囲に飛
散させるようになっている。この曝気攪拌機1は、上記
曝気運転と攪拌運転とを、軸2の回転方向を正逆に切り
替えることによって選択的に行うことができる。
【0013】曝気攪拌機1の電動機Mには、図2に示す
ように、インバータINV、リレーR、タイマーT等か
らなる制御回路を接続し、電動機を正回転と逆回転、及
びその設定時間とを選択的に切り替え、曝気運転と攪拌
運転とを切替制御するようにする。これにより、例えば
軸2が反時計方向に回転する場合は、汚水の攪拌を行う
と同時に、曝気槽底部の水を筒体5内に吸い上げ、曝気
用羽根3にて空中に噴水し、曝気運転を行い、また、軸
2が逆方向に回転する場合には、攪拌用羽根4のみで、
汚水の攪拌のみの攪拌運転を行うようにする。
【0014】また、軸2の電動機Mと曝気用羽根3の間
には、円錐状の円盤6が取り付けられており、曝気用羽
根3にて攪拌された水が、この円錐状の円盤6によって
方向が変えられ放射状に放出される。この場合、酸素溶
解速度を高めるため、筒体5の上端部に形成された流出
口の抵抗が小さくなるように、出口面積や形状を定める
必要がある。流出口の抵抗が小さい場合は、曝気槽Aの
水位が低下して曝気用羽根3が水面から大きく離れる
と、筒体5内の曝気用羽根3付近の圧力が低下して気泡
が多量に発生するため、下側の攪拌用羽根4による水の
充填にもかかわらず曝気運転が正常に起動できなくな
る。また、これとは逆に、流出口の抵抗を大きくする
と、曝気起動は良好であるが、抵抗に逆らって水を流す
ことに動力を消費するため、酸素溶解速度が低下すると
いう問題が生じる。
【0015】以下、本実施例の曝気攪拌機の運転方法に
ついて説明する。電動機Mにて軸2を反時計回りに回転
させると、回転開始初期には、曝気用羽根3は空転して
いるが、水中に設けられた攪拌用羽根4が上向きの流れ
を発生させ、これにより水中から水面上方にかけて設け
られた筒体5内に水が充填される。筒体5内には、攪拌
用羽根4と同方向に傾斜した曝気用羽根3が配設され、
攪拌用羽根4と同方向の反時計回りに回転しているた
め、筒体5内に充填された水をさらに上方に流して、円
錐状の円盤6により噴流として、開口された流出口より
空中に放射状に飛散させてエアレーションが行われる。
【0016】この場合、曝気攪拌機1の曝気運転開始か
ら少なくとも筒体5内が水で満たされるまでの時間、具
体的には曝気運転開始から20〜60秒間、望ましくは
30秒間の短時間のみ、軸2の回転速度(回転数)を通
常の曝気運転時の回転速度よりも大きくする。これによ
り、水中に設けられた攪拌用羽根4は上向きに大きな流
量の流れを発生させることになるが、流出口の出口幅や
形状は、この大きな流量にとって大きな抵抗となること
から、筒体5内の圧力低下を防止することができ、これ
により水位が低下した場合でも、気泡発生を起こすこと
なく良好な曝気運転が開始される。また、このように曝
気運転が正常に開始された後、軸2の回転速度を通常運
転時の回転速度(設定回転速度)まで減少させても、筒
体5内に一旦水が充填されると、曝気用羽根3単独でも
筒体5内への水の吸い込みが連続的に行われることか
ら、曝気の連続運転が可能となり、気泡を発生すること
なく正常な曝気運転が継続される。
【0017】一方、この曝気運転が正常に開始された
後、軸2の回転速度を予め設定している通常運転の回転
速度まで減少させることにより、筒体5内への水吸い込
み流量が減少しても、流出口の形状はこの減少した通常
運転時の流量に適するようになっているため、出口抵抗
が小さく、酸素溶解速度効率は上昇する。曝気の合計時
間中、起動時以外のほとんどの時間はこの出口抵抗の小
さい状態で運転するため、総合的にも酸素溶解速度効率
が高いものとなる。この場合、必要以上に曝気時の定常
回転速度を増加させて運転を続けると、過曝気となり水
処理の悪化を生じるものとなる。
【0018】なお、軸2を上記と反対に回転させる場合
は、曝気用羽根3は空転のまま、攪拌用羽根4の回転に
より、図1(B)に示すように、曝気槽A内の汚水中に
気泡を発生させることなく、下向きの水流を発生させて
汚水の攪拌のみを行い、良好な攪拌運転を行うことがで
きる。
【0019】このように、本実施例の曝気攪拌機の運転
方法は、水位が大きく低下した場合においても、酸素溶
解速度効率を低下させることなく確実に曝気運転をする
ことができ、また、この高い曝気能力によって曝気用羽
根を必要以上に低く設置せずにすむことから、水位が大
きく上昇した場合においても攪拌運転を確実に行うこと
ができる。
【0020】図3は、曝気運転起動時の軸2の回転速度
の制御を示し、曝気運転開始時のみ高い回転速度となる
ように、例えば、インバータINVとリレーR及びタイ
マーTを用いるか、又は、極数変換モータ(図示省略)
とリレー及びタイマーを用いるようにする。
【0021】
【発明の効果】本発明の曝気攪拌機の運転方法によれ
ば、曝気運転の起動時に軸の回転速度を大きくし、攪拌
用羽根により筒体内に大きな流量の流れを発生させるこ
とから、流量に対する流出口の抵抗を大きくして、筒体
内の圧力低下を防止することができ、これにより水位が
低下した場合でも、気泡発生を起こすことなく良好な曝
気運転を開始することができる。また、曝気運転の開始
後は、回転速度を通常運転まで減少させても、曝気用羽
根単独でも筒体内への水の吸い込みが連続的に行われる
ことから、気泡を発生することなく正常な曝気運転を継
続することができる。そして、曝気運転の起動後に回転
速度を減少させることによって、水の流量を減少させ、
流出口の抵抗を小さくして、酸素溶解速度効率を高めた
状態で曝気運転を継続することができる。このように、
本発明の曝気攪拌機の運転方法は、水位が大きく低下し
た場合においても、酸素溶解速度効率を低下させること
なく確実に曝気運転をすることができ、また、この高い
曝気能力によって曝気用羽根を必要以上に低く設置せず
にすむことから、水位が大きく上昇した場合においても
攪拌運転を確実に行うことができる。Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for operating an aeration stirrer, and more particularly, to an aeration operation without lowering the oxygen dissolution rate efficiency even when the water level drops significantly. The present invention also relates to a method of operating an aeration stirrer that enables stirring operation even when the water level rises significantly. 2. Description of the Related Art Conventionally, when performing sewage treatment, an aeration device is provided near the surface of a rectangular water tank, a fountain is scattered around, and air is sent into the water by falling water to perform aeration. As such an aeration device, for example, a stirring blade rotating in water and an aeration blade rotating above the water surface are respectively formed on a vertical shaft rotated by an electric motor, and the periphery of the aeration blade is covered. There is an aeration stirrer in which a cylindrical body is disposed concentrically with a shaft from near a stirring blade, and water introduced into the cylindrical body by the stirring blade is scattered around by an aeration blade. This aeration stirrer
An aeration operation for dissolving oxygen in water (aerobic operation) and a stirring operation for dissolving oxygen in water (anaerobic operation) can be selectively performed by switching the rotation direction of the shaft between normal and reverse. [0003] In this aeration stirrer, during the stirring operation, the upper aeration blade idles or the lower portion of the aeration blade is not aerated even if it comes into contact with surface water. Also, during the aeration operation, the lower stirring blades in the water are reversely rotated to fill the cylinder disposed so as to protrude above the water surface, and the upper aeration blades provide the water. Water introduced into the cylinder is continuously scattered around. [0004] However, in the above-mentioned conventional aeration stirrer, when the water level in the water tank is greatly reduced,
Since the upper aeration blade rises relatively greatly with respect to the water surface, the filling height of the water introduced into the cylinder from the lower stirring blade is insufficient, and as a result, the water is agitated. The aeration operation cannot be performed without reaching the temperature. In addition, if the lower end of the upper aeration blade is provided at a position low enough to make contact with the water surface deep, the upper aeration blade may come into contact with surface water even during the stirring operation when the water level rises significantly. As a result, the water is unnecessarily agitated by the aeration blades, and there is a problem in that the water is scattered around, or air is mixed in, and the like. By the way, in the above-mentioned conventional aeration stirrer, in order to increase the oxygen dissolving rate efficiency, the outlet area and shape are determined so that the resistance of the outlet formed at the upper end of the cylindrical body is reduced. However, when the resistance of the outlet is small as described above, when the water level is lowered as described above and the aeration blade is far away from the water surface, the pressure in the vicinity of the aeration blade in the cylinder decreases, and a large amount of bubbles are generated. Therefore, the aeration operation cannot be started normally despite the filling of the water by the lower stirring blade. Conversely, when the resistance of the outlet is increased, the aeration start is good, but the power is consumed to flow the water against the resistance, so that there is a problem that the oxygen dissolution rate efficiency is reduced. . The present invention has been made in view of the above-mentioned problems of the conventional aeration stirrer, and enables the aeration operation without lowering the oxygen dissolving rate efficiency even when the water level is greatly reduced,
Another object of the present invention is to provide a method of operating an aeration stirrer that enables a stirring operation even when the water level rises significantly. [0007] In order to achieve the above object, an operation method of an aeration stirrer according to the present invention comprises a rotating shaft driven by an electric motor, a stirring blade rotating in water, and a rotating blade above the water surface. And a cylinder covering the periphery of the aeration blade is disposed concentrically with the shaft from near the stirring blade, and water introduced into the cylinder by the stirring blade is used for the aeration blade. In the method of operating an aeration stirrer that is scattered to the surroundings, the rotation speed of the shaft is set to be larger than at the time of the normal aeration operation during at least the time from the start of the aeration operation until the inside of the cylinder is filled with water. In this method of operating the aeration stirrer, the rotation speed of the shaft is set higher than usual when the aeration operation is started, and a large flow rate is generated in the cylinder by the stirring blade. At this time, since the outlet has a large resistance to the flow rate, it is possible to prevent the pressure in the cylinder from dropping, so that even when the water level drops, a good aeration operation without bubble generation is started. You. After the cylinder is filled with water and the aeration operation is started normally, even if the rotation speed is reduced to the normal operation, the suction of water into the cylinder is continuous even with the aeration blade alone. The normal aeration operation is continued without generating air bubbles. On the other hand, the flow rate of water is reduced by reducing the rotation speed after the start of the aeration operation, but the shape of the outlet is adapted to this reduced flow rate,
The aeration operation can be continued in a state where the resistance of the outlet is reduced and the oxygen dissolution rate efficiency is increased. In this case, if the operation is continued in a state where the rotation speed of the shaft is increased more than necessary, excessive aeration occurs and the water treatment is deteriorated. Since the aeration operation is performed, the oxygen dissolution rate efficiency becomes high overall. As described above, the operation method of the aeration stirrer of the present invention can reliably perform the aeration operation without lowering the oxygen dissolving rate efficiency even when the water level is greatly reduced, and the aeration ability is high due to the high aeration ability. Since the blades need not be installed unnecessarily low, the stirring operation can be reliably performed even when the water level rises significantly. An embodiment of the method for operating an aeration stirrer according to the present invention will be described below with reference to the drawings. FIG. 1 shows an embodiment of a method for operating an aeration stirrer according to the present invention. FIG. 1 shows a state in which an aeration stirrer is installed in an aeration tank for sewage treatment.
FIG. 1A shows a state during the stirring operation, respectively, in FIG. Although the aeration tank A is not particularly limited, it has a rectangular shape, and the aeration stirrer 1 is installed in the aeration tank A. The installation position of the aeration stirrer 1 with respect to the aeration tank A is a position where the aeration tank A having a rectangular shape is uniformly stirred and aerated, for example, as shown in FIG. In such a case, it is suspended from a stand (not shown) or floated on a float F. The aeration stirrer 1 is provided with a stirring blade 4 rotating in water and an aeration blade 3 rotating above the water surface on a vertical shaft 2 rotated by an electric motor M, respectively. Is arranged concentrically with the shaft 2 from the vicinity of the stirring blade 4 so that water introduced into the cylinder 5 by the stirring blade 4 is scattered around by the aeration blade 3. Has become. The aeration stirrer 1 can selectively perform the aeration operation and the stirring operation by switching the rotation direction of the shaft 2 between forward and reverse. As shown in FIG. 2, a control circuit including an inverter INV, a relay R, a timer T, and the like is connected to the motor M of the aeration stirrer 1 so that the motor is rotated forward and backward, and the set time is controlled. Selective switching is performed to control switching between the aeration operation and the stirring operation. Thus, for example, when the shaft 2 rotates counterclockwise, the sewage is stirred and, at the same time, the water at the bottom of the aeration tank is sucked into the cylindrical body 5 and sprayed into the air by the aeration blades 3 to perform the aeration operation. When the shaft 2 rotates in the opposite direction, only the stirring blade 4
The agitation operation of only agitation of sewage is performed. A conical disk 6 is mounted between the electric motor M of the shaft 2 and the aeration blade 3, and water stirred by the aeration blade 3 is supplied by the conical disk 6. The direction is changed and emitted radially. In this case, in order to increase the oxygen dissolution rate, it is necessary to determine the outlet area and the shape so that the resistance of the outlet formed at the upper end of the cylindrical body 5 is reduced. When the resistance of the outflow port is small, when the water level of the aeration tank A decreases and the aeration blade 3 is largely separated from the water surface, the pressure in the vicinity of the aeration blade 3 in the cylindrical body 5 decreases and a large amount of bubbles are generated. Therefore, the aeration operation cannot be started normally despite the filling of the water by the lower stirring blades 4. Conversely, when the resistance of the outlet is increased, the aeration start is good, but the power is consumed in flowing the water against the resistance, which causes a problem that the oxygen dissolution rate is reduced. Hereinafter, a method of operating the aeration stirrer of the present embodiment will be described. When the shaft M is rotated counterclockwise by the motor M, the aeration blades 3 are idle at the beginning of the rotation, but the stirring blades 4 provided in the water generate an upward flow. Thereby, water is filled in the cylindrical body 5 provided from underwater to above the water surface. Inside the cylinder 5, the aeration blades 3 that are inclined in the same direction as the stirring blades 4 are arranged.
Since it rotates counterclockwise in the same direction as the stirring blades 4, the water filled in the cylindrical body 5 flows further upward, and is jetted by the conical disk 6 from the opened outlet into the air. Aerating is performed by scattered radially. In this case, the time from the start of the aeration operation of the aeration stirrer 1 to the time when at least the inside of the cylinder 5 is filled with water, specifically, a short time of 20 to 60 seconds, preferably 30 seconds, from the start of the aeration operation, The rotation speed (the number of rotations) of the shaft 2 is set to be higher than the rotation speed during the normal aeration operation. As a result, the stirring blades 4 provided in the water generate a flow with a large flow rate upward, but the outlet width and shape of the flow outlet have a large resistance to the large flow rate, so that the cylindrical body 5 has a large resistance. It is possible to prevent the internal pressure from dropping, so that even when the water level drops, a good aeration operation can be started without generating bubbles. Also, after the aeration operation is normally started, even if the rotation speed of the shaft 2 is reduced to the rotation speed during normal operation (set rotation speed), once water is filled in the cylinder 5, In addition, since the suction of water into the cylindrical body 5 is performed continuously even with the aeration blade 3 alone, the continuous operation of the aeration becomes possible, and the normal aeration operation is continued without generating bubbles. On the other hand, after the aeration operation is started normally, the rotational speed of the shaft 2 is reduced to the preset rotational speed of the normal operation, so that the flow rate of water suction into the cylinder 5 decreases. However, since the shape of the outlet is suitable for the reduced flow rate during normal operation, the outlet resistance is small and the oxygen dissolution rate efficiency increases. During the total aeration time, most of the time other than the start-up time, the operation is performed with the outlet resistance small, so that the oxygen dissolution rate efficiency is high overall. In this case, if the steady rotation speed during aeration is increased more than necessary and the operation is continued, overaeration occurs and the water treatment deteriorates. When the shaft 2 is rotated in the opposite direction to the above, the rotation of the stirring blade 4 while the aeration blade 3 is idling causes the waste water in the aeration tank A to rotate as shown in FIG. Without generating air bubbles therein, a downward flow of water is generated to perform only stirring of the wastewater, and a good stirring operation can be performed. As described above, the method of operating the aeration stirrer of the present embodiment can reliably perform the aeration operation without lowering the oxygen dissolving rate efficiency even when the water level is greatly reduced. Since the aeration ability does not require the aeration blades to be installed unnecessarily low, the stirring operation can be reliably performed even when the water level rises significantly. FIG. 3 shows the control of the rotation speed of the shaft 2 at the start of the aeration operation. For example, the inverter INV, the relay R and the timer T are used so that the rotation speed becomes high only at the start of the aeration operation. , Pole number conversion motor (not shown)
And a relay and a timer are used. According to the operation method of the aeration stirrer of the present invention, the rotation speed of the shaft is increased at the start of the aeration operation, and a large flow rate is generated in the cylinder by the stirring blade. By increasing the resistance of the outlet with respect to the flow rate, it is possible to prevent the pressure inside the cylinder from dropping, so that even if the water level drops, a good aeration operation can be started without generating bubbles. After the start of the aeration operation, even if the rotation speed is reduced to the normal operation, even if the aeration blade is used alone, water is continuously sucked into the cylinder, so that normal aeration without generating air bubbles is performed. Driving can be continued. And, by reducing the rotation speed after the start of the aeration operation, the flow rate of water is reduced,
The aeration operation can be continued in a state where the resistance of the outlet is reduced and the oxygen dissolution rate efficiency is increased. in this way,
The operation method of the aeration stirrer of the present invention can reliably perform the aeration operation without lowering the oxygen dissolving rate efficiency even when the water level is greatly reduced, and requires the aeration blades due to the high aeration ability. Since it is not necessary to set the water level as low as above, the stirring operation can be reliably performed even when the water level rises significantly.
【図面の簡単な説明】
【図1】本発明の曝気攪拌機の運転方法の実施例を示
し、(A)は曝気運転時を、(B)は攪拌運転時をそれ
ぞれ示す説明図である。
【図2】同実施例の運転方法に使用する曝気攪拌機を示
す正面図である。
【図3】同実施例の曝気攪拌機の運転状況を示すグラフ
である。
【符号の説明】
1 曝気攪拌機
2 軸
3 曝気用羽根
4 攪拌用羽根
5 筒体
A 曝気槽
M 電動機
R リレー
T タイマー
INV インバータBRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 shows an embodiment of a method for operating an aeration stirrer according to the present invention, wherein (A) is an explanatory diagram showing an aeration operation, and (B) is an explanatory diagram showing a stirring operation. FIG. 2 is a front view showing an aeration stirrer used in the operation method of the embodiment. FIG. 3 is a graph showing an operation state of the aeration stirrer of the embodiment. [Description of Signs] 1 Aeration agitator 2 Shaft 3 Aeration blade 4 Agitating blade 5 Cylindrical body A Aeration tank M Motor R Relay T Timer INV Inverter
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C02F 3/24 C02F 3/24 B Fターム(参考) 4D029 AA11 CC06 4D040 BB07 BB63 BB91 4G035 AB25 AE02 4G078 AA21 AB20 BA05 BA09 CA06 CA20 DA09 DA19 DB03 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI theme coat ゛ (reference) C02F 3/24 C02F 3/24 BF term (reference) 4D029 AA11 CC06 4D040 BB07 BB63 BB91 4G035 AB25 AE02 4G078 AA21 AB20 BA05 BA09 CA06 CA20 DA09 DA19 DB03
Claims (1)
する攪拌用羽根と、水面より上方で回転する曝気用羽根
とをそれぞれ形成するとともに、曝気用羽根の周囲を覆
う筒体を、攪拌用羽根付近から軸と同心状に配設し、攪
拌用羽根により筒体内に導入した水を曝気用羽根により
周囲に飛散させるようにした曝気攪拌機の運転方法にお
いて、曝気運転開始から少なくとも筒体内が水で満たさ
れるまでの時間、軸の回転速度を通常の曝気運転時より
大きくすることを特徴とする曝気攪拌機の運転方法。Claims 1. An agitating blade rotating in water and an aeration blade rotating above the water surface are formed on a shaft rotated by an electric motor, and cover the periphery of the aeration blade. In the operation method of the aeration stirrer in which the cylinder is disposed concentrically with the shaft from near the stirring blade and the water introduced into the cylinder by the stirring blade is scattered around by the aeration blade, the aeration operation is started. A method of operating the aeration stirrer, wherein the rotation speed of the shaft is set to be larger than that during the normal aeration operation for at least the time until the cylinder is filled with water.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001215220A JP3877050B2 (en) | 2001-07-16 | 2001-07-16 | Operation method of aeration stirrer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001215220A JP3877050B2 (en) | 2001-07-16 | 2001-07-16 | Operation method of aeration stirrer |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2003024977A true JP2003024977A (en) | 2003-01-28 |
JP3877050B2 JP3877050B2 (en) | 2007-02-07 |
Family
ID=19049900
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001215220A Expired - Fee Related JP3877050B2 (en) | 2001-07-16 | 2001-07-16 | Operation method of aeration stirrer |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3877050B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009178619A (en) * | 2008-01-29 | 2009-08-13 | Hitachi Plant Technologies Ltd | Aeration agitator |
JP2013027814A (en) * | 2011-07-28 | 2013-02-07 | Daiei Seisakusho:Kk | Gas dissolving device |
KR101268695B1 (en) * | 2012-11-06 | 2013-05-29 | 코오롱워터텍 주식회사 | Wastewater treatment system including multi-function agitator |
JP2013536057A (en) * | 2010-06-10 | 2013-09-19 | エスアイジー テクノロジー アーゲー | Product storage apparatus and method |
-
2001
- 2001-07-16 JP JP2001215220A patent/JP3877050B2/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009178619A (en) * | 2008-01-29 | 2009-08-13 | Hitachi Plant Technologies Ltd | Aeration agitator |
JP2013536057A (en) * | 2010-06-10 | 2013-09-19 | エスアイジー テクノロジー アーゲー | Product storage apparatus and method |
KR101760634B1 (en) * | 2010-06-10 | 2017-07-21 | 에스아이지 테크놀로지 에이지 | Device and method for storing products |
JP2013027814A (en) * | 2011-07-28 | 2013-02-07 | Daiei Seisakusho:Kk | Gas dissolving device |
KR101268695B1 (en) * | 2012-11-06 | 2013-05-29 | 코오롱워터텍 주식회사 | Wastewater treatment system including multi-function agitator |
Also Published As
Publication number | Publication date |
---|---|
JP3877050B2 (en) | 2007-02-07 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2574653B2 (en) | Device for selectively performing aeration or anaerobic liquid stirring | |
AU697641B2 (en) | Apparatus for treating liquids | |
JP4602241B2 (en) | Submerged stirring device | |
JP2008246305A (en) | Flotation machine and operation method of flotation machine | |
US4235720A (en) | Underwater aerator | |
JP2000354889A (en) | Aeration device | |
JP3877050B2 (en) | Operation method of aeration stirrer | |
JP4754586B2 (en) | Aeration stirrer | |
JP2008296169A (en) | Method for operating aeration/agitation system | |
JP3385047B2 (en) | Water purification equipment | |
JP2966993B2 (en) | Aeration apparatus and operation method thereof | |
JP4082593B2 (en) | Operation method of aerator | |
JP2002018259A (en) | Aerator | |
JP3845516B2 (en) | Stirring blade and its stirring device | |
JP2000189774A (en) | Gas dissolving device | |
JP3637294B2 (en) | Aerator | |
JP2006281183A (en) | Water treatment apparatus using biological membrane | |
JP3542324B2 (en) | Aerator | |
JPS63221896A (en) | Underwater aeration device | |
JP2004283809A (en) | Method for controlling operation of aeration agitator | |
JP2000301190A (en) | Aeration device | |
JPH0691298A (en) | Method for cleaning water area | |
JPH04197496A (en) | Fluid mixing method | |
JP3096504B2 (en) | Aeration device | |
JPH04960Y2 (en) |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20041129 |
|
A711 | Notification of change in applicant |
Free format text: JAPANESE INTERMEDIATE CODE: A712 Effective date: 20060601 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20061024 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20061025 |
|
R150 | Certificate of patent or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20091110 Year of fee payment: 3 |
|
R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20091110 Year of fee payment: 3 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20101110 Year of fee payment: 4 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20101110 Year of fee payment: 4 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20111110 Year of fee payment: 5 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20111110 Year of fee payment: 5 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20121110 Year of fee payment: 6 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20131110 Year of fee payment: 7 |
|
S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313111 |
|
R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
LAPS | Cancellation because of no payment of annual fees |