JPS60114397A - Water treating device - Google Patents
Water treating deviceInfo
- Publication number
- JPS60114397A JPS60114397A JP58222566A JP22256683A JPS60114397A JP S60114397 A JPS60114397 A JP S60114397A JP 58222566 A JP58222566 A JP 58222566A JP 22256683 A JP22256683 A JP 22256683A JP S60114397 A JPS60114397 A JP S60114397A
- Authority
- JP
- Japan
- Prior art keywords
- sewage
- aerator
- water
- wastewater
- circulation
- 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)
Abstract
Description
【発明の詳細な説明】
本発明はオキシデーションディッチ法の水処理装置の構
造、特に曝気機周辺の構造に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to the structure of a water treatment apparatus using an oxidation ditch method, particularly to the structure around an aerator.
オキシデーションディッチ法とは、長円形の循環水路を
設けて、該循環水路内を機械式の曝気機によって汚水と
微生物を含んだ汚泥を循環させながらエアレーション(
曝気)することにより微生物が汚水中の有機物を分解し
て水処理する活性汚泥処理法である。かかる処理法にお
いては、循環水路内において微生物を含有する汚泥と流
入してきた汚水(下水等)を十分に攪拌し、かつ一定板
上の酸素を供給してやる必要がある。The oxidation ditch method is an oxidation ditch method in which an oblong circulation waterway is installed, and a mechanical aerator is used to circulate sewage and sludge containing microorganisms in the circulation waterway.
This is an activated sludge treatment method in which microorganisms decompose organic matter in sewage through aeration. In such a treatment method, it is necessary to sufficiently stir the sludge containing microorganisms and the incoming sewage (sewage water, etc.) in the circulating waterway, and to supply oxygen on a constant plate.
そのため、第1図に示すようなロータ型の曝気機が一般
に用いられているが、かがるロータ型の曝気機は循環水
路の表面と底部の循環水の交換率が悪くかつ循環水路の
表面と底部での循環水の流速が著しく異なるため(流速
線V参照)比重の異なる上記汚泥と汚水の攪拌が不十分
であった。そこで、第2図に示すように循環水路の表面
と底部の循環水の交換率を向上させることにより表面と
底面での流速の差を少なくしく流速線V参照)かつ上記
汚泥と汚水の攪拌率を向上させた縦軸型の表面曝気機が
用いられるにいたった。しかしながら、上記縦軸型の表
面曝気機の場合、ロータ型のものに比べ表面と底部の循
環水の交換率は改善されたものの、十分とは言えず又縦
軸型の表面曝気機の特質として曝気の際汚水の一部が循
環水路の流れを妨げる方向にも飛散するため、循環水路
の流れが損なわれることとなっていた。Therefore, a rotor-type aerator as shown in Figure 1 is generally used, but the rotor-type aerator has a poor exchange rate of circulating water between the surface and bottom of the circulation channel, and Since the flow rates of the circulating water at the bottom and the bottom were significantly different (see flow rate line V), stirring of the sludge and sewage, which have different specific gravities, was insufficient. Therefore, as shown in Figure 2, by improving the exchange rate of circulating water between the surface and bottom of the circulation channel, the difference in flow velocity between the surface and bottom can be reduced (see flow velocity line V) and the agitation rate of the sludge and sewage. A vertical shaft type surface aerator with improved performance came into use. However, in the case of the above-mentioned vertical axis type surface aerator, although the exchange rate of circulating water between the surface and the bottom is improved compared to the rotor type, it is still not sufficient. During aeration, some of the sewage is scattered in a direction that obstructs the flow of the circulation waterway, which impairs the flow of the circulation waterway.
本発明は上記現況に鑑み行われたもので、縦軸型の曝気
機の周辺に攪拌、循環効率を高める手段を付設すること
により、攪拌、循環効率の優れた水処理装置を提供する
ことを目的とする。The present invention was made in view of the above-mentioned current situation, and aims to provide a water treatment device with excellent agitation and circulation efficiency by attaching a means for increasing the agitation and circulation efficiency around a vertical shaft type aerator. purpose.
しかして、本発明にかかる水処理装置は以下の構成から
なる。即ち、長円形の曝気槽の長手方向に中央分j!I
壁を設けて循環水路を形成し、該中央分離壁の一端に隣
接して縦軸型の表面曝気機を設置して、上記水路内で汚
水を曝気、循環させることにより活性汚泥処理する水処
理装置において、縦軸型の表面曝気機の下端部に取設さ
れたブレードの回転面を含む水中の鉛直下方の柱状域を
揚水筒で囲み、該揚水筒の中央分離壁側の下端部に開口
部を設けることにより底部を流れる汚水を表面に導くよ
うに構成するとともに、水面上で曝気空間の周辺の一部
に案内板を設けることにより曝気の際に上記循環水路の
流れを妨げる方向に飛散する汚水を循環と同一の方向に
変更せしめることにより、循環水路の流れをよくするよ
うに構成している。Therefore, the water treatment device according to the present invention has the following configuration. That is, the central portion j! in the longitudinal direction of the oval aeration tank! I
Water treatment in which activated sludge treatment is carried out by providing a wall to form a circulation waterway, installing a vertical axis type surface aerator adjacent to one end of the central separation wall, and aerating and circulating wastewater within the waterway. In the device, a vertically downward columnar area in the water, including the rotating surface of the blades attached to the lower end of a vertical shaft type surface aerator, is surrounded by a lifting tube, and an opening is opened at the lower end of the lifting tube on the side of the central separation wall. By providing a section, wastewater flowing at the bottom is guided to the surface, and by providing a guide plate in a part of the periphery of the aeration space above the water surface, the wastewater is scattered in a direction that obstructs the flow of the circulation channel during aeration. The system is designed to improve the flow of the circulation waterway by diverting the wastewater in the same direction as the circulation.
以下、本発明を実施例にもとづいて図面を参照しながら
具体的に説明する。Hereinafter, the present invention will be specifically described based on examples and with reference to the drawings.
第3図は本発明にかかる水処理装置の全体の平面図、第
4図は揚水筒周辺の循環水の流れを表した同一部側断面
図、第5図は案内板を取設した揚水筒周辺の汚水の飛散
状態を表した同平面図である。図において、■は循環水
路、2は中央分離壁、3は縦軸式表面曝気機、4は揚水
筒、5は案内板である。循環水路1は、平面図において
長円形の曝気槽の長手方向に中央分離壁2が設置されて
なる。そして、縦軸式表面曝気v&3は、上部に装置さ
れた電動機により駆動される回転軸の下端部に曝気用の
ブレード3aが取着されてなる。揚水筒4は、外形が筒
状体で、該筒状体の高さHは略循環水路の水位に略一致
し、該筒状体の内側半径Rは曝気機のブレードの外側半
径rよりやや大きく、また該筒状体の下端部の一部に開
口部4as 4bが形成されてなり、また案内板5は平
面略円弧状の曲線に形成された板状体よりなる。Fig. 3 is a plan view of the entire water treatment device according to the present invention, Fig. 4 is a partial side sectional view of the same showing the flow of circulating water around the water pump, and Fig. 5 is a water pipe with a guide plate installed. It is the same top view showing the state of scattering of surrounding sewage. In the figure, ■ is a circulation waterway, 2 is a central partition wall, 3 is a vertical shaft type surface aerator, 4 is a water pump, and 5 is a guide plate. The circulation waterway 1 is formed by installing a central separation wall 2 in the longitudinal direction of an aeration tank which is oval in plan view. The vertical shaft type surface aeration v&3 has an aeration blade 3a attached to the lower end of a rotating shaft driven by an electric motor installed at the top. The water pumping cylinder 4 has a cylindrical outer shape, the height H of the cylindrical body approximately corresponds to the water level of the circulation channel, and the inner radius R of the cylindrical body is slightly larger than the outer radius r of the aerator blade. It is large and has an opening 4as 4b formed in a part of the lower end of the cylindrical body, and the guide plate 5 is a plate-shaped body formed in a curved plane that is substantially arcuate.
しかして、本水処理装置は、循環水路1の湾曲部で中央
分離壁2の一端に隣接して上記縦軸型の表面曝気機3を
設置しく第3図、第4図、第5図参照)、該曝気機3の
ブレード38回転面を含むその鉛直下方に、上記揚水筒
4を、上端部で該ブレード3aを囲むような状態で、下
端が該循環水路の底面に当接するように、かつ下端開口
部4a、 4bが中央分離壁2側に向き、該開口部4a
、4bの間に該中央分離壁が位置するように設置する(
第3図、第4図、第5図参照)とともに、水面上となる
位置に上記曝気機3の曝気空間の周辺の一部(流入側)
に案内板5を取着する(第4図、第5図参照)。該取着
は、上記曝気機に取付金具を介して取着してもよく、あ
るいは上記中央分離壁2に取着してもよい。Therefore, in this water treatment device, the above-mentioned vertical axis type surface aerator 3 is installed adjacent to one end of the central separation wall 2 at the curved part of the circulation waterway 1. See FIGS. 3, 4, and 5. ), vertically below the rotating surface of the blades 38 of the aerator 3, the water pumping tube 4 is placed so that the upper end surrounds the blade 3a, and the lower end is in contact with the bottom surface of the circulation waterway; In addition, the lower end openings 4a and 4b face the central separation wall 2 side, and the opening 4a
, 4b (
(see Figures 3, 4, and 5), and a part of the periphery of the aeration space of the aerator 3 (inflow side) at a position above the water surface.
Attach the guide plate 5 to (see Figs. 4 and 5). The aerator may be attached to the aerator via a fitting, or it may be attached to the central separation wall 2.
以上の如く構成されてなる本水処理装置は、活性汚泥処
理する際、以下のように作用する。The present water treatment apparatus configured as described above operates as follows when treating activated sludge.
即ち、循環水路内に有機物を含有する下水と微生物を含
む汚泥が混入されると、曝気機のブレードが該汚泥を含
んだ汚水を空気中に飛散する、かかる飛散により上記汚
水中に酸素が混入し所謂曝気が行われる。そして、上記
曝気機のブレードの回転にともない揚水筒内表面の汚水
は揚水筒外に飛ばされるため、揚水筒の下端部に形成さ
れた開口部より底部を流れている汚水が揚水筒内に吸引
され、その側壁に沿って上方に吸い上げられ、上記曝気
機のブレードにより揚水筒外に飛ばされるというサイク
ルを繰り返す(第4図参照)。その際上記ブレードによ
り、循環水路の流れを妨げる方向に飛散する汚水は、上
記案内板5にぶつかり、循環水路の流れと同一の方向に
向きを換えて汚水水面に落下する(第5図参照)。尚、
上記揚水筒下端の開口部には上記飛散するより多くの汚
水が流入するが、飛散する以外の汚水は中央分離壁をは
さんで反対側に形成された開口部4aから4bへバイパ
スして揚水筒外に流出する。That is, when sewage containing organic matter and sludge containing microorganisms are mixed into the circulation waterway, the blades of the aerator scatter the sewage containing the sludge into the air, and due to this scattering, oxygen is mixed into the sewage. So-called aeration is performed. As the blades of the aerator rotate, the sewage on the inside surface of the pumping cylinder is blown out of the pumping cylinder, so the sewage flowing at the bottom is sucked into the pumping cylinder through the opening formed at the lower end of the pumping cylinder. The water is sucked up along the side wall and thrown out of the tank by the blades of the aerator, and the cycle repeats (see Figure 4). At this time, the wastewater that is scattered by the blade in a direction that obstructs the flow of the circulation channel collides with the guide plate 5, changes its direction in the same direction as the flow of the circulation channel, and falls onto the sewage water surface (see Figure 5). . still,
More wastewater than the above-mentioned scattering flows into the opening at the lower end of the water pump, but the wastewater other than the above-mentioned scattering is bypassed and pumped from the openings 4a to 4b formed on the opposite side of the central separation wall. It flows out of the water bottle.
上述のとおり、本水処理装置では揚水筒により、循環水
路底部を流れる汚水は表面に吸い一ヒげられて飛散され
、そして循環中に比重の差によりまた徐々に底部に下降
する、従って循環水路の表面と底部の汚水の流速の差は
減少し、汚水の攪拌も十分行うことができる。また、案
内板を設けることにより、循環水路の流れを妨げる方向
に汚水が飛散することもないため、循環効率が向上する
。本出願人の実験によれば従来の装置と比べ循環の効率
が約20パーセントも向上することが確認された。As mentioned above, in this water treatment equipment, the wastewater flowing at the bottom of the circulation channel is sucked up to the surface and scattered by the water pump, and then gradually descends to the bottom due to the difference in specific gravity during circulation. The difference in the flow rate of wastewater between the surface and the bottom of the tank is reduced, and the wastewater can be sufficiently agitated. Further, by providing the guide plate, the wastewater is not scattered in a direction that obstructs the flow of the circulation waterway, so the circulation efficiency is improved. According to experiments conducted by the present applicant, it has been confirmed that the circulation efficiency is improved by about 20% compared to conventional devices.
本発明は、以上説明のとおり比較的簡単な構成ではある
が大きな作用効果を有し、オキシデーションディッチ法
の処理効率の向上に貢献する。As explained above, although the present invention has a relatively simple configuration, it has significant effects and contributes to improving the processing efficiency of the oxidation ditch method.
第1図はロータリ型曝気機を具備する従来の水処理装置
、第2図は縦軸型の表面曝気機を具備した従来の水処理
装置、第3図は本発明にかかる水処理装置の全体の平面
図、第4図は同一部側断面図、第5図は同平面図である
。
1・・・循環水路、2・・・中央分離壁、3・・・縦軸
式表面曝気機、3a・・・ブレード、4川揚水筒、4a
、4b・・・開口部、5・・・案内板。
51Figure 1 shows a conventional water treatment system equipped with a rotary aerator, Figure 2 shows a conventional water treatment system equipped with a vertical axis type surface aerator, and Figure 3 shows the entire water treatment system according to the present invention. FIG. 4 is a partial side sectional view of the same, and FIG. 5 is a plan view of the same. 1...Circulation channel, 2...Central separation wall, 3...Vertical shaft type surface aerator, 3a...Blade, 4 river water pump, 4a
, 4b... opening, 5... guide plate. 51
Claims (1)
路を形成し、該中央分離壁の一端に隣接して縦軸型の表
面曝気機を設置して、上記水路内で汚水を曝気、循環さ
せることにより活性汚泥処理する水処理装置において、
上記表面曝気機の下端部に散設されたブレードの回転面
を含むその水中の鉛直下方の柱状域を揚水筒で囲み、該
揚水筒の中央分離壁例の下端部に開口部を設けることに
より底部を流れる汚水を表面に導くように構成するとと
もに、水面上で曝気空間の周辺の一部に案内板を設ける
ことにより曝気の際に上記循環水路の流れを妨げる方向
に飛散する汚水を循環と同一の方向に変更せしめること
により、循環水路の流れをよくするように構成している
ことを特徴とする水処理装置。A central separation wall is provided in the longitudinal direction of the oval aeration tank to form a circulation waterway, and a vertical shaft type surface aerator is installed adjacent to one end of the central separation wall to aerate the wastewater within the waterway. In a water treatment device that processes activated sludge by circulating it,
By surrounding the columnar area vertically below the water, including the rotating surfaces of the blades disposed at the lower end of the surface aerator, with a water pump, and providing an opening at the lower end of the central separation wall of the water pump. The structure is configured to guide wastewater flowing at the bottom to the surface, and by providing a guide plate in a part of the periphery of the aeration space above the water surface, it is possible to circulate wastewater that is scattered in a direction that obstructs the flow of the circulation channel during aeration. A water treatment device characterized in that the water treatment device is configured to improve the flow of a circulation waterway by changing the direction in the same direction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58222566A JPS60114397A (en) | 1983-11-25 | 1983-11-25 | Water treating device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58222566A JPS60114397A (en) | 1983-11-25 | 1983-11-25 | Water treating device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60114397A true JPS60114397A (en) | 1985-06-20 |
JPS6339314B2 JPS6339314B2 (en) | 1988-08-04 |
Family
ID=16784464
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP58222566A Granted JPS60114397A (en) | 1983-11-25 | 1983-11-25 | Water treating device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60114397A (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5084167A (en) * | 1989-10-23 | 1992-01-28 | Beard Harold J | Oxidation ditch for treatment of waste water |
CN102616923A (en) * | 2011-02-01 | 2012-08-01 | 住友重机械环境工程株式会社 | Guide plate for vane wheel and aeration blender |
JP2013022509A (en) * | 2011-07-20 | 2013-02-04 | Sumitomo Heavy Industries Environment Co Ltd | Guide plate for impeller and aeration stirring device |
JP2014140833A (en) * | 2013-01-25 | 2014-08-07 | Sumitomo Heavy Industries Environment Co Ltd | Aeration agitation apparatus and oxidation ditch |
JP2015163402A (en) * | 2015-04-28 | 2015-09-10 | 住友重機械エンバイロメント株式会社 | Guide plate for impeller, and aeration agitator |
JP2015188825A (en) * | 2014-03-28 | 2015-11-02 | 住友重機械エンバイロメント株式会社 | Vertical axis type aeration agitation system for biological water treatment, and method of installing the same |
JP2018103187A (en) * | 2018-04-05 | 2018-07-05 | 住友重機械エンバイロメント株式会社 | Guide plate for impeller and aeration stirrer |
JP2020157305A (en) * | 2020-07-02 | 2020-10-01 | 住友重機械エンバイロメント株式会社 | Guide plate for impeller and aeration stirrer |
CN115231720A (en) * | 2022-08-25 | 2022-10-25 | 金剑环保集团有限公司 | Can promote aeration systems |
-
1983
- 1983-11-25 JP JP58222566A patent/JPS60114397A/en active Granted
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5084167A (en) * | 1989-10-23 | 1992-01-28 | Beard Harold J | Oxidation ditch for treatment of waste water |
CN102616923A (en) * | 2011-02-01 | 2012-08-01 | 住友重机械环境工程株式会社 | Guide plate for vane wheel and aeration blender |
JP2012157829A (en) * | 2011-02-01 | 2012-08-23 | Sumitomo Heavy Industries Environment Co Ltd | Guide plate for impeller and aeration agitator |
JP2013022509A (en) * | 2011-07-20 | 2013-02-04 | Sumitomo Heavy Industries Environment Co Ltd | Guide plate for impeller and aeration stirring device |
JP2014140833A (en) * | 2013-01-25 | 2014-08-07 | Sumitomo Heavy Industries Environment Co Ltd | Aeration agitation apparatus and oxidation ditch |
JP2015188825A (en) * | 2014-03-28 | 2015-11-02 | 住友重機械エンバイロメント株式会社 | Vertical axis type aeration agitation system for biological water treatment, and method of installing the same |
JP2015163402A (en) * | 2015-04-28 | 2015-09-10 | 住友重機械エンバイロメント株式会社 | Guide plate for impeller, and aeration agitator |
JP2018103187A (en) * | 2018-04-05 | 2018-07-05 | 住友重機械エンバイロメント株式会社 | Guide plate for impeller and aeration stirrer |
JP2020157305A (en) * | 2020-07-02 | 2020-10-01 | 住友重機械エンバイロメント株式会社 | Guide plate for impeller and aeration stirrer |
CN115231720A (en) * | 2022-08-25 | 2022-10-25 | 金剑环保集团有限公司 | Can promote aeration systems |
Also Published As
Publication number | Publication date |
---|---|
JPS6339314B2 (en) | 1988-08-04 |
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