JPS6339314B2 - - Google Patents
Info
- Publication number
- JPS6339314B2 JPS6339314B2 JP22256683A JP22256683A JPS6339314B2 JP S6339314 B2 JPS6339314 B2 JP S6339314B2 JP 22256683 A JP22256683 A JP 22256683A JP 22256683 A JP22256683 A JP 22256683A JP S6339314 B2 JPS6339314 B2 JP S6339314B2
- Authority
- JP
- Japan
- Prior art keywords
- circulation
- aeration
- water
- aerator
- waterway
- 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.)
- Expired
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 37
- 238000005276 aerator Methods 0.000 claims description 25
- 239000010865 sewage Substances 0.000 claims description 17
- 238000005273 aeration Methods 0.000 claims description 13
- 238000000926 separation method Methods 0.000 claims description 12
- 239000010802 sludge Substances 0.000 claims description 10
- 239000002351 wastewater Substances 0.000 claims description 10
- 238000005086 pumping Methods 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 7
- 244000005700 microbiome Species 0.000 description 4
- 230000003647 oxidation Effects 0.000 description 3
- 238000007254 oxidation reaction Methods 0.000 description 3
- 238000013019 agitation Methods 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
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)
Description
【発明の詳細な説明】
本発明はオキシデーシヨンデイツチ法の水処理
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 date method, particularly to the structure around an aerator.
オキシデーシヨンデイツチ法とは、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
によつて汚水と微生物を含んだ汚泥を循環させな
がれエアレーシヨン(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)を十分に撹拌し、かつ一定以
上の酸素を供給してやる必要がある。 The oxidation date method is to install an oblong circulation waterway, and use a mechanical aerator to circulate sewage and sludge containing microorganisms in the circulation waterway to aerate the microorganisms. This is an activated sludge treatment method that treats water by decomposing organic matter in sewage. In such a treatment method, it is necessary to sufficiently stir the sludge containing microorganisms and incoming sewage (sewage, etc.) in the circulating waterway, and to supply a certain amount of oxygen.
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、かかるロータ型の
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撹拌が不十分であつた。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
底部での流速の差を少なくし(流速線V参照)か
つ上記汚泥と汚水の撹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つた。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つていた。 Therefore, a rotor-type aerator as shown in Figure 1 is generally used, but such a rotor-type aerator has a poor exchange rate of circulating water between the surface and bottom of the circulation waterway, and Since the flow speeds of the circulating water were significantly different (see flow speed line V), stirring of the sludge and sewage, which had 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 waterway, the difference in flow velocity between the surface and bottom can be reduced (see flow velocity line V) and the sludge and sewage can be agitated. Vertical shaft type surface aerators with improved efficiency 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, thereby impairing 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撹拌、循環効率を高める手段
を付設することにより、撹拌、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
に中央分離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, a central separation wall is provided in the longitudinal direction of the oval aeration tank to form a circulation waterway, and a vertical axis type surface aerator is installed adjacent to one end of the central separation wall to circulate sewage within the waterway. In water treatment equipment that processes activated sludge by aerating and circulating
A columnar area vertically below the water, including the rotating surface of the blades attached to the lower end of the vertical axis type surface aerator, is surrounded by a water pump, and an opening is provided at the lower end of the water pump on the side of the central separation wall. This structure is designed to guide the 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 prevent wastewater from scattering in a direction that obstructs the flow of the circulation channel during aeration. By changing the direction in the same direction as the circulation, the flow of the circulation channel is improved.
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、1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、縦軸式表面曝気機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4
a,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, 1 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 aerator 3 has an aeration blade 3a attached to the lower end of a rotating shaft driven by an electric motor installed above. 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 4 in a part of the lower end of the cylindrical body.
a, 4b are formed, and the guide plate 5 is formed of a plate-like body formed in a curved plane 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(第3図、第4図、第5図
参照)、該曝気機3のブレード3a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4
a,4bが中央分離壁2側に向き、該開口部4
a,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 3a of the aerator 3, place the water pumping tube 4 in such a manner that its upper end surrounds the blade 3a, and its lower end is in contact with the bottom surface of the circulation waterway. , and the lower end opening 4
a, 4b face the central separation wall 2 side, and the opening 4
The center partition wall is installed so that it is located between a and 4b (see Figures 3, 4, and 5), and the area around the aeration space of the aerator 3 is placed above the water surface. A guide plate 5 is attached to the section (inflow side) (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。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、その側壁に沿つ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)。この際
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。 The present water treatment apparatus configured as described above operates as follows when treating activated sludge. 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 this scattering causes oxygen to be 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 sewage that is scattered by the blade in a direction that obstructs the flow of the circulation waterway collides with the guide plate 5,
It turns in the same direction as the flow of the circulation waterway and falls onto the sewage surface (see Figure 5). Incidentally, 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 flows into the openings 4a to 4b formed on the opposite side across the central separation wall.
The water is bypassed and flows out of the pumping cylinder.
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上げ
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、従つて循環水路の表
面と底部の汚水の流速の差は減少し、汚水の撹拌
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 between the flow rate of wastewater at the bottom and the bottom part 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 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
ヨンデイツ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 date 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……揚水
筒、4a,4b……開口部、5……案内板。
Figure 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 axis type surface aerator, 3a... Blade, 4... Water pump, 4a, 4b... Opening, 5... Guide plate.
Claims (1)
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、上記表面曝気機の
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ことを特徴と
する水処理装置。1. 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 drain sewage within the waterway. In a water treatment device that processes activated sludge by aeration and circulation, a columnar area vertically below the water, including the rotating surface of the blade installed at the lower end of the surface aerator, is surrounded by a pumping tube, and the pumping tube An opening is provided at the lower end of the central separation wall to guide wastewater flowing at the bottom to the surface, and a guide plate is provided at a portion of the periphery of the aeration space above the water surface to facilitate aeration during aeration. A water treatment device characterized in that it is configured to improve the flow of the circulation waterway by diverting the wastewater that is scattered in a direction that impedes the flow of the circulation waterway to the same direction as the circulation.
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 JPS60114397A (en) | 1985-06-20 |
| JPS6339314B2 true 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) |
Families Citing this family (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 |
| JP5839439B2 (en) * | 2011-02-01 | 2016-01-06 | 住友重機械エンバイロメント株式会社 | Impeller guide plate and aeration stirrer |
| JP5766534B2 (en) * | 2011-07-20 | 2015-08-19 | 住友重機械エンバイロメント株式会社 | Impeller guide plate and aeration stirrer |
| JP5989555B2 (en) * | 2013-01-25 | 2016-09-07 | 住友重機械エンバイロメント株式会社 | Aeration stirrer and oxidation ditch |
| JP6155215B2 (en) * | 2014-03-28 | 2017-06-28 | 住友重機械エンバイロメント株式会社 | Vertical axis aeration and stirring system for biological water treatment and installation method thereof |
| JP6367752B2 (en) * | 2015-04-28 | 2018-08-01 | 住友重機械エンバイロメント株式会社 | Impeller guide plate and aeration stirrer |
| JP6733916B2 (en) * | 2018-04-05 | 2020-08-05 | 住友重機械エンバイロメント株式会社 | Guide plate for impeller and aeration mixer |
| JP7019755B2 (en) * | 2020-07-02 | 2022-02-15 | 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 | A liftable aeration system |
-
1983
- 1983-11-25 JP JP58222566A patent/JPS60114397A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60114397A (en) | 1985-06-20 |
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