JP2619810B2 - Air intake device in aeration equipment - Google Patents

Air intake device in aeration equipment

Info

Publication number
JP2619810B2
JP2619810B2 JP6163393A JP16339394A JP2619810B2 JP 2619810 B2 JP2619810 B2 JP 2619810B2 JP 6163393 A JP6163393 A JP 6163393A JP 16339394 A JP16339394 A JP 16339394A JP 2619810 B2 JP2619810 B2 JP 2619810B2
Authority
JP
Japan
Prior art keywords
air supply
air
sewage
water
supply line
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 - Lifetime
Application number
JP6163393A
Other languages
Japanese (ja)
Other versions
JPH07328685A (en
Inventor
利助 中島
正六 川内
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.)
Hanshin Engineering Co Ltd
Original Assignee
Hanshin Engineering Co 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 Hanshin Engineering Co Ltd filed Critical Hanshin Engineering Co Ltd
Priority to JP6163393A priority Critical patent/JP2619810B2/en
Publication of JPH07328685A publication Critical patent/JPH07328685A/en
Application granted granted Critical
Publication of JP2619810B2 publication Critical patent/JP2619810B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Activated Sludge Processes (AREA)
  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は汚水処理槽の水底部に曝
気の為に空気を送り込むことによって汚水を浄化するよ
うにした曝気処理装置における空気取り入れ装置に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an air intake device in an aeration apparatus for purifying sewage by sending air to the bottom of a sewage treatment tank for aeration.

【0002】[0002]

【従来の技術】汚水処理槽内の汚水を隈なく確実にしか
も効率よく曝気処理するには、エアレーションの為の空
気の吹き出し口を、該処理槽内の出来るだけ深い位置に
設置すると共に、いかに効率よく多量の空気を送入する
かに係っている。そこで従来の空気供給手段は、図7に
示すように汚水処理槽11の上層部から該処理槽11の
底部に向かって垂直に設置した給気管路1の上端寄り周
側に、空気取り入れ口6を形成し、給気管路1の下端部
に取り付けた撹拌ポンプ(もしくは攪拌曝気機、以下攪
拌ポンプと言い図1の符号15相当)の動作によって該
給気管路1の上端の汚水吸入口13から取り入れた汚水
の下向水流に、前記空気取り入れ口6から取り込んだ空
気を送り込み、汚水処理槽11の底部へ送入して攪拌し
ながら吹き出して曝気処理するようにしている。
2. Description of the Related Art To reliably and efficiently aerate sewage in a sewage treatment tank, an air outlet for aeration is installed at a position as deep as possible in the treatment tank. It depends on how to send a large amount of air efficiently. Therefore, as shown in FIG. 7, the conventional air supply means includes an air intake port 6 on the peripheral side near the upper end of the air supply pipe 1 vertically installed from the upper layer of the sewage treatment tank 11 toward the bottom of the treatment tank 11. Is formed, and is operated from a sewage inlet 13 at an upper end of the supply line 1 by an operation of a stirring pump (or a stirring and aerator, hereinafter referred to as a stirring pump and corresponding to a reference numeral 15 in FIG. 1) attached to a lower end portion of the supply line 1. The air taken in from the air inlet 6 is sent to the downward flow of the sewage taken in, and is sent to the bottom of the sewage treatment tank 11 and blown out with stirring to perform aeration.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記給気管路
1内の汚水の流速分布は、該管路1を水平断面で見ると
管路1の中心部で最も速度が速く、管壁部で最も遅くな
ることは流れの通性であり、従って、空気を水深の深い
位置へ効率良く送入するには水流の速い中心部に直接空
気を吹き込むのが最も有効であるが、従来の空気送入手
段では、給気管路1の管壁に空気取り入れ口6が直接開
口しているために、給気管路1内の汚水の流れの最も速
い中心部へは入り込み難く、主として管壁寄りの流速の
遅い部分に入り込む傾向がある。従って水流の遅い管壁
部では水の流速よりも気泡の上昇速度が速いため気泡は
水流に逆らって管内を逆浮上するので空気の供給効率が
著しく低下する。つまり、空気の逆浮上した分は、有効
に利用されず無駄となるため効率が低下することにな
る。本発明は上記従来例の係る欠点に対処し、効率よく
水深の深い位置へ多量の空気を送入する事ができる空気
取り入れ装置を提供しようとするものである。
However, the flow velocity distribution of the sewage in the air supply line 1 has the highest speed at the center of the line 1 when viewed in a horizontal section, and the flow rate distribution at the center of the line 1 is high. The slowest is the permeability of the flow.Therefore, it is most effective to blow air directly into the center of the fast flowing water to efficiently send air to deep water. In the inlet means, since the air intake port 6 is directly opened in the pipe wall of the air supply line 1, it is difficult to enter the fastest center of the flow of the sewage in the air supply line 1, and mainly the flow velocity near the pipe wall. Tend to get into the slower part of Accordingly, the rising speed of the bubbles is faster than the flow speed of the water at the pipe wall portion where the water flow is slow, so that the bubbles reversely float in the pipe against the water flow, so that the air supply efficiency is significantly reduced. In other words, the air that has floated in the reverse direction is not used effectively and is wasted, so that the efficiency is reduced. SUMMARY OF THE INVENTION The present invention addresses the above-described drawbacks of the prior art and aims to provide an air intake device capable of efficiently feeding a large amount of air to a deep water position.

【0004】[0004]

【課題を解決する為の手段】汚水処理槽内の汚水上層部
から深層部に亘って設けた給気管路の汚水吸入口下部内
周に、下面に空気の吹き出し孔を穿設した給気ノズルを
該給気管路の中央部寄りに非交差状に突設すると共に、
該給気管路側壁の給気ノズル直下位置に通水孔を穿設し
てなる。
Means for Solving the Problems An air supply nozzle having an air outlet hole formed in the lower surface on the lower inner surface of a sewage suction port of an air supply pipe provided from the upper layer to the lower layer of sewage in a sewage treatment tank. And protruding non-intersectingly near the center of the air supply line,
A water hole is formed in the side wall of the air supply pipe just below the air supply nozzle.

【0005】[0005]

【作用】給気管路の下端部に取り付けた水中攪拌ポンプ
を回動する事により該給気管路内に汚水上層部から下層
部に向かって水流を発生させると共に、該給気管路の上
端寄りに設けた空気取り入れ口から空気を供給する事に
より空気は給気ノズルを経て給気管路内の水流の速い中
央位置から吹き込まれ、給気管路内の水流によって該管
壁に穿設した通水孔から給水管路内側ヘ通水する事によ
り給気ノズルの周辺に気泡が停滞するのを防止する。
By rotating a submersible agitating pump attached to the lower end of the air supply line, a water flow is generated in the air supply line from the upper layer to the lower layer of the sewage, and near the upper end of the air line. By supplying air from the provided air intake, the air is blown from the fast center position of the water flow in the air supply line through the air supply nozzle, and the water flow hole formed in the pipe wall by the water flow in the air supply line Prevents bubbles from stagnating around the air supply nozzle by flowing water from inside to the water supply pipeline.

【0006】[0006]

【実施例】以下本発明について図1乃至図6により詳細
に説明すると、縦長の汚水処理槽11内に上層部から水
底に向かって給気管路1を垂直に立設し、該給気管路1
の最下端部にはU字管14を介して攪拌ポンプ15を設
置すると共に、該給気管路1の上端部には該給気管路1
の外径より大きいドーナッツ状の空洞2を突出形成し、
給気管路1の内面に前記空洞2のキャビティ3に通じる
通気路を有する複数個の給気ノズル4、4・・・を、そ
の先端が互いに交わらないように該給気管路1の中央部
に向かって突設する。つまり該給気ノズル4、4・・・
は図5、6に示すように略コ字状縁枠9の両側に側板
8、8を対向貼設して内部に通気間隙を形成し、該縁枠
9の下縁9′には多数の空気吹き出し孔7、7・・・を
下向きに穿設しており、該縁枠9の開放部を前記キャビ
ティ3に向かって開口連通するように給気管路1への取
り付けが図られており、該給気ノズル4、4・・・の吹
き出し孔7、7・・・から空気をできるだけ主水流の中
央部ヘ供給するようにしている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to FIGS. 1 to 6. An air supply pipe 1 is vertically provided from an upper layer toward a water bottom in a vertically long sewage treatment tank 11, and the air supply pipe 1 is provided.
A stirring pump 15 is installed at the lowermost end of the air supply pipe 1 through a U-shaped pipe 14, and the upper end of the air supply pipe 1 is
To form a donut-shaped cavity 2 larger than the outer diameter of
A plurality of air supply nozzles 4, 4,... Having an air passage leading to the cavity 3 of the cavity 2 are provided on the inner surface of the air supply line 1 at the center of the air supply line 1 so that their tips do not cross each other. It protrudes toward. That is, the air supply nozzles 4, 4,.
As shown in FIGS. 5 and 6, side plates 8 and 8 are stuck on both sides of a substantially U-shaped edge frame 9 to form a ventilation gap therein, and a plurality of lower edges 9 'of the edge frame 9 are provided. The air outlet holes 7, 7,... Are drilled downward, and are attached to the air supply line 1 so that the open portion of the edge frame 9 opens and communicates with the cavity 3. The air is supplied to the central portion of the main water flow as much as possible from the blowing holes 7, 7... Of the air supply nozzles 4, 4,.

【0007】また該空洞2の片方外側にはコンプレッサ
ーなどの給気装置(図示せず)に接続するための取り付
けフランジ6を外端に設けたエルボ5を突設し、更に該
給気管路1における前記空洞2の下部には給気ノズル4
の直下位置に通水孔10、10・・・を穿設してなり、
また空洞2の上方部即ち給気管路1の上端フランジ12
には汚水吸入口13を連設して、前記給気管路1の上端
から処理槽11の底部に亘って、主水流を発生するよう
にしている。尚、通水孔10、10・・・は給気ノズル
4、4・・・の直下に接近して穿設する。
On one outer side of the cavity 2, an elbow 5 provided with an attachment flange 6 at an outer end for connecting to an air supply device (not shown) such as a compressor protrudes. In the lower part of the cavity 2, the air supply nozzle 4
... water holes 10, 10, ...
In addition, the upper part of the cavity 2, that is, the upper end flange 12 of the air supply line 1
A sewage suction port 13 is provided continuously to generate a main water flow from the upper end of the air supply pipe 1 to the bottom of the treatment tank 11. The water passage holes 10, 10,... Are drilled close to and directly below the air supply nozzles 4, 4,.

【0008】次に上記装置の一連動作について説明する
と、給気管路1の下端部に設置した水中攪拌ポンプ15
を動作することにより該給気管路1の上端吸入口13か
ら汚水を取り入れ、前記水中攪拌ポンプ15に到る管路
内に高速の水流(主水流)を発生させ、これと同時にエ
ルボ5からはコンプレッサー等にて発生させた圧縮空気
を、点線矢印にて示すように一旦空洞2のキャビティ3
内に取り入れ、該空洞2に接続した各給気ノズル4、4
・・・の下端縁に列設した吹き出し孔7、7・・・から
実線矢印で示す高速水流中に吹き込むことで気泡を主水
流によって汚水処理槽の水底深くへ送入する。このよう
にして給気ノズル4、4・・・から送り込まれた空気は
汚水処理槽11の水底深くへ供給されるが、給気ノズル
を給気管路1の中央部寄りに突出させたことにより、空
気を水流の最も速い中央部へ導くことができ効率良く水
底深くへ送り込むことができる。
Next, a series of operations of the above apparatus will be described. The submersible stirring pump 15 installed at the lower end of the air supply line 1
, Wastewater is taken in from the upper end suction port 13 of the air supply line 1, and a high-speed water flow (main water flow) is generated in the line reaching the submersible agitating pump 15. Compressed air generated by a compressor or the like is temporarily transferred to the cavity 3 of the cavity 2 as shown by the dotted arrow.
Each air supply nozzle 4, 4 connected to the cavity 2
.. Are blown into the high-speed water flow indicated by the solid arrows from the blowout holes 7, 7... The air sent from the air supply nozzles 4, 4,... In this way is supplied deep into the water bottom of the sewage treatment tank 11, but by projecting the air supply nozzle toward the center of the air supply line 1. The air can be guided to the center of the water flow, which is the fastest, and can be efficiently sent deep into the water bottom.

【0009】又、上述のようにして効率よく空気を水底
深くへ送り込む為に給気ノズルを給気管路1の中央寄り
に突出したことは、定常流の中に障害物を置いたのと同
じことになり、その結果、該障害物(給気ノズル)の流
れ(主水流)に対する非対向側面(流れの反対側)に水
流の淀みが発生し、通常この部分に気泡が滞留し、しか
も放置すれば次第に成長して浮力を増し、やがて主水流
に逆らって逆浮上する。従って、このような給気ノズル
4、4・・・の下面における吹き出し孔7、7・・・の
周辺に滞留しようとする気泡は、給気管路1内の主水流
によって生じる該給気管路1の外部から通水孔10、1
0・・・を経て内部へ向かって流れる副流水により給気
管路1内の主水流に取り込まれ、滞留は防止され、コン
プレッサーによって供給された空気の総てを効率よく汚
水処理槽の低部へ送り込むことができる。
In addition, the fact that the air supply nozzle projects toward the center of the air supply line 1 in order to efficiently send air deep into the water bottom as described above is the same as placing an obstacle in a steady flow. As a result, a stagnation of the water flow occurs on the side (opposite side of the flow) of the obstacle (air supply nozzle) which is not opposed to the flow (main water flow). Over time, it grows and increases its buoyancy, eventually rising against the main stream. Therefore, the air bubbles which are going to stay around the blowout holes 7 on the lower surface of the air supply nozzles 4 are generated by the main water flow in the air supply line 1. Water holes 10, 1 from outside
0 is taken into the main water flow in the air supply line 1 by the secondary flowing water flowing inward through 0 ..., the stagnation is prevented, and all the air supplied by the compressor is efficiently transferred to the lower part of the sewage treatment tank. Can be sent.

【0010】[0010]

【発明の効果】本発明は、供給する空気の圧力を高める
だけでは汚水処理槽の水深の深い位置へ効率良く空気を
送り込むことが極めて困難であることに対処し、汚水の
上層部から水底部に向かって高速の水流を発生させ、こ
の水流に乗せて気泡を水底部へ導くようにした装置にお
いて、給気ノズルを給気管路の中央部へ向かって非交差
状に突設したことにより、主水流中央部の水流障害を無
くすると共に、給気管路内の主水流の速い位置へ最も近
づけて空気を吹き込む事ができ、より確実に空気を水深
の深い位置へ送り込むことができる。
The present invention addresses the fact that it is extremely difficult to efficiently send air to a deep water position in a sewage treatment tank only by increasing the pressure of the supplied air. In a device that generates a high-speed water flow toward the water flow and guides bubbles to the bottom of the water, the air supply nozzle does not intersect toward the center of the air supply line
By projecting from the Jo, the water flow failure of the main water stream the central portion free
To the position where the main water flow is fastest in the air supply line.
In addition, the air can be blown, and the air can be more reliably sent to a deep water position.

【0011】また、給気管路の給気ノズル直下部に通水
孔を穿設したことにより、該給気ノズルの下面で滞留し
ようとする気泡を通水孔から管内に流入する副流水によ
って主水流中に押し出して水低部へ導くので、管路の途
中で気泡が停滞することができず総てを水底部へ送り込
むことができる。
[0011] Further, by forming a water flow hole directly below the air supply nozzle in the air supply pipe line, air bubbles which are likely to stay on the lower surface of the air supply nozzle are mainly discharged by the secondary flow water flowing into the pipe from the water supply hole. Since it is extruded into the water stream and guided to the lower part of the water, bubbles cannot be stagnated in the middle of the pipeline, and all can be sent to the water bottom.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明装置を用いた汚水処理装置の全体側面略
FIG. 1 is a schematic side view of an entire sewage treatment apparatus using the apparatus of the present invention.

【図2】同上要部拡大平面図FIG. 2 is an enlarged plan view of a main part of the above.

【図3】同上正面図FIG. 3 is a front view of the same.

【図4】同上右側面図FIG. 4 is a right side view of the same.

【図5】第3図の要部拡大側面図FIG. 5 is an enlarged side view of a main part of FIG. 3;

【図6】同上左側面図FIG. 6 is a left side view of the same.

【図7】従来例の部分縦断側面図FIG. 7 is a partial longitudinal sectional side view of a conventional example.

【符号の説明】[Explanation of symbols]

1 給気管路 2 空洞 3 キャビティ 4 給気ノズル 7 吹き出し孔 10 通水孔 11 汚水処理槽 DESCRIPTION OF SYMBOLS 1 Air supply line 2 Cavity 3 Cavity 4 Air supply nozzle 7 Blow-out hole 10 Water passage hole 11 Sewage treatment tank

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 実開 平4−91799(JP,U) 特公 平2−39959(JP,B2) ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-U 4-91799 (JP, U) JP-JP 2-39959 (JP, B2)

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 汚水処理槽内の汚水上層部から深層部間
に亘って設けた給気管路の上端開口部を汚水吸入口と
し、該汚水吸入口下部内周に、下面に空気の吹き出し孔
を穿設した1個もしくは複数個の給気ノズルを、該給気
管路の中央部に向かって非交差状に突設配置すると共
に、該給気管路の下端部に水中攪拌ポンプを設置したこ
とを特徴とする曝気処理装置における空気取り入れ装
置。
An upper end opening of an air supply pipe provided between an upper part and a deep part of a sewage in a sewage treatment tank is defined as a sewage suction port.
And, the inner periphery of the lower the sewage inlet, one or a plurality of air supply nozzles bored blowing holes of the air to the lower surface, projecting positioned Then toward the center of the fed-duct to the non-cross-shaped Both
And a submersible agitating pump installed at the lower end of the air supply line.
【請求項2】 汚水処理槽内の汚水上層部から深層部間
に亘って設けた給気管路の上端開口部を汚水吸入口と
し、該汚水吸入口下部内周に、下面に空気の吹き出し孔
を穿設した1個もしくは複数個の給気ノズルを、該給気
管路の中央部に向かって非交差状に突設配置すると共
に、該給気管路の給気ノズル直下位置にそれぞれ1個も
しくは複数個の通水孔を穿設し、副流水を生ずるように
したことを特徴とする曝気処理装置における空気取り入
れ装置。
2. An upper end opening of an air supply pipe provided between an upper part and a deep part of a sewage in a sewage treatment tank is defined as a sewage suction port.
And, the inner periphery of the lower the sewage inlet, one or a plurality of air supply nozzles bored blowing holes of the air to the lower surface, to project disposed toward the center of the fed-duct to the non-cross-shaped And one or a plurality of water holes are respectively formed at positions immediately below the air supply nozzles of the air supply line so as to generate side water. apparatus.
JP6163393A 1994-06-09 1994-06-09 Air intake device in aeration equipment Expired - Lifetime JP2619810B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6163393A JP2619810B2 (en) 1994-06-09 1994-06-09 Air intake device in aeration equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6163393A JP2619810B2 (en) 1994-06-09 1994-06-09 Air intake device in aeration equipment

Publications (2)

Publication Number Publication Date
JPH07328685A JPH07328685A (en) 1995-12-19
JP2619810B2 true JP2619810B2 (en) 1997-06-11

Family

ID=15773041

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6163393A Expired - Lifetime JP2619810B2 (en) 1994-06-09 1994-06-09 Air intake device in aeration equipment

Country Status (1)

Country Link
JP (1) JP2619810B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0239959A (en) * 1988-07-29 1990-02-08 Toshiba Corp Document preparation device
JP2501238Y2 (en) * 1990-12-28 1996-06-12 アタカ工業株式会社 Aeration device

Also Published As

Publication number Publication date
JPH07328685A (en) 1995-12-19

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