JPH0494728A - Non-clogging aeration sludge reducing device - Google Patents
Non-clogging aeration sludge reducing deviceInfo
- Publication number
- JPH0494728A JPH0494728A JP2213545A JP21354590A JPH0494728A JP H0494728 A JPH0494728 A JP H0494728A JP 2213545 A JP2213545 A JP 2213545A JP 21354590 A JP21354590 A JP 21354590A JP H0494728 A JPH0494728 A JP H0494728A
- Authority
- JP
- Japan
- Prior art keywords
- mixer
- sludge
- gas
- fluid
- pump
- 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
- 239000010802 sludge Substances 0.000 title claims abstract description 20
- 238000005273 aeration Methods 0.000 title description 4
- 239000012530 fluid Substances 0.000 claims abstract description 13
- 238000010521 absorption reaction Methods 0.000 claims description 2
- 239000007788 liquid Substances 0.000 claims 1
- 239000010865 sewage Substances 0.000 abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 8
- 229920006395 saturated elastomer Polymers 0.000 abstract 1
- 229910052760 oxygen Inorganic materials 0.000 description 10
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 9
- 239000001301 oxygen Substances 0.000 description 9
- 239000013505 freshwater Substances 0.000 description 4
- 239000007789 gas Substances 0.000 description 4
- 230000003068 static effect Effects 0.000 description 2
- 208000035404 Autolysis Diseases 0.000 description 1
- 206010057248 Cell death Diseases 0.000 description 1
- 208000006440 Open Bite Diseases 0.000 description 1
- 230000004913 activation Effects 0.000 description 1
- 239000003570 air Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 230000028043 self proteolysis Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002351 wastewater Substances 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
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本装置は汚泥や汚水・淡水・海水等の閉塞性、無閉塞性
の流体に関係なく瞬時に酸素やその他の気体を吸収させ
る装置に関するものである。[Detailed Description of the Invention] [Field of Industrial Application] This device relates to a device that instantly absorbs oxygen and other gases regardless of whether the fluid is occlusive or non-occlusive, such as sludge, sewage, fresh water, or seawater. It is.
[発明が解決しようとする課題]
従来からよく知られている静止型混合器例えばケニック
スミキザー、スルザーミ4−ザー、ハニカムミニ1−サ
ー、イムスタットミキサ−11,S、 G、ミキサー等
は内部構造が複雑であったり、パイプ中央で交差するた
め糸状物質が混入したり、スラッジが混入すると目詰り
が生じてメンテナンスに労力をかけるようになる。[Problems to be Solved by the Invention] Conventionally well-known static mixers such as Kenix Mixer, Sulzer Mixer, Honeycomb Mini 1-Ser, Imstat Mixer 11, S, G, mixer, etc. If the internal structure is complicated or the pipes intersect at the center, filamentous substances or sludge may enter the pipes, clogging may occur and maintenance becomes labor-intensive.
又化学反応によって生じる成長スリー−ルに於いても閉
塞という問題が常に生じて装置の停止が行われほとんど
使用されていない。しかし本発明ではこの流体用定置式
混合装置の出現により閉塞という問題も解決することが
できた。性能的にはハニカムミニザ−、イムスタットミ
キザー、よりも劣るが無閉塞による連続的な稼働が可能
となることより、稼働時間により性能は向上すると考え
てもよい。本装置を実験的に稼働させて連続運転で2年
間閉塞による停止はない。In addition, even in the case of a growth spool produced by a chemical reaction, the problem of clogging always occurs, resulting in the equipment being shut down and hardly used. However, in the present invention, with the advent of this stationary mixing device for fluids, the problem of blockage has also been solved. In terms of performance, it is inferior to the Honeycomb Minizer and Imstat Mixer, but since continuous operation without occlusion is possible, it may be considered that the performance improves with operating time. This device has been experimentally operated and has been in continuous operation for two years without any stoppages due to blockage.
又余剰汚泥を30001の容器に入れて、本装置でり″
−4−ニレ−ジョンを行った所 装置閉塞による停止は
なく 5V3099が48となり汚泥の縮少が確認され
た。Also, put the excess sludge into the 30001 container and exit the device.
-4-Nilesion was performed. There was no shutdown due to equipment blockage, and 5V3099 became 48, confirming a reduction in sludge.
散気管とブロアーによるエアレーションと本装置との性
能を比較した所溶存酸素ゼロの汚水に対して散気管とブ
ロアーによるエアレーションは60分で溶存酸素が21
)l)mに比べて本装置は15分て過飽和となった。A comparison of the performance of aeration using a diffuser tube and a blower and this device shows that for sewage with zero dissolved oxygen, aeration using a diffuser tube and a blower reduces dissolved oxygen to 21% in 60 minutes.
) l) This device became supersaturated in 15 minutes compared to m).
水量は3000 NでB、 O,D IQQppmの汚
水を使用シタ。The amount of water is 3000 N, and the waste water of B, O, and D IQQ ppm is used.
種々の実験により溶存酸素lppm−ヒげるために必要
な動力を算出したところブロアー と散気管(0,5闘
)ては0、088KW7’ppm、本装置ては0.03
3KW、’ppm、となり約(10%の省エネとなる。We calculated the power required to reduce dissolved oxygen lppm through various experiments, and found that it was 0.088KW7'ppm for the blower and diffuser pipe (0.5KW), and 0.03KW for this device.
3KW, 'ppm', which is approximately (10% energy saving).
本装置1回通過による酸素吸収効率は約23.6%得ら
れ、ブロアーと散気管が0.2%と比較して約100倍
の性能差となった。本来汚水処理の原水に酸素を溶存さ
せるには静止型の混合器が効率の面からも非常に良いの
ではあるが目詰まりがあるためになかなか利用されてい
なかっtφ。しかし、本装置の出現により水処理・汚泥
処理等が太き(変化するものと思われる。Oxygen absorption efficiency after one pass through the device was approximately 23.6%, which was approximately 100 times the difference in performance compared to 0.2% for the blower and air diffuser. Originally, static mixers are very efficient in dissolving oxygen in raw water for sewage treatment, but they are not used often because of clogging. However, with the advent of this device, water treatment, sludge treatment, etc. are expected to become more extensive (and change).
「実 施 例] 本発明の1実施例を示す。"Example] An example of the present invention is shown.
本発明は図−1の■ボンゾ■流体用定置式混合装置■コ
ンブレッザー■圧力調整弁■バルブ■逆14二弁より構
成されている。The present invention is composed of the following components shown in Figure 1: 1) Bonzo 2) Stationary mixing device for fluids 2) Compressor 2) Pressure regulating valve 2) Valve 2) Reverse 142 valves.
■より送入された汚泥或は汚水・清水は■の手前で■よ
り圧送される気体と一緒になり同時に■に流入する。The sludge, sewage, and clean water sent from (2) are combined with the gas pumped from (2) before (2), and flow into (2) at the same time.
■の内部ては気体や流体は内部の突起物に衝突するごと
に分散・混合を繰り返し、気体は流体に効率良く吸収さ
れてゆく。Inside (2), gas and fluid are repeatedly dispersed and mixed each time they collide with internal protrusions, and the gas is efficiently absorbed by the fluid.
このことがら■て送入されるものが汚水・清水で、■か
らは空気が圧入されるならば空気は効率良く汚水・清水
中に吸収され水中の溶存酸素は本装置から吐出した瞬間
に20℃の水温であるならば8.841)I)Illの
飽和となって吐出される。Considering this, if the material being fed is sewage or fresh water, and air is forced in from If the water temperature is 8.841) I) Ill, it will be discharged.
汚泥であるならば溶存酸素は効率良(汚泥生物に吸収さ
れ吐出した瞬間の溶存酸素は汚水・清水時よりも高くな
らないが汚泥の活性化を高めることができる。If it is sludge, dissolved oxygen is efficient (dissolved oxygen is absorbed by sludge organisms and the moment it is discharged, it does not become higher than in sewage or fresh water, but it can increase the activation of sludge.
又貯留タンクに汚泥だけを入れて本装置により′リーー
キュレーションすると汚泥は自己消化を促進させてその
ボリュームは減少してゆく。Furthermore, if only sludge is placed in a storage tank and leached by this device, the sludge will promote self-extinguishment and its volume will decrease.
汚泥に使用出来て空気中の酸素吸収により自己消化作用
を促進さ−Uる。It can be used for sludge and promotes autolysis by absorbing oxygen from the air.
これが本装置無閉塞エアレーション汚泥縮少装置の大き
な特徴である。This is a major feature of this non-occlusion aeration sludge reduction device.
■・・・・・ 流体用定置混合装置
■・・・・・・ ポンプ(清水又は汚泥用)■・・・
・・・・・・・ コンプレツサ= (ボンベでも用)■
・・・・ 圧力調整弁
■・ ・・・・ バルブ
■・・・・・・・・・・ 逆止弁
■・・・・・・・・・・ 装置架台■・・・Stationary mixing device for fluids■・・・Pump (for fresh water or sludge)■・・・
・・・・・・ Compressor = (Can also be used with cylinders)■
・・・・ Pressure adjustment valve ■・ ・・・・ Valve ■・・・・・・・・・・ Check valve ■・・・・・・・ Equipment mount
Claims (1)
12月10日に出された流体用定置式混合装置の特性を
更に高めて、ガス吸収用に応用した装置。 2)本装置はポンプの吐出側に流体用定置式混合装置を
配置し、その手前にガス圧入口を設けて、吸収させたい
液体又はスラッジと同じに入るように設計されている。[Claims] 1) This device is a device applied to gas absorption by further improving the characteristics of the stationary fluid mixing device filed in Japanese Patent Application No. 61-294592, filed on December 10, 1986. . 2) This device is designed to have a stationary mixing device for fluids on the discharge side of the pump, and a gas pressure inlet in front of it, so that it enters at the same time as the liquid or sludge to be absorbed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2213545A JPH0494728A (en) | 1990-08-10 | 1990-08-10 | Non-clogging aeration sludge reducing device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2213545A JPH0494728A (en) | 1990-08-10 | 1990-08-10 | Non-clogging aeration sludge reducing device |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0494728A true JPH0494728A (en) | 1992-03-26 |
Family
ID=16640973
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2213545A Pending JPH0494728A (en) | 1990-08-10 | 1990-08-10 | Non-clogging aeration sludge reducing device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0494728A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003305491A (en) * | 2002-04-18 | 2003-10-28 | Purio:Kk | Method for boiling treatment of sewage |
JP2007176061A (en) * | 2005-12-28 | 2007-07-12 | Dainippon Printing Co Ltd | Method for manufacturing article made of paper |
JP2007176063A (en) * | 2005-12-28 | 2007-07-12 | Dainippon Printing Co Ltd | Method for manufacturing article made of paper |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5065053A (en) * | 1973-10-17 | 1975-06-02 | ||
JPS5147238U (en) * | 1974-10-04 | 1976-04-08 | ||
JPS63137742A (en) * | 1986-11-28 | 1988-06-09 | Shichiro Shoda | Gas-liquid mixing apparatus |
-
1990
- 1990-08-10 JP JP2213545A patent/JPH0494728A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5065053A (en) * | 1973-10-17 | 1975-06-02 | ||
JPS5147238U (en) * | 1974-10-04 | 1976-04-08 | ||
JPS63137742A (en) * | 1986-11-28 | 1988-06-09 | Shichiro Shoda | Gas-liquid mixing apparatus |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003305491A (en) * | 2002-04-18 | 2003-10-28 | Purio:Kk | Method for boiling treatment of sewage |
JP2007176061A (en) * | 2005-12-28 | 2007-07-12 | Dainippon Printing Co Ltd | Method for manufacturing article made of paper |
JP2007176063A (en) * | 2005-12-28 | 2007-07-12 | Dainippon Printing Co Ltd | Method for manufacturing article made of paper |
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