JPH0472600B2 - - Google Patents
Info
- Publication number
- JPH0472600B2 JPH0472600B2 JP59136875A JP13687584A JPH0472600B2 JP H0472600 B2 JPH0472600 B2 JP H0472600B2 JP 59136875 A JP59136875 A JP 59136875A JP 13687584 A JP13687584 A JP 13687584A JP H0472600 B2 JPH0472600 B2 JP H0472600B2
- Authority
- JP
- Japan
- Prior art keywords
- flow rate
- sludge
- compressed air
- cake
- incompressible
- 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
Links
Landscapes
- Filtration Of Liquid (AREA)
- Treatment Of Sludge (AREA)
Description
(産業上の利用分野)
本発明は石炭スラリー、無機性汚泥等の非圧縮
性微粒子からなる非圧縮性汚泥の脱水処理方法に
関するものである。
(従来の技術)
一般に汚泥の脱水処理にはフイルタープレスが
広く用いられており、汚泥に圧力を加えて水分を
排出させる加圧処理が行われている。ところが非
圧縮性汚泥に対してはこのような加圧処理を行つ
てもケーキ中の水分含有率を大幅に低下させるこ
とはむずかしく、更にダイアフラムによる付加的
圧縮を行つてもケーキ中の水分含有率を35%以下
とすることは困難であつた。そこで水分含有率を
更に低下させる目的で加圧処理後の濾室内に3〜
6Kg/cm2の圧縮空気を導入してケーキ中の水分を
空気圧により排出させ、併せて濾布面に付着した
水分を除去するとともに濾布からのケーキの剥離
性の改善を図るエアーブロー処理が試みられてい
る。(例えば、特開昭53−67173号公報、特開昭57
−150410号公報)
(発明が解決しようとする問題点)
ところが非圧縮性汚泥は通気性に富む性質を有
するので、エアーブロー処理の際に導入された圧
縮空気により亀裂を生じ易く、大部分の圧縮空気
はその亀裂を無駄に通過して排出されてしまう結
果となるためケーキ中の水分含有率を大幅に低下
させることはできず、非圧性縮汚泥に対しては加
圧処理とエアーブロー処理とを組合せて行つても
ケーキ中の水分含有率を30%以下にすることは困
難とされていた。従つて、非圧縮性汚泥をケーキ
中の水分含有率が更に大幅に低下するまで脱水で
きる脱水処理方法が求められていた。
(問題点を解決するための手段)
本発明はこのような従来の問題点を解決するた
めに完成されたものであり、非圧縮性汚泥を脱水
機をもつて常法により脱水処理したのち濾室内に
圧縮空気を導入してエアーブロー処理を行う非圧
縮性汚泥の脱水処理方法において、エアーブロー
処理により排出される単位時間当りの濾液の流量
を検出し、検出流量が設定流量以上の場合には圧
縮空気の流量や圧力を変更せず、検出流量が設定
流量以下の場合には圧縮空気の流量または圧力を
順次増加させつつケーキ中の水分を排出させるこ
とを特徴とするものである。
次に本発明を図面を参照しつつ更に詳細に説明
すれば、1はフイルタープレスのような脱水機、
2はその濾室であり、汚泥タンク3内の非圧縮性
汚泥は汚泥ポンプ4により送泥バルブ5及び送泥
パイプ6を経て濾室2内へ供給され、常法により
脱水処理されて水分含有率が約40%のケーキとな
る。次に送泥バルブ5を開いたまま、コンプレツ
サー7により加圧されタンク8に貯留された圧縮
空気をバルブ装置9により3〜4Kg/cm2に減圧し
たうえでパイプ15を介して送泥パイプ6内にご
く短時間導入してバツクブロー処理を行う。この
バツクブロー処理は送泥パイプ6中に残留した汚
泥を排除するために行われるものであり、場合に
よつては省略することもできる。次に送泥バルブ
5を閉じバルブ装置9から再び3〜4Kg/cm2の圧
縮空気を濾室2内へ導入してエアーブロー処理を
開始する。このときにはバルブ装置9のうち例え
ば減圧弁10aと電磁弁11aとからなる第1ラ
イン9aが使用され、濾過面積1m2当り0.4〜0.6
m3/分程度の低流量の圧縮空気によるエアーブロ
ー処理が行われる。この結果、非圧縮性汚泥から
なるケーキは亀裂を生ずることなくケーキ中の水
分は圧縮空気により置換され、排出された濾液は
流量計12により流量を検出されつつ濾液タンク
13へ流入することとなるが、2〜3分後に濾液
の流量が例えば100/m2・分程度まで減少した
ときには制御器14によつて第1ライン9aの電
磁弁11aを閉じて、減圧弁10bと電磁弁11
bとからなる第2ライン9bの電磁弁11bを開
き、圧縮空気の流量を例えば0.8m3/分に増加さ
せてエアーブロー処理を継続する。このように多
量の圧縮空気が濾室2内に導かれるとケーキ中か
らの水分の排出は再び活発に行われることとな
り、濾液の流量が再度所定値まで減少したときに
は第3ライン9cの電磁弁11cが開かれて圧縮
空気の流量を例えば1.2m3/分にまで増加させる。
以上の圧縮空気の流量の変化は第2図の折線Aで
示されるとおりであつて、最終的な圧縮空気の単
位時間当り流量を直線Bで示される従来のエアー
ブロー処理法における圧縮空気の単位時間当り流
量よりも大としてもそれ以前のエアーブロー処理
によつてケーキは硬化しているので亀裂を生ずる
ことがなく、ケーキ中の水分は第3図の曲線Aで
示されるとおり水分含有率が20〜25%となるまで
排出される。これに対して従来法では第3図の曲
線Bに示されるように水分含有率を30%以下とす
ることは困難である。また本発明の方法によれば
第4図にAとして示すように濾液量を増加させる
ことができるが、空気量を一定に保つた従来法に
おいては第4図にBとして示したように濾液量は
飽和に達し、時間をかけてもその増加は望めな
い。次に、各種の条件下で本発明方法を実施した
データを従来法と対比して次表に示す。なお、表
中の圧力はタンク8内の元圧を示すものである。
(Industrial Application Field) The present invention relates to a method for dewatering incompressible sludge made of incompressible fine particles such as coal slurry and inorganic sludge. (Prior Art) Generally, filter presses are widely used for dewatering sludge, and pressure treatment is performed in which pressure is applied to sludge to discharge water. However, even if such pressure treatment is applied to incompressible sludge, it is difficult to significantly reduce the moisture content in the cake, and even with additional compression using a diaphragm, the moisture content in the cake is It was difficult to reduce the ratio to 35% or less. Therefore, in order to further reduce the moisture content, 3~
Compressed air of 6 kg/cm 2 is introduced to expel moisture in the cake using air pressure, and an air blow process is performed to remove moisture adhering to the filter cloth surface and improve the peelability of the cake from the filter cloth. is being attempted. (For example, JP-A-53-67173, JP-A-57
(Publication No. 150410) (Problem to be solved by the invention) However, since incompressible sludge has a property of being highly permeable, it tends to crack due to the compressed air introduced during air blowing, and most of the Compressed air wastefully passes through the cracks and is discharged, making it impossible to significantly reduce the moisture content in the cake.For non-compressible compressed sludge, pressurization treatment and air blow treatment are required. It was considered difficult to reduce the moisture content in the cake to 30% or less even by combining the above methods. Therefore, there has been a need for a dewatering method that can dewater incompressible sludge until the water content in the cake is further significantly reduced. (Means for Solving the Problems) The present invention was completed in order to solve these conventional problems, and involves dewatering incompressible sludge using a dehydrator using a conventional method, and then filtering it. In a dewatering method for non-compressible sludge that involves introducing compressed air into the room and performing air blow treatment, the flow rate of filtrate per unit time discharged by air blow treatment is detected, and if the detected flow rate is higher than the set flow rate, This method is characterized in that the flow rate or pressure of compressed air is not changed, and when the detected flow rate is less than a set flow rate, the flow rate or pressure of compressed air is sequentially increased while draining the moisture in the cake. Next, the present invention will be explained in more detail with reference to the drawings. 1 is a dehydrator such as a filter press;
2 is its filter chamber, and the incompressible sludge in the sludge tank 3 is supplied into the filter chamber 2 by a sludge pump 4 via a sludge valve 5 and a sludge pipe 6, and is dehydrated by a conventional method to remove moisture. The cake will have a ratio of about 40%. Next, with the mud feeding valve 5 open, the compressed air pressurized by the compressor 7 and stored in the tank 8 is reduced to 3 to 4 kg/cm 2 by the valve device 9, and then passed through the pipe 15 to the mud feeding pipe 6. It is introduced into the interior for a very short period of time to perform back blowing treatment. This back blowing process is performed to remove the sludge remaining in the sludge pipe 6, and may be omitted depending on the case. Next, the mud feeding valve 5 is closed and compressed air of 3 to 4 kg/cm 2 is again introduced into the filter chamber 2 from the valve device 9 to start the air blowing process. At this time, the first line 9a consisting of a pressure reducing valve 10a and a solenoid valve 11a of the valve device 9 is used, and the filtration area is 0.4 to 0.6 per m2 .
Air blow treatment is performed using compressed air at a low flow rate of about m 3 /min. As a result, the cake made of incompressible sludge does not crack, the moisture in the cake is replaced by compressed air, and the discharged filtrate flows into the filtrate tank 13 while its flow rate is detected by the flow meter 12. However, when the flow rate of the filtrate decreases to about 100/m 2 ·min after 2 to 3 minutes, the controller 14 closes the solenoid valve 11a of the first line 9a and closes the pressure reducing valve 10b and the solenoid valve 11.
The solenoid valve 11b of the second line 9b consisting of the second line 9b is opened, the flow rate of the compressed air is increased to, for example, 0.8 m 3 /min, and the air blowing process is continued. When a large amount of compressed air is introduced into the filter chamber 2 in this way, the moisture from the cake is actively discharged again, and when the flow rate of the filtrate decreases to a predetermined value again, the electromagnetic valve in the third line 9c 11c is opened to increase the flow rate of compressed air to, for example, 1.2 m 3 /min.
The above change in the flow rate of compressed air is as shown by the broken line A in Figure 2, and the final flow rate per unit time of compressed air is shown by the straight line B, which is the unit of compressed air in the conventional air blow treatment method. Even if the flow rate is higher than the flow rate per hour, the cake has been hardened by the air blowing process before that, so no cracks will occur, and the moisture content in the cake will decrease as shown by curve A in Figure 3. It is discharged until it reaches 20-25%. On the other hand, in the conventional method, it is difficult to reduce the water content to 30% or less, as shown by curve B in FIG. Furthermore, according to the method of the present invention, the amount of filtrate can be increased as shown as A in FIG. has reached saturation and cannot be expected to increase over time. Next, data obtained by implementing the method of the present invention under various conditions are shown in the following table in comparison with the conventional method. Note that the pressure in the table indicates the original pressure inside the tank 8.
【表】【table】
【表】
以上のように濾液の流量が所定値まで減少した
ときに圧縮空気の流量を段階的に増加させる方法
のほか、濾液の流量に対応させて圧縮空気の流量
を連続的に増加させてもよく、また、圧縮空気の
流量を増加させるほかその圧力を増加させる方法
を採つてもよい。更にまた、本発明の方法はフイ
ルタープレスに限らず、ベルトプレス機、真空脱
水機等の他の脱水機にも適用できるものである。
(発明の効果)
本発明は以上の説明からも明らかなように、エ
アーブロー処理により排出される濾液の流量を検
出し、その流量に対応させて圧縮空気の流量また
は圧力を順次増加させつつケーキ中の水分を排出
させるものであるから、亀裂を生じ易いエアーブ
ロー開始時には低流量あるいは低圧の圧縮空気を
導入し、次第に脱水が進行するにつれてより強力
なエアーブロー処理を行うことができ、従来のエ
アーブロー処理によつては30%以下にすることが
困難であつた非圧縮性汚泥のケーキ中の水分含有
率を22〜25%にまで低下させることができる。し
かも、ケーキに亀裂が生ずることがないので総空
気量及びランニングコストを大幅に削減すること
ができ、また、ケーキからの水分の排出状況を濾
液の流量により検出しつつ圧縮空気の流量または
圧力を順次増加させるので作動時間に無駄を生ず
ることがなく、能率良く脱水処理を行うことがで
きるものである。よつて本発明は従来の非圧縮性
汚泥の脱水処理方法の問題点を解決したものとし
て産業の発展に寄与するところは極めて大きいも
のがある。[Table] In addition to the method of increasing the flow rate of compressed air in stages when the flow rate of filtrate decreases to a predetermined value as described above, there is also a method of increasing the flow rate of compressed air continuously in response to the flow rate of filtrate. Alternatively, in addition to increasing the flow rate of compressed air, a method of increasing its pressure may also be adopted. Furthermore, the method of the present invention is applicable not only to filter presses but also to other dehydrators such as belt presses and vacuum dehydrators. (Effects of the Invention) As is clear from the above description, the present invention detects the flow rate of the filtrate discharged by air blowing, and sequentially increases the flow rate or pressure of compressed air in accordance with the detected flow rate, and Since the water inside is discharged, low flow rate or low pressure compressed air is introduced at the start of air blowing, which tends to cause cracks, and as dehydration progresses, a more powerful air blowing process can be performed. The water content in the cake of incompressible sludge, which was difficult to reduce to 30% or less by air blowing, can be reduced to 22-25%. Moreover, since no cracks occur in the cake, the total amount of air and running costs can be significantly reduced.Also, the state of water discharge from the cake can be detected by the flow rate of the filtrate, and the flow rate or pressure of the compressed air can be controlled. Since the number is increased sequentially, there is no wastage of operating time, and the dehydration process can be carried out efficiently. Therefore, the present invention greatly contributes to the development of industry as it solves the problems of the conventional dewatering treatment method for incompressible sludge.
第1図は本発明方法の実施に用いられる装置の
一例を示す配置説明図、第2図は本発明方法の実
施例におけるエアーブロー時間と空気量との関係
を示すグラフ、第3図は同じくエアーブロー時間
と水分含有率との関係を示すグラフ、第4図はエ
アーブロー時間と濾液量との関係を示すグラフで
ある。
1:脱水機、2:濾室、9:バルブ装置、1
2:流量計。
Fig. 1 is an explanatory layout diagram showing an example of a device used to implement the method of the present invention, Fig. 2 is a graph showing the relationship between air blow time and air amount in an embodiment of the method of the present invention, and Fig. 3 is the same. A graph showing the relationship between air blow time and moisture content, and FIG. 4 is a graph showing the relationship between air blow time and filtrate amount. 1: Dehydrator, 2: Filter chamber, 9: Valve device, 1
2: Flowmeter.
Claims (1)
水処理したのち濾室内に圧縮空気を導入してエア
ーブロー処理を行う非圧縮性汚泥の脱水処理方法
において、エアーブロー処理により排出される単
位時間当りの濾液の流量を検出し、検出流量が設
定流量以上の場合には圧縮空気の流量や圧力を変
更せず、検出流量が設定流量以下の場合には圧縮
空気の流量または圧力を順次増加させつつケーキ
中の水分を排出させることを特徴とする非圧縮性
汚泥の脱水処理方法。1 In a dewatering method for incompressible sludge in which incompressible sludge is dehydrated using a dehydrator using a conventional method and then compressed air is introduced into the filter chamber to perform air blow treatment, the unit discharged by air blow treatment. The flow rate of filtrate per hour is detected, and if the detected flow rate is higher than the set flow rate, the compressed air flow rate or pressure is not changed, and if the detected flow rate is lower than the set flow rate, the compressed air flow rate or pressure is increased sequentially. A method for dewatering incompressible sludge, which is characterized by draining water in a cake while dewatering the cake.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59136875A JPS6115715A (en) | 1984-07-02 | 1984-07-02 | Dehydration treatment of non-compressible sludge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59136875A JPS6115715A (en) | 1984-07-02 | 1984-07-02 | Dehydration treatment of non-compressible sludge |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6115715A JPS6115715A (en) | 1986-01-23 |
JPH0472600B2 true JPH0472600B2 (en) | 1992-11-18 |
Family
ID=15185569
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP59136875A Granted JPS6115715A (en) | 1984-07-02 | 1984-07-02 | Dehydration treatment of non-compressible sludge |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6115715A (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5753703B2 (en) * | 2011-02-24 | 2015-07-22 | 株式会社共立 | Filter press dewatering device and control method thereof |
JP2019209257A (en) * | 2018-06-05 | 2019-12-12 | 株式会社三鷹工業所 | Filter press |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5710800A (en) * | 1980-06-25 | 1982-01-20 | Shibaura Eng Works Co Ltd | Jet pump |
JPS57150410A (en) * | 1981-03-13 | 1982-09-17 | Japan Organo Co Ltd | Pressurized dehydrating method |
-
1984
- 1984-07-02 JP JP59136875A patent/JPS6115715A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5710800A (en) * | 1980-06-25 | 1982-01-20 | Shibaura Eng Works Co Ltd | Jet pump |
JPS57150410A (en) * | 1981-03-13 | 1982-09-17 | Japan Organo Co Ltd | Pressurized dehydrating method |
Also Published As
Publication number | Publication date |
---|---|
JPS6115715A (en) | 1986-01-23 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
EXPY | Cancellation because of completion of term |