JPH046440B2 - - Google Patents
Info
- Publication number
- JPH046440B2 JPH046440B2 JP58191361A JP19136183A JPH046440B2 JP H046440 B2 JPH046440 B2 JP H046440B2 JP 58191361 A JP58191361 A JP 58191361A JP 19136183 A JP19136183 A JP 19136183A JP H046440 B2 JPH046440 B2 JP H046440B2
- Authority
- JP
- Japan
- Prior art keywords
- sludge
- weight
- pulverized coal
- added
- cake
- 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
- 239000010802 sludge Substances 0.000 claims description 70
- 239000003245 coal Substances 0.000 claims description 33
- 239000007787 solid Substances 0.000 claims description 20
- 238000000034 method Methods 0.000 claims description 12
- 230000005484 gravity Effects 0.000 claims description 4
- 238000004062 sedimentation Methods 0.000 claims description 4
- 235000012970 cakes Nutrition 0.000 description 25
- 239000000654 additive Substances 0.000 description 6
- 238000002474 experimental method Methods 0.000 description 6
- 230000000052 comparative effect Effects 0.000 description 5
- 239000007788 liquid Substances 0.000 description 5
- 239000010865 sewage Substances 0.000 description 5
- 230000007423 decrease Effects 0.000 description 4
- 239000004744 fabric Substances 0.000 description 4
- 239000002002 slurry Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 125000002091 cationic group Chemical group 0.000 description 2
- 239000011362 coarse particle Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- FAIIFDPAEUKBEP-UHFFFAOYSA-N Nilvadipine Chemical compound COC(=O)C1=C(C#N)NC(C)=C(C(=O)OC(C)C)C1C1=CC=CC([N+]([O-])=O)=C1 FAIIFDPAEUKBEP-UHFFFAOYSA-N 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 125000000129 anionic group Chemical group 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 239000006227 byproduct Substances 0.000 description 1
- 239000000701 coagulant Substances 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 235000021463 dry cake Nutrition 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 230000003311 flocculating effect Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
- 239000011325 microbead Substances 0.000 description 1
- 239000012452 mother liquor Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 238000010298 pulverizing process Methods 0.000 description 1
- 239000010801 sewage sludge Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Landscapes
- Treatment Of Sludge (AREA)
Description
この発明は汚泥スラツジの脱水方法に関する。
下水終末処理場で発生する消化汚泥の中には高
アルカリ性や固形分の非常に多量のものがあり、
これらの下水を処理するには、有機凝集剤を使用
して下水中のスラツジ固形分を凝集させ、その濃
縮スラツジをフイルタプレスで加圧圧縮して脱水
することが知られている。しかしながら上記の有
機凝集剤でスラツジを凝集させる方法では、スラ
ツジ固形分中の有機成分が75%未満である沈殿ス
ラツジの場合には、フイルタプレスにより得られ
るケークの含水率が多く、ケークを燃焼処理する
ことは困難である。
これらの問題を解決するものとして、重力沈殿
によつてスラツジ固形分が0.5〜5.0重量%に濃縮
された沈殿スラツジに有機凝集剤を加えることに
よつてスラツジ固形物6〜14重量%に濃縮し、こ
の濃縮スラツジに微粒子の石炭又は灰又はそれら
の混合物を添加し、これら添加剤の混入前、同時
に又はその後に更にスラツジ固形物1t当り有機凝
集剤2〜8Kgで処理し、次いでフイルタプレスで
脱水する方法が提案されている(特開昭57−
117311号公報参照)。この提案の方法は、プレス
ケークの含水率は少なく、ボイラーなどで十分に
焼却することができるが、微粒子状の石炭又は焼
却灰の添加物の量が多く、またフイルタプレスに
おける過時間が長くなり、さらに有機凝集剤を
2回に分けて添加するために操作が厄介になると
いう問題がある。
本発明者は上記の問題について検討した結果、
この発明を達成するに至つた。
すなわちこの発明は、汚泥の重力沈殿によつて
濃縮された沈殿スラツジに有機凝集剤を加えるに
先立つて、微粉炭又は焼却灰を一次添加し、次い
で上記有機凝集剤を加えて混合攪拌したのち、ス
クリーンを通して水分を除き、得られた濃縮スラ
ツジにスラツジ固形物1重量部に対して0.2〜
0.75重量部の微粉炭又は焼却灰を一次添加量との
合計添加量が0.95重量部を超えないように二次添
加し、上記二次添加により沈降した濃縮スラツジ
を機械的手段で圧縮脱水することを特徴とする汚
泥スラツジの脱水方法である。
下水汚泥を沈殿池にて重力沈殿させることによ
つてスラツジ固形物が0.5〜5.0重量%に濃縮され
て沈殿スラツジが得られる。沈殿スラツジ中のス
ラツジ固形物量は、汚泥中に含有されるスラツジ
の性状、濃度、沈殿時間等によつて左右される
が、後工程処理のためには、上記の濃度範囲が好
適である。
上記沈殿スラツジに有機凝集剤を加えるに先立
つて、微粉炭又は焼却灰を一次添加し混合攪拌す
る。微粉炭又は焼却灰の添加量は、沈殿スラツジ
中のスラツジ固形物1重量部に対して0.2〜0.75
重量部が好ましく、添加量が0.2重量部未満であ
ると濃縮スラツジの過速度が低下し、またケー
クの含水率が大きくなつて焼却しにくくなる。添
加量が0.75重量部を越えると、濃縮スラツジの
過速度が低下し、また添加量が多くなつてコスト
高となり、処理容量が大きくなつて操作が厄介と
なる。
微粉炭又は焼却灰を一次添加し、混合攪拌した
沈殿スラツジに、有機凝集剤を加えて混合する。
上記の微粉炭又は焼却灰を一次添加混合の結果、
スラツジは有機凝集剤によつて凝集されて通水性
のよい粗大粒子に形成され、この粗大粒子は安定
な汚泥フロツクとして液から分離される。
上記有機凝集剤の添加量は、スラツジ固形物1t
に対して2〜12Kg(固形分)が好ましく、2Kg未
満のときは、上記のスラツジが分離しにくくな
り、12Kgを越える場合は、母液の粘度が上昇し、
また濃縮スラツジを過するに際して布の目詰
まりを生ずる。
上記有機凝集剤は、カチオン系が好適である
が、汚泥の種類によつてはアニオン系、又は両系
の混合物が使用される。
上記の汚泥フロツクは、金網、布帛などのスク
リーンによつて液から分離され、この汚泥フロツ
クにさらに微粉炭又は焼却灰を添加混合すること
によつて、前者フロツクの上に微粉炭又は焼却灰
をまぶした水切りのよいフロツクとなる。上記汚
泥フロツクに二次添加される微粉炭又は焼却灰の
添加量は、スラツジ固形物1重量部に対して0.2
〜0.75重量部である。上記一次添加量と二次添加
量との合計はスラツジ固形物1重量部に対して
0.95重量部以下であり、一次、二次添加量の合計
が0.95重量部を越えると添加物量が多くなるため
にコスト高となり、処理容量が大きくなつて処理
操作が厄介となる。
上記濃縮スラツジは機械的手段、たとえばフイ
ルタプレスに供給され、フイルタプレスの板に
展張されている布によつて過され、布間の
室に固形物がケークとなつて堆積され、過が
終了した状態で、上記ケークに流体圧を加えて加
圧圧縮してケーク中の水分を除去して圧縮ケーク
とし、しかるのちフイルタプレスの板を離開し
て圧縮ケークを取出すのである。この圧縮ケーク
の含水率は約40〜65重量%である。
この発明の方法において使用される微粉炭は、
選炭工場にて副生される微粉炭又は石炭を粉砕し
た微粉炭が好適である。また焼却灰は、下水処理
場にてケークを焼却して得られる焼却灰が一般的
に使用される。微粉炭、焼却灰は100メツシユ以
上のふるいのふるい下が好ましい。
濃縮スラツジを圧縮脱水する機械的手段は、上
記のフイルタプレスのほかに竪型圧搾過機、箱
型回転圧搾機、圧縮型ベルトプレスなども使用さ
れる。
この発明の方法によると、前記した有機凝集剤
を二度に分けて加え、微粉炭および焼却灰を一度
にまとめて添加する公知の方法に比べて、微粉
炭、焼却灰の全添加量が少なくてコスト安とな
り、かつ沈殿スラツジの過速度が大きくなつて
過時間が短く、1サイクルの時間が短縮でき
る。さらにケーク中の有機成分が多くなるので燃
焼し易くなり、燃料としての有効利用が可能とな
る。さらにまた、焼却による焼却灰は減少され
る。
以下にこの発明の実施例を説明する。
実施例
生活下水終末処理槽における汚泥を処理し、こ
の汚泥はスラツジ固形物濃度3.1重量%(このう
ちの2.21重量%は粗繊維乾燥固形分である)にし
て、スラツジの強熱減量は乾燥固形分として49.6
%であり、またアルカリ度は8700mgCaCO3/Kg
液、PHは7.9であつた。上記の沈殿スラツジ
に、100メツシユのふるいを通つた焼却灰、また
は微粉炭(商品名エスコール15、揮発分43%、灰
分15%、200メツシユのふるい下40〜60重量%、
北炭化成工業社製)を一次添加して混合攪拌し
て、スラツジの粒度を大きくし、しかるのちにカ
チオン系有機凝集剤(商品名ゼタツク57、マイク
ロビーズ状、英国アライドコロイド社製)を濃度
0.2%の水溶液として添加攪拌してスラツジをフ
ロツク化し、このフロツクをスクリーン(網目60
メツシユ)を通して水分を除き、この濃度スラリ
ーに上記と同様の微粉炭又は焼却灰を二次的添加
混和し、この濃縮スラツジを単式フイルタプレス
に供給した。フイルタプレスの過圧力は4Kg/
cm2、過時間は8分にして、板間に展張された
布間にケークが堆積され、このケークに20Kg/
cm2の圧縮圧力を20分間加えてケークを圧搾してケ
ーク中の水分を除去する。しかるのちフイルタプ
レスの板を開いて圧縮ケークを取出す。なお、
フイルタプレスによる1サイクルの時間は38分間
とした。
上記実施例における焼却灰、又は微粉炭の一次
添加量、有機凝集剤添加量、微粉炭又は焼却灰の
二次添加量、およびケーク水分率、逆算スラリー
濃度、濃縮スラツジの正味の平均過速度などを
下記表に示す。なお、有機凝集剤添加の前、後の
いずれかに一度に微粉炭を混和した場合、および
一次、二次添加量が所定より大きい場合を比較例
として示した。
This invention relates to a method for dewatering sludge sludge. Some of the digested sludge generated at sewage treatment plants is highly alkaline and contains a very large amount of solids.
In order to treat such sewage, it is known to use an organic flocculant to flocculate the sludge solid content in the sewage, and then dehydrate the concentrated sludge by compressing it under pressure with a filter press. However, in the method of flocculating sludge with the above-mentioned organic flocculant, in the case of precipitated sludge in which the organic component in the solid content of the sludge is less than 75%, the moisture content of the cake obtained by filter press is high, and the cake is subjected to combustion treatment. It is difficult to do so. As a solution to these problems, the sludge solids can be concentrated to 6-14% by weight by adding an organic flocculant to the settled sludge, which has been concentrated to 0.5-5.0% by weight by gravity sedimentation. , fine-grained coal or ash or a mixture thereof is added to this concentrated sludge, and before, simultaneously or after the incorporation of these additives, it is further treated with 2 to 8 kg of organic flocculant per ton of sludge solids, and then dewatered in a filter press. A method has been proposed to
(See Publication No. 117311). In this proposed method, the moisture content of the press cake is low and it can be incinerated sufficiently in a boiler, etc., but it requires a large amount of particulate coal or incineration ash additives, and the elapsed time in the filter press is long. Furthermore, since the organic flocculant is added in two steps, there is a problem that the operation becomes complicated. As a result of considering the above problem, the inventor has found that
This invention has been achieved. That is, in this invention, prior to adding an organic flocculant to precipitated sludge that has been concentrated by gravity sedimentation of sludge, pulverized coal or incinerated ash is first added, and then the organic flocculant is added and mixed and stirred. Water is removed through a screen, and the resulting concentrated sludge is mixed with 0.2~1 part by weight of sludge solids.
Secondary addition of 0.75 parts by weight of pulverized coal or incineration ash such that the total addition amount with the primary addition does not exceed 0.95 parts by weight, and compressing and dewatering the concentrated sludge settled by the above secondary addition by mechanical means. This is a method for dewatering sludge sludge. By gravity settling the sewage sludge in a settling tank, the sludge solids are concentrated to 0.5 to 5.0% by weight and a precipitated sludge is obtained. The amount of sludge solids in the settled sludge depends on the properties, concentration, settling time, etc. of the sludge contained in the sludge, but the above concentration range is suitable for post-process treatment. Prior to adding an organic flocculant to the above-mentioned precipitated sludge, pulverized coal or incinerated ash is first added and mixed and stirred. The amount of pulverized coal or incineration ash added is 0.2 to 0.75 parts by weight of sludge solids in the precipitated sludge.
Parts by weight are preferred, and if the amount added is less than 0.2 parts by weight, the overspeed of the concentrated sludge will decrease and the moisture content of the cake will increase, making it difficult to incinerate. If the amount added exceeds 0.75 parts by weight, the overspeed of the concentrated sludge will decrease, and the amount added will increase, resulting in high costs, and the processing capacity will increase, making operation difficult. An organic flocculant is added and mixed to the precipitated sludge to which pulverized coal or incinerated ash is primarily added and mixed and stirred.
As a result of the primary addition and mixing of the above pulverized coal or incineration ash,
The sludge is flocculated by an organic flocculant to form coarse particles with good water permeability, and these coarse particles are separated from the liquid as stable sludge flocs. The amount of the above organic flocculant added is 1 t of sludge solids.
2 to 12 kg (solid content) is preferable, and if it is less than 2 kg, the sludge will be difficult to separate, and if it exceeds 12 kg, the viscosity of the mother liquor will increase,
Also, when filtering the concentrated sludge, the cloth becomes clogged. The above-mentioned organic flocculant is preferably a cationic flocculant, but depending on the type of sludge, an anionic flocculant or a mixture of both types may be used. The above sludge flocs are separated from the liquid by a screen such as a wire mesh or cloth, and by further adding and mixing pulverized coal or incinerated ash to the sludge flocs, pulverized coal or incinerated ash is placed on top of the former flocs. It becomes a flocculent that drains well. The amount of pulverized coal or incineration ash added to the sludge flocs is 0.2 parts by weight per 1 part by weight of the sludge solids.
~0.75 parts by weight. The sum of the above primary addition amount and secondary addition amount is based on 1 part by weight of the sludge solids.
If the total amount of primary and secondary additives exceeds 0.95 parts by weight, the amount of additives will increase, resulting in high costs, and the processing capacity will increase, making processing operations complicated. The concentrated sludge is fed by mechanical means, such as a filter press, and passed through a cloth stretched across the plates of the filter press, solids being deposited in the form of a cake in the chambers between the cloths, and the filtration is completed. In this state, the cake is compressed by applying fluid pressure to remove water in the cake to form a compressed cake, and then the plate of the filter press is separated to take out the compressed cake. The moisture content of this compressed cake is approximately 40-65% by weight. The pulverized coal used in the method of this invention is
Pulverized coal produced as a by-product at a coal preparation factory or pulverized coal obtained by pulverizing coal is suitable. In addition, incineration ash obtained by incinerating cake at a sewage treatment plant is generally used. Pulverized coal and incineration ash are preferably placed under a sieve of 100 mesh or more. Mechanical means for compressing and dewatering the concentrated sludge include, in addition to the above-mentioned filter press, a vertical filter press, a box-type rotary press, a compression belt press, and the like. According to the method of this invention, the total amount of pulverized coal and incinerated ash added is smaller compared to the known method of adding the above-mentioned organic flocculant in two parts and adding pulverized coal and incinerated ash all at once. This reduces the cost, increases the overspeed of the settling sludge, shortens the elapsed time, and shortens the time for one cycle. Furthermore, since the amount of organic components in the cake increases, it becomes easier to burn and can be effectively used as a fuel. Furthermore, incineration ash from incineration is reduced. Examples of the present invention will be described below. Example Sludge in a domestic sewage final treatment tank was treated, and the sludge was made to have a sludge solid concentration of 3.1% by weight (of which 2.21% by weight was crude fiber dry solids), and the ignition loss of the sludge was 49.6 minutes
%, and the alkalinity is 8700mgCaCO 3 /Kg
The pH of the liquid was 7.9. To the above sedimentation sludge, incineration ash passed through a 100 mesh sieve or pulverized coal (trade name Escor 15, volatile content 43%, ash content 15%, 40 to 60% by weight after passing through a 200 mesh sieve,
The particle size of the sludge is increased by first adding sludge (manufactured by Hokutan Kasei Kogyo Co., Ltd.) and stirring to increase the particle size of the sludge.Then, a cationic organic flocculant (product name: Zetatsuku 57, microbeads, manufactured by Allied Colloids, UK) is added to the sludge at a high concentration.
The sludge is added as a 0.2% aqueous solution and stirred to form a floc, and the floc is passed through a screen (60 mesh
Moisture was removed through a mesh), pulverized coal or incinerated ash similar to the above was added to this concentrated slurry as a secondary addition, and this concentrated sludge was fed to a single filter press. Overpressure of filter press is 4Kg/
cm 2 and the elapsed time was 8 minutes, a cake was deposited between the cloth spread between the plates, and 20 kg/kg was deposited on this cake.
The moisture in the cake is removed by squeezing the cake by applying a compression pressure of cm 2 for 20 minutes. Then, open the plate of the filter press and remove the compressed cake. In addition,
The time for one cycle using the filter press was 38 minutes. The primary addition amount of incineration ash or pulverized coal, the addition amount of organic coagulant, the secondary addition amount of pulverized coal or incineration ash, cake moisture content, back-calculated slurry concentration, net average overspeed of concentrated sludge, etc. in the above examples. are shown in the table below. In addition, a case where pulverized coal was mixed at once either before or after addition of the organic flocculant, and a case where the primary and secondary addition amounts were larger than a predetermined amount were shown as comparative examples.
【表】
上記表における焼却灰、微粉炭の一次添加量お
よび二次微粉炭添加量は、スラツジ固形物に対す
る重量%,凝集剤添加量はスラツジ固形物1重量
部に対するppm重量部、ケーク水分率は湿潤ケー
ク中の水分率%,逆算スラリー濃度は、式
ケーク乾燥重量/液量+圧搾液量+ケーク重量×10
0
より算出した濃縮スラツジの濃度(%)であり、
また平均過速度は、フイルタプレスの単位面
積、単位時間当りの正味の乾ケーク過重量にし
てKg/m2・時間の単位である。
上記表でみられるように、実施例の各実験No.
は、比較例に比べて平均過速度が大きい。実施
例の実験No.3でみられるように有機凝集剤の添加
量が多少変化しても、また実験No.4でみられるよ
うに一次添加物として焼却灰の代わりに微粉炭を
使用してもケーク水分率、平均過速度に大差が
ない。二次添加物においては微粉炭の代わりに焼
却灰を使用してもケークの水分率、平均過速度
に大差がない。また比較例の実験No.1,2,3で
みられるように一次または二次のいずれかで、多
量の微粉炭を一度に添加した場合は平均過速度
が低下する。また比較例の実験No.4でみられるよ
うに、一次添加に焼却灰を、二次添加に微粉炭を
添加する場合、その合計量が95重量%以上である
と平均過速度は低下する。さらに比較例の実験
No.5でみられるように、二次添加に焼却灰を比較
的少量添加した場合は、ケーク水分率は大きく、
平均過速度は著しく低下する。[Table] In the above table, the primary addition amount of incinerated ash, pulverized coal, and secondary pulverized coal addition amount are weight % based on the sludge solids, the flocculant addition amount is ppm weight part based on 1 weight part of the sludge solid content, and the cake moisture content. is the moisture percentage in the wet cake, and the slurry concentration is calculated by the formula: cake dry weight/liquid volume + squeezed liquid volume + cake weight x 10
The concentration (%) of concentrated sludge calculated from 0,
The average overspeed is expressed as the net dry cake overweight per unit area and unit time of the filter press in units of Kg/m 2 ·hour. As seen in the table above, each experiment No.
The average overspeed is larger than that of the comparative example. Even if the amount of organic flocculant added changes somewhat, as seen in Experiment No. 3 of the Examples, or if pulverized coal is used instead of incinerated ash as the primary additive, as seen in Experiment No. 4, There is also no significant difference in cake moisture content and average overspeed. As for secondary additives, even if incineration ash is used instead of pulverized coal, there is no significant difference in the moisture content of the cake or the average overspeed. Furthermore, as seen in Experiment Nos. 1, 2, and 3 of the comparative example, when a large amount of pulverized coal is added at once, either in the primary or secondary process, the average overspeed decreases. Further, as seen in Experiment No. 4 of the comparative example, when incinerated ash is added as the primary addition and pulverized coal is added as the secondary addition, the average overspeed decreases when the total amount is 95% by weight or more. Further comparative example experiments
As seen in No. 5, when a relatively small amount of incinerated ash is added as a secondary addition, the moisture content of the cake is large;
The average overspeed is significantly reduced.
Claims (1)
ツジに有機凝集剤を加えるに先立つて、微粉炭又
は焼却灰を一次添加し、次いで上記有機凝集剤を
加えて混合攪拌したのち、スクリーンを通して水
分を除き、得られた濃縮スラツジにスラツジ固形
物1重量部に対して0.2〜0.75重量部の微粉炭又
は焼却灰を一次添加量との合計添加量が0.95重量
部を超えないように二次添加し、しかるのち上記
二次添加により沈降した濃縮スラツジを機械的手
段で圧縮脱水することを特徴とする汚泥スラツジ
の脱水方法。 2 微粉炭又は焼却灰の一次添加量がスラツジ固
形物1重量部に対して0.2〜0.75重量部である特
許請求の範囲第1項記載の汚泥スラツジの脱水方
法。[Claims] 1. Prior to adding an organic flocculant to the precipitated sludge concentrated by gravity sedimentation of sludge, pulverized coal or incinerated ash was first added, and then the organic flocculant was added and mixed and stirred. After that, moisture is removed through a screen, and the resulting concentrated sludge is mixed with 0.2 to 0.75 parts by weight of pulverized coal or incinerated ash per 1 part by weight of the sludge solids, with the total addition amount not exceeding 0.95 parts by weight including the primary addition amount. A method for dewatering sludge sludge, which comprises performing secondary addition as described above, and then compressing and dewatering the concentrated sludge precipitated by the secondary addition using mechanical means. 2. The method for dewatering sludge sludge according to claim 1, wherein the primary addition amount of pulverized coal or incineration ash is 0.2 to 0.75 parts by weight per 1 part by weight of sludge solids.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58191361A JPS6082200A (en) | 1983-10-13 | 1983-10-13 | Dehydrating method of sludge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58191361A JPS6082200A (en) | 1983-10-13 | 1983-10-13 | Dehydrating method of sludge |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6082200A JPS6082200A (en) | 1985-05-10 |
| JPH046440B2 true JPH046440B2 (en) | 1992-02-05 |
Family
ID=16273296
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP58191361A Granted JPS6082200A (en) | 1983-10-13 | 1983-10-13 | Dehydrating method of sludge |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6082200A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103613268B (en) * | 2013-12-03 | 2016-03-30 | 湖南科技大学 | A kind of sludge dehydration conditioner and deep dehydration method thereof |
-
1983
- 1983-10-13 JP JP58191361A patent/JPS6082200A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6082200A (en) | 1985-05-10 |
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