JPH047094A - Treatment of excessive sludge in activated sludge treatment - Google Patents
Treatment of excessive sludge in activated sludge treatmentInfo
- Publication number
- JPH047094A JPH047094A JP2107340A JP10734090A JPH047094A JP H047094 A JPH047094 A JP H047094A JP 2107340 A JP2107340 A JP 2107340A JP 10734090 A JP10734090 A JP 10734090A JP H047094 A JPH047094 A JP H047094A
- Authority
- JP
- Japan
- Prior art keywords
- activated sludge
- sludge
- treatment
- aeration tank
- overflow
- 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
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
- Biological Treatment Of Waste Water (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、廃水等の活性汚泥処理において、無機系活性
汚泥固定化担体を使用する場合に発生する余剰汚泥の処
理方法に関する。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for treating surplus sludge generated when an inorganic activated sludge immobilization carrier is used in activated sludge treatment of wastewater, etc.
(従来の技術)
たとえば特開昭63−42796号公報や特開昭63−
126599号公報に示されるように、廃水等を生物学
的に処理↑る方法として、活性汚泥の仔在する曝気槽内
で処理した後活性汚泥と処理水とを沈降分離し、処理水
は放流し、沈降した汚泥は曝気槽で再利用する方法が知
られている。(Prior art) For example, JP-A-63-42796 and JP-A-63-
As shown in Publication No. 126599, as a method for biologically treating wastewater, etc., activated sludge is treated in an aeration tank containing activated sludge, and then activated sludge and treated water are separated by sedimentation, and the treated water is discharged. However, it is known that the settled sludge can be reused in an aeration tank.
曝気槽において活性汚泥は廃水から801.)、リン化
合物、アンモニア化合物等を分解、除去するのであるが
、処理に伴って活性汚泥の量が増加するので、適宜余剰
汚泥として別途処理する必要がある。In the aeration tank, activated sludge is extracted from wastewater. ), phosphorus compounds, ammonia compounds, etc., but the amount of activated sludge increases with the treatment, so it is necessary to separately treat it as excess sludge.
この余剰汚泥の処理として従来から行われているのは、
余剰汚泥を濃縮、脱水後、そのまま埋立等に利用する、
メタン発酵により消化分解させて減量した上で埋立等に
利用する、または焼却し、焼却灰を埋立等に利用する等
であった。Traditionally, this surplus sludge has been treated by:
After thickening and dewatering excess sludge, use it as is for landfill, etc.
The waste was digested and decomposed through methane fermentation to reduce its weight and then used for landfilling, etc., or it was incinerated and the incinerated ash was used for landfilling.
(発明が解決しようとする課題)
ところで、特開昭63−42796号公報や特開昭63
−126599号公報にも示されるように、最近は曝気
槽内における活性汚泥処理の効率を高めるため、無機基
の担体を添加することにより活性汚泥を固定化して高濃
度とする方法が採用されるようになってさている。無機
系活性汚泥固体化担体としては、高炉水砕、ゼオライト
、珪砂、クリストバライト等がある。(Problem to be solved by the invention) By the way, Japanese Patent Laid-Open No. 63-42796 and Japanese Patent Laid-open No. 63
As shown in Publication No. 126599, recently, in order to improve the efficiency of activated sludge treatment in an aeration tank, a method has been adopted to immobilize activated sludge and increase its concentration by adding an inorganic carrier. It's becoming like this. Examples of the inorganic activated sludge solidification carrier include granulated blast furnace, zeolite, silica sand, and cristobalite.
これら無機系活性汚泥固体化担体を用いると、余剰汚泥
として分離されるものに担体も含まれることになる。こ
の場合も余剰汚泥を前述のように処理すれば、固体化担
体は再利用するのが困難であり、固定化担体のランニン
グフストが高くなるという問題があった。When these inorganic activated sludge solidification carriers are used, the carrier is also included in what is separated as surplus sludge. In this case as well, if the excess sludge is treated as described above, it is difficult to reuse the solidified carrier, and there is a problem that the running cast of the solidified carrier becomes high.
本発明は、廃水等の活性汚泥処理において無機系活性汚
泥固定化担体を使用する場合に、担体を再利用でさる余
剰汚泥の処理方法を提供する。The present invention provides a method for treating surplus sludge by reusing the carrier when an inorganic activated sludge immobilization carrier is used in activated sludge treatment of wastewater or the like.
(課題を解決するための手段)
本発明は、無機系活性汚泥固定化担体を用いる活性汚泥
処理から発生する余剰汚泥を濃縮、脱水後焼却し、焼却
灰を曝気槽に戻すことを特徴とする活性汚泥処理におけ
る余剰汚泥の処理方法、および、無機系活性汚泥固定化
担体を用いる活性汚泥処理から発生する余剰汚泥を液体
サイクロンによりオーバーフローとアンダーフローに分
離し、アンダーフローはそのまま曝気槽に戻し、オーバ
ーフローは濃縮、脱水後焼却し、焼却灰を曝気槽に戻す
ことを特徴とする活性汚泥処理における余剰汚泥の処理
方法である。(Means for Solving the Problems) The present invention is characterized in that surplus sludge generated from activated sludge treatment using an inorganic activated sludge immobilization carrier is concentrated, dehydrated and then incinerated, and the incinerated ash is returned to the aeration tank. A method for treating surplus sludge in activated sludge treatment, and separating surplus sludge generated from activated sludge treatment using an inorganic activated sludge immobilization carrier into overflow and underflow using a liquid cyclone, returning the underflow as it is to the aeration tank, Overflow is a method for treating excess sludge in activated sludge treatment, which is characterized by thickening, dehydrating, incinerating, and returning the incinerated ash to the aeration tank.
(作用)
均一混合型活性汚泥処理の曝気槽に高炉水砕、ゼオライ
ト、珪砂、クリストバライト等の無機系固定化担体を投
入すると、処理時間の短縮による処理効率の向上、処理
水質の向上等の池に、余剰汚泥の脱水性が向上する。た
とえば、曝気槽に高炉水砕を曝気Wi容量に対して3重
量%添加した場合の余剰汚泥は、商分子凝集剤を添加し
て真空脱水を行うと含水率が約60%のケーキが得られ
る6なお、高炉水砕を添加しない場合のケーキの含水率
は約85〜90%である。(Function) When inorganic immobilization carriers such as granulated blast furnace, zeolite, silica sand, cristobalite, etc. are added to the aeration tank of uniformly mixed activated sludge treatment, treatment efficiency can be improved by shortening treatment time, and the quality of treated water can be improved. In addition, the dewaterability of excess sludge is improved. For example, if 3% by weight of granulated blast furnace sludge is added to the aeration tank based on the aeration Wi capacity, excess sludge will be dehydrated in vacuum with the addition of a commercial molecular flocculant, resulting in a cake with a moisture content of approximately 60%. 6. The moisture content of the cake when granulated blast furnace water is not added is about 85 to 90%.
また、高炉水砕等の無1f1系固定化担体を用いた活性
汚泥処理の余剰汚泥からは液体サイクロンにより85〜
98%の無機系固定化担体が回収される。すなわち、余
剰汚泥を液体サイクロンで処理するとアンダーフローと
オーバーフローとに分離し、アンダーフローはオーバー
フローに比べて高炉水砕濃度が高く、有機性汚泥の濃度
が低い。したがって、アンダーフローは曝気槽に返送汚
泥として戻し、オーバーフローは余剰汚泥として処理す
る。なお、無機系固定化担体として高炉水砕を用いて、
余剰汚泥から液体サイクロンによって高炉水砕の回収を
行った一例を第1表に示す。In addition, surplus sludge from activated sludge treatment using a non-1F1 immobilized carrier such as blast furnace granulation is processed using a liquid cyclone to
98% of the inorganic immobilized carrier is recovered. That is, when surplus sludge is treated with a liquid cyclone, it is separated into an underflow and an overflow, and the underflow has a higher concentration of blast furnace water granulation and a lower concentration of organic sludge than the overflow. Therefore, the underflow is returned to the aeration tank as return sludge, and the overflow is treated as surplus sludge. In addition, using granulated blast furnace water as an inorganic immobilization carrier,
Table 1 shows an example of recovering blast furnace granules from excess sludge using a liquid cyclone.
第1表 高炉水砕含有汚泥からの液体サイクこのように
、高炉水砕などの無機系固定化担体を添加した余剰汚泥
からは、真空脱水機等により容易に含水率の低いケーキ
が得られる。Table 1 Liquid cycling from sludge containing granulated blast furnace granules In this way, a cake with a low moisture content can be easily obtained from surplus sludge to which an inorganic immobilization carrier such as granulated blast furnace sludge has been added using a vacuum dehydrator or the like.
また、無機系固定化担体は従来の余剰汚泥処理法では先
に説明したように回収ががなり困難であり、無機系固定
化担体を投棄していたら廃水処理のコストアンプにつな
がる。このため、無機系固定化担体は第1表に示した□
ようにe、体サイクロンによ+)大部分が回収されるが
、さらに廃水処理のコストをrげるために回収率を大幅
に高める必要がある。In addition, as explained above, it is difficult to recover inorganic immobilized carriers using conventional surplus sludge treatment methods, and if inorganic immobilized carriers are disposed of, the cost of wastewater treatment will increase. For this reason, inorganic immobilization carriers are as shown in Table 1.
Although most of the wastewater is recovered by cyclones, it is necessary to significantly increase the recovery rate in order to further reduce the cost of wastewater treatment.
そこで、無機系固定化担体の回収率を高める方法につい
て検討した結果、余剰汚泥および液体サイクロンのオー
バーフロー水の脱水ケーキを燃焼するのが最適であるこ
とが明らかになった。Therefore, as a result of examining methods to increase the recovery rate of inorganic immobilized carriers, it became clear that the optimal method was to burn the excess sludge and the dehydrated cake of the overflow water of the hydrocyclone.
無機系固定化担体を含有した脱水ケーキは含水率が60
〜66%程度なので、助燃剤の重油の使用量が無機系固
定化担体を含まない脱水ケーキに比べて大幅に少ないに
の時、焼却灰が再度活性汚泥固定化担体として使用でき
るか否かの問題がある。そこで、高炉水砕を含有した余
剰汚泥について焼却前後の粒度分布を測定したところ、
焼却Mifが20〜200μm、50%平均粒度径が6
5μ饋に対して、焼却灰は10〜200μm、5()%
平均粒度径が55μ輸で、若干細かくなっている。この
程度の微細化ならば、活性汚泥の固定化担体として用い
ても汚泥沈降槽からのキャリオーバーがほとんどなく、
また活性汚泥の固定化性能は低ドせず、むしろ向上する
傾向があった。The dehydrated cake containing the inorganic immobilization carrier has a moisture content of 60
Since the amount of heavy oil used as a combustion improver is significantly lower than that of a dehydrated cake that does not contain an inorganic immobilization carrier, it is difficult to determine whether the incineration ash can be used again as an activated sludge immobilization carrier. There's a problem. Therefore, we measured the particle size distribution of surplus sludge containing blast furnace granules before and after incineration.
Incineration Mif is 20-200μm, 50% average particle size is 6
Incineration ash is 10-200μm, 5()% for 5μm
The average particle size is 55 μm, which is slightly finer. With this level of fineness, there is almost no carryover from the sludge settling tank even when it is used as an immobilization carrier for activated sludge.
Furthermore, the immobilization performance of activated sludge did not deteriorate, but rather tended to improve.
これらの事から、本発明の方法は、無機系固定化担体を
用いた均一混合型活性汚泥処理の余剰汚泥の処理が簡便
であり、また無機系固定化担体のほぼ100%を回収で
きるので、廃水処理のコストを大幅に低減することがで
訃る。From these facts, the method of the present invention allows for easy treatment of surplus sludge from homogeneous mixed activated sludge treatment using inorganic immobilization carriers, and also allows for recovery of almost 100% of the inorganic immobilization carriers. This will greatly reduce the cost of wastewater treatment.
本発明では、余剰汚泥は濃縮、脱水後焼却し、焼却灰を
曝気槽に戻して再利用する。無機系活性汚泥固体化担体
は焼却処分によってもほとんど変化を受けないので、そ
のまま再利用でさる。また、活性汚泥の灰が約20%程
度残るが、これは曝気槽に添加すれは活性汚泥に取り込
まれてしまうので、焼却灰全体を単に曝気槽に戻すだけ
でよい。In the present invention, excess sludge is concentrated, dehydrated, and then incinerated, and the incinerated ash is returned to the aeration tank for reuse. The inorganic activated sludge solidification carrier undergoes almost no change even when incinerated, so it can be reused as is. Furthermore, about 20% of the activated sludge ash remains, but this will be incorporated into the activated sludge if it is added to the aeration tank, so it is sufficient to simply return the entire incinerated ash to the aeration tank.
このように、単に焼却灰をそのまま曝気槽に戻すだけで
も固体化担体の再利用は可能であるが、焼却コストを低
減するためには、余剰汚泥を液体サイクロンによりオー
バーフローとアンダーフローに分離し、アンダーフロー
はそのまま曝気槽に戻し、オーバーフローは濃縮、脱水
後焼却し、焼却灰を曝気槽に戻せばよい。In this way, it is possible to reuse the solidified carrier by simply returning the incinerated ash to the aeration tank, but in order to reduce the incineration cost, it is necessary to separate the excess sludge into overflow and underflow using a liquid cyclone. The underflow can be directly returned to the aeration tank, the overflow can be concentrated, dehydrated and then incinerated, and the incinerated ash can be returned to the aeration tank.
液体サイクロン(こよりアンダーフロー1こは担体の含
有率を高く、オーバーフローには汚泥の含有率を高くす
ることができ、たとえば担体の85〜98%程度および
活性汚泥の5()〜70%程度をアンダーフローに入れ
、担体の2〜15%程度および活性汚泥の30〜50%
程度をオーバーフローに入れることができる。そこで、
担体の含有量が多いアンダーフローはそのまま曝気槽に
戻し、汚泥の含有量が多いオーバーフローのみを濃縮、
脱水して焼却し、焼却灰を曝気槽に戻せば焼却量も少な
くて余剰汚泥を処分し、担体を再利用する二とが可能と
なる。Liquid cyclone (underflow 1) can have a high carrier content, and overflow can have a high sludge content, for example, about 85 to 98% of the carrier and about 5 to 70% of the activated sludge. Place in underflow, about 2 to 15% of carrier and 30 to 50% of activated sludge
degree can be put into overflow. Therefore,
The underflow containing a large amount of carrier is directly returned to the aeration tank, and only the overflow containing a large amount of sludge is concentrated.
If the sludge is dehydrated and incinerated, and the incinerated ash is returned to the aeration tank, the amount to be incinerated will be small, allowing surplus sludge to be disposed of and the carrier to be reused.
次に、本発明の実施例について説明する6(実施例)
実施例1
高炉水砕を活性汚泥の固定化担体に用いた活性汚泥処理
において、高炉水砕を曝気槽容量に対して3重量%初期
投入して下水の処理を行った。この処理装置からは余剰
汚泥が下水1m’当り約3(乾物換算6(Ig)発生し
、その濃度は約20,0OOn6H/1(有機性汚泥:
約6000mg/ l、高炉水砕:約14,000+u
r/ l )である。Next, Examples 6 (Example) of the present invention will be described Example 1 In activated sludge treatment using granulated blast furnace granules as an immobilization carrier for activated sludge, granulated blast furnace granules were used in an amount of 3% by weight based on the aeration tank capacity. The initial input was used to treat sewage. This treatment equipment generates surplus sludge of approximately 3 (6 (Ig) on dry matter basis) per 1 m' of sewage, and its concentration is approximately 20,0OOn6H/1 (organic sludge:
Approximately 6000mg/l, blast furnace granulation: approximately 14,000+u
r/l).
この余剰汚泥に凝集剤として塩化第2鉄、凝集助剤とし
て水酸化カルシウムを添加した後、真空脱水撒により脱
水した結果、含水率60.5%のケーキが得られたにの
脱水ケーキを500〜600°Cで焼却し、焼却灰を曝
気槽に戻して下水の活性汚泥処理を行った6その結果、
処理水に焼却灰の流出が観察されず、また処理効率、処
理水質の低下もなく、初期に投入した高炉水砕と同等の
処理性能を示した。なお、初期投入の高炉水砕の粒度分
布は20〜200μm、50%平均粒度径が約65μm
であり、これに対して焼却灰の粒度分布は15〜2 +
10μm、50%平均粒度が約55μmであり、若干細
かくなっている。After adding ferric chloride as a flocculant and calcium hydroxide as a flocculating aid to this excess sludge, it was dehydrated by vacuum dehydration sprinkling, resulting in a cake with a moisture content of 60.5%. The waste was incinerated at ~600°C, and the incinerated ash was returned to the aeration tank for activated sludge treatment of sewage.6 As a result,
No incineration ash was observed in the treated water, and there was no decrease in treatment efficiency or treated water quality, showing treatment performance equivalent to that of blast furnace granulation that was initially introduced. In addition, the particle size distribution of the initially charged blast furnace granulated water is 20 to 200 μm, and the 50% average particle size is approximately 65 μm.
In contrast, the particle size distribution of incinerated ash is 15~2 +
The particle size is 10 μm, and the 50% average particle size is approximately 55 μm, which is slightly finer.
実施例2
高炉水砕を活性汚泥の固定化担体に用いた活性汚泥処理
において、高炉水砕を曝気ffi’を量に対して:3重
量%初期投入してド水の処理を行った。この処理製置の
汚泥沈降槽より濃#ri:”j泥(第1表の原液に相当
する)をF水1 +n″当り約61引き抜き、これを液
体サイクロンで処理し、高炉水砕の回収を行った。液体
サイクロンへの供給原液、アンダーフロー オーバーフ
ローの性状は第1表に示す通りである。なお、アンダー
フローは返送汚泥として曝気槽に戻した。Example 2 In activated sludge treatment using granulated blast furnace granules as an immobilization carrier for activated sludge, 3% by weight of aerated ffi' was initially added to the granulated blast furnace granules to treat dead water. Approximately 61 g of concentrated #ri:"j mud (corresponding to the undiluted solution in Table 1) per 1 + n" of F water is extracted from the sludge settling tank of this treatment plant, and this is treated with a hydrocyclone to recover blast furnace granules. I did it. The properties of the stock solution supplied to the hydrocyclone, underflow and overflow are shown in Table 1. The underflow was returned to the aeration tank as return sludge.
余剰汚泥であるオーバーフローに塩化鉄と水酸化カルシ
ウムを添加して真空脱水機で脱水したところ、水分的6
6%のケーキが得られた。このケーキを500〜600
’Cで焼却して焼却灰を得た。この焼却灰は粒度分布が
10〜200μ閘、50%平均粒度が55μ請で若干細
がくなっている。When iron chloride and calcium hydroxide were added to the overflow surplus sludge and dehydrated using a vacuum dehydrator, the water content was 6.
A 6% cake was obtained. 500-600 for this cake
'C to obtain incineration ash. This incinerated ash has a particle size distribution of 10 to 200 μm and a 50% average particle size of 55 μm, which is slightly fine.
高炉水砕を補充投入しないで焼却灰のみを循環使用した
結果、活性汚泥処理の処理効率および処理水質の低下等
が見られず、焼却灰は活性汚泥固定化担体として1−分
使用できることが明らかになった。As a result of recycling and using only incinerated ash without supplementing granulated blast furnace granules, no deterioration in the treatment efficiency of activated sludge treatment or the quality of treated water was observed, and it was clear that incinerated ash could be used as an activated sludge immobilization carrier for 1 minute. Became.
(発明の効果)
本発明により、余剰汚泥を処分しながら無機系活性汚泥
固体化担体は有効に循環、再利用することができ、担体
のランニングコストを低減することが可能となる。また
、メタン発酵等のような設備が高価でW埋が大変な処理
を行わないので、余剰汚泥の処理自体のコストも安価で
ある。(Effects of the Invention) According to the present invention, the inorganic activated sludge solidification carrier can be effectively circulated and reused while disposing of surplus sludge, and the running cost of the carrier can be reduced. Further, since the process does not require expensive equipment such as methane fermentation and requires a lot of work to bury the sludge, the cost of processing the excess sludge itself is low.
Claims (3)
から発生する余剰汚泥を濃縮、脱水後焼却し、焼却灰を
曝気槽に戻すことを特徴とする活性汚泥処理における余
剰汚泥の処理方法。(1) A method for treating surplus sludge in activated sludge treatment, which comprises concentrating, dewatering, and incinerating surplus sludge generated from activated sludge treatment using an inorganic activated sludge immobilization carrier, and returning the incinerated ash to an aeration tank.
から発生する余剰汚泥を液体サイクロンによりオーバー
フローとアンダーフローに分離し、アンダーフローはそ
のまま曝気槽に戻し、オーバーフローは濃縮、脱水後焼
却し、焼却灰を曝気槽に戻すことを特徴とする活性汚泥
処理における余剰汚泥の処理方法。(2) Excess sludge generated from activated sludge treatment using an inorganic activated sludge immobilization carrier is separated into overflow and underflow using a liquid cyclone, the underflow is returned to the aeration tank as it is, and the overflow is concentrated, dehydrated, and then incinerated. A method for treating surplus sludge in activated sludge treatment, characterized by returning incinerated ash to an aeration tank.
項1または2記載の活性汚泥処理における余剰汚泥の処
理方法。(3) The method for treating surplus sludge in activated sludge treatment according to claim 1 or 2, wherein the inorganic activated sludge immobilization carrier is granulated blast furnace.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2107340A JPH047094A (en) | 1990-04-25 | 1990-04-25 | Treatment of excessive sludge in activated sludge treatment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2107340A JPH047094A (en) | 1990-04-25 | 1990-04-25 | Treatment of excessive sludge in activated sludge treatment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH047094A true JPH047094A (en) | 1992-01-10 |
Family
ID=14456573
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2107340A Pending JPH047094A (en) | 1990-04-25 | 1990-04-25 | Treatment of excessive sludge in activated sludge treatment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH047094A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06170398A (en) * | 1992-12-10 | 1994-06-21 | Nippon Steel Corp | Treatment of sludge containing blast furnace water slag in activated sludge treatment |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4882661A (en) * | 1972-02-02 | 1973-11-05 | ||
| JPS5080655A (en) * | 1973-11-19 | 1975-06-30 | ||
| JPS51116062A (en) * | 1975-04-04 | 1976-10-13 | Nittetsu Kakoki Kk | Waste water treating method |
| JPS5462656A (en) * | 1977-10-28 | 1979-05-19 | Hitachi Metals Ltd | Treating method of sludge |
| JPS6342796A (en) * | 1986-08-06 | 1988-02-23 | Nippon Steel Corp | Continuous activated sludge treatment of sewerage by using blast furnace granulated slag as carrier for immobilizing activated sludge |
| JPS63229190A (en) * | 1987-03-17 | 1988-09-26 | Nippon Steel Corp | Treatment of waste water |
-
1990
- 1990-04-25 JP JP2107340A patent/JPH047094A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4882661A (en) * | 1972-02-02 | 1973-11-05 | ||
| JPS5080655A (en) * | 1973-11-19 | 1975-06-30 | ||
| JPS51116062A (en) * | 1975-04-04 | 1976-10-13 | Nittetsu Kakoki Kk | Waste water treating method |
| JPS5462656A (en) * | 1977-10-28 | 1979-05-19 | Hitachi Metals Ltd | Treating method of sludge |
| JPS6342796A (en) * | 1986-08-06 | 1988-02-23 | Nippon Steel Corp | Continuous activated sludge treatment of sewerage by using blast furnace granulated slag as carrier for immobilizing activated sludge |
| JPS63229190A (en) * | 1987-03-17 | 1988-09-26 | Nippon Steel Corp | Treatment of waste water |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06170398A (en) * | 1992-12-10 | 1994-06-21 | Nippon Steel Corp | Treatment of sludge containing blast furnace water slag in activated sludge treatment |
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