JP2000051900A - Sludge conditioning and dehydration method - Google Patents

Sludge conditioning and dehydration method

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Publication number
JP2000051900A
JP2000051900A JP10229877A JP22987798A JP2000051900A JP 2000051900 A JP2000051900 A JP 2000051900A JP 10229877 A JP10229877 A JP 10229877A JP 22987798 A JP22987798 A JP 22987798A JP 2000051900 A JP2000051900 A JP 2000051900A
Authority
JP
Japan
Prior art keywords
sludge
coagulant
added
flocculants
dewatering
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
Application number
JP10229877A
Other languages
Japanese (ja)
Inventor
Hiroaki Takeyama
宏秋 竹山
Futoshi Toshikuni
太 利國
Hiroaki Miyamoto
弘明 宮本
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP10229877A priority Critical patent/JP2000051900A/en
Publication of JP2000051900A publication Critical patent/JP2000051900A/en
Pending legal-status Critical Current

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  • Treatment Of Sludge (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide the subject method capable of stably obtaining a dehydrated cake low in water content without being effected by sludge properties or a sludge kind. SOLUTION: When sludge such as residue in water treatment is hedydrated, the sludge is successively introduced into blenders 1, 3 and 7 and flocculants A, B and C are successively added to the introduced sludge to be mixed therewith each time under stirring to condition the sludge and the conditioned sludge is dehydrated by a dehydrator 9. Sludge particles can be certainly flocculated by the successive addition and mixing of the flocculants A, B and C and, by this constitution, sludge particles and the flocculants can be sufficiently brought to a contact (reaction) state without performing stirring bringing about the re-destruction of flocs and, by this synergistic action, even hardly dehydrating sludge can be sufficiently conditioned (modified).

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は下水・廃水処理等の
水処理における残渣物などの汚泥の調質脱水方法に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for refining and dewatering sludge such as residues in water treatment such as sewage and wastewater treatment.

【0002】[0002]

【従来の技術】下水・廃水処理等の水処理における残渣
物などの汚泥は、脱水してケーキとした後にコンポスト
化や焼却・溶融処理することによって再資源化、減量化
を図っている。したがって、汚泥性状に拘わらず含水率
の低い脱水ケーキを安定に供給することが必要である。
2. Description of the Related Art Sludge such as residues in water treatment such as sewage / wastewater treatment is recycled and reduced by decomposing it into cakes and then composting or incineration / melting treatments. Therefore, it is necessary to stably supply a dehydrated cake having a low water content regardless of the sludge properties.

【0003】そのために従来は、図2に示したように、
原汚泥を混和機11に導入して1種類の凝集剤を一度に
添加することにより調質するようにしており、その後に
脱水機12で脱水して脱水ケーキとしていた。この方法
はシンプルであり、設備費用も安いことから、広く一般
に行われている。
For this purpose, conventionally, as shown in FIG.
The raw sludge was introduced into the mixer 11 and added with one type of coagulant at a time for tempering, and then dewatered by the dehydrator 12 to form a dewatered cake. This method is widely used because it is simple and the equipment cost is low.

【0004】しかしながら、食生活の変化や水処理の高
度化等に伴って、発生する汚泥が年々難脱水性化してお
り、また環境問題の点から、脱水ケーキの焼却・溶融処
理を容易に行えなくなってきた。
[0004] However, with changes in dietary habits and sophistication of water treatment, sludge generated is becoming harder to dehydrate year by year, and in view of environmental issues, incineration and melting of dehydrated cake can be easily performed. Is gone.

【0005】このような事態に対応するために、従来の
方法に代わる脱水方法が開発され、実用化されている。
その一つに、汚泥を汚泥調質槽に導入して塩化第二鉄を
助剤として改質し、次に造粒濃縮槽に導入して両性ポリ
マーにより造粒して濃縮し、その後に脱水するようにし
た2液脱水法がある。この方法において混合汚泥を原汚
泥として、ベルトプレス脱水機で脱水した場合、ケーキ
含水率70〜72%、汚泥回収率99%以上、遠心脱水
機で脱水した場合、ケーキ含水率75%以下、汚泥回収
率98%以上という良好な結果が報告されている。
[0005] In order to cope with such a situation, a dehydration method replacing the conventional method has been developed and put to practical use.
One of them is to introduce sludge into sludge conditioning tank, reform ferric chloride as an auxiliary, then introduce into sludge concentration tank, granulate with amphoteric polymer, concentrate, and then dehydrate. There is a two-liquid dehydration method designed to do this. In this method, when the mixed sludge is used as raw sludge and dewatered by a belt press dewatering machine, the cake moisture content is 70 to 72%, the sludge recovery rate is 99% or more. Good results with a recovery of 98% or more have been reported.

【0006】[0006]

【発明が解決しようとする課題】ところで、脱水対象と
なる汚泥は日々刻々性状が変動するのが常であり、それ
に応じて凝集剤の添加率を変動させる必要がある。通常
は、汚泥中の固形物量(つまり濃度)を目安に添加率の
調整を行っているが、その作業には熟練を要し、また適
切に調整が行われても安定した含水率が得られるとは限
らない。
Incidentally, the sludge to be dehydrated usually changes its properties every day, and it is necessary to change the addition rate of the flocculant accordingly. Normally, the addition rate is adjusted based on the amount of solids (that is, the concentration) in the sludge, but the work requires skill and a stable moisture content can be obtained even if the adjustment is performed appropriately. Not necessarily.

【0007】特に難脱水性の汚泥の場合、多量の凝集剤
を添加せざるをえないが、添加した凝集剤によって液状
分の粘度が上がるために逆に含水率が増大してしまい、
焼却費用の増大やコンベヤなどのトラブルが生じること
がある。また単位時間当たりの処理量も高くできない。
Particularly in the case of sludge which is difficult to dehydrate, a large amount of coagulant must be added. However, the viscosity of the liquid component is increased by the added coagulant, and consequently the water content increases.
Problems such as increased incineration costs and conveyors may occur. Also, the processing amount per unit time cannot be increased.

【0008】また難脱水性汚泥の代表ともいえる消化汚
泥を上記した2液脱水法で処理する場合も、多量の無機
凝集剤の添加が必要であり、上記した2液脱水法は消化
汚泥の処理には不向きであると言わざるを得ない。
Also, when digested sludge, which is a representative of hardly dewaterable sludge, is treated by the above-described two-liquid dewatering method, a large amount of an inorganic coagulant must be added. I have to say that he is not suitable.

【0009】本発明は上記問題を解決するもので、汚泥
性状や汚泥種類に左右されることなく、安定して低含水
率の脱水ケーキを得ることができる汚泥の調質脱水方法
を提供することを目的とするものである。
The present invention solves the above-mentioned problems, and provides a sludge refining and dewatering method capable of stably obtaining a low-moisture content dewatered cake irrespective of sludge properties and sludge type. It is intended for.

【0010】[0010]

【課題を解決するための手段】上記問題を解決するため
に、本発明の請求項1記載の汚泥の調質脱水方法は、水
処理で残渣物として生じた汚泥を脱水するに際し、前記
汚泥に複数種類の凝集剤を順次添加して添加の都度に攪
拌手段で攪拌混合することにより調質し、調質した汚泥
を脱水機で脱水するようにしたものである。
Means for Solving the Problems To solve the above problems, a method for refining and sludge refining sludge according to claim 1 of the present invention is characterized in that when sludge generated as a residue in water treatment is dewatered, sludge is removed from the sludge. A plurality of coagulants are sequentially added, and the mixture is stirred and mixed by a stirring means each time it is added, and the refined sludge is dewatered by a dehydrator.

【0011】請求項2記載の汚泥の調質脱水方法は、複
数種類の凝集剤を、カチオン度が小さい順に添加するよ
うにしたものである。請求項3記載の汚泥の調質脱水方
法は、複数種類の凝集剤を、分子量が大きい順に添加す
るようにしたものである。
According to a second aspect of the present invention, a sludge refining and dewatering method comprises adding a plurality of types of flocculants in ascending order of cationity. The sludge refining and dewatering method according to claim 3 is such that a plurality of types of coagulants are added in order of increasing molecular weight.

【0012】請求項4記載の汚泥の調質脱水方法は、同
一種類の凝集剤を複数回に分けて添加するようにしたも
のである。請求項5記載の汚泥の調質脱水方法は、凝集
剤を添加混合した汚泥を濃縮手段によって濃縮し、濃縮
した汚泥に対して別種類の凝集剤を添加混合するように
したものである。
According to a fourth aspect of the present invention, the same type of coagulant is added in plural times. In the sludge refining and dewatering method according to the fifth aspect, the sludge to which the coagulant has been added and mixed is concentrated by a concentration means, and another type of coagulant is added to and mixed with the concentrated sludge.

【0013】一般に、汚泥粒子(汚泥コロイド)は負に
帯電していて、互いに反発し合うことで安定している。
このため、汚泥コロイドと反対符号をもつ電解質、つま
り多価金属塩、高分子物質などの凝集剤を添加すること
によって、汚泥コロイドの負電荷を中和してゲル化さ
せ、金属水酸化物など、凝集剤により形成されるフロッ
クで包囲して徐々に水分を放出させ、フロックとともに
沈降させるとともに、他のイオン、コロイドをフロック
に吸着させ、フロックどうし集合させて、塊状となし、
それにより脱水性を向上させるようにしている。
Generally, sludge particles (sludge colloid) are negatively charged and are stable by repelling each other.
Therefore, by adding an electrolyte having the opposite sign to the sludge colloid, that is, a polyvalent metal salt, a coagulant such as a polymer substance, the negative charge of the sludge colloid is neutralized and gelled, and metal hydroxide and the like are added. , Surrounded by floc formed by flocculant, gradually release moisture, settle with floc, adsorb other ions and colloids on floc, aggregate flocs together, make a lump,
Thereby, the dewatering property is improved.

【0014】上記した請求項1記載の構成によれば、複
数種類の凝集剤を添加混合することで汚泥粒子を確実に
凝集フロック化させることができ、このことより逆に、
凝集フロックの再破壊を招くほどに攪拌することなく汚
泥粒子と凝集剤とを充分に接触(反応)させることがで
き、これらの相乗効果によって、汚泥性状にかかわらず
汚泥を充分に調質(改質)できる結果、安定して低含水
率の脱水ケーキを得ることができる。
According to the structure of the first aspect, by adding and mixing a plurality of types of flocculants, the sludge particles can be surely formed into flocculated flocs.
The sludge particles and the flocculant can be sufficiently contacted (reacted) without agitation so as to cause re-destruction of the flocculated floc. Due to the synergistic effect of these, the sludge can be sufficiently refined (reformed) regardless of the sludge properties. Quality) As a result, a dehydrated cake having a low water content can be obtained stably.

【0015】請求項2記載の構成によれば、複数種類の
凝集剤をカチオン度が小さい順に、すなわち汚泥調質
(改質)能力の小さい順に添加するため、必要最小限の
凝集剤にてフロックを形成させることができ、カチオン
度の高い(つまりは高価な)凝集剤の添加量を低く抑え
ることができる。
According to the second aspect of the present invention, since a plurality of types of flocculants are added in ascending order of cationity, that is, in ascending order of sludge conditioning (reforming) ability, floc is added with a minimum necessary flocculant. Can be formed, and the amount of the coagulant having a high degree of cation (that is, expensive) can be reduced.

【0016】請求項3記載の構成によれば、複数種類の
凝集剤を分子量が大きい順に、すなわちフロック形成能
力の大きい順に添加するので、添加初期でのフロック形
成が十分に行われ、逆に添加後期での汚泥調質(改質)
効果が充分に発揮できる。
According to the third aspect of the present invention, since a plurality of types of flocculants are added in order of increasing molecular weight, that is, in order of increasing floc forming ability, floc formation in the initial stage of addition is sufficiently performed. Sludge refining in late stage (reformation)
The effect can be fully exhibited.

【0017】請求項4記載の構成によれば、同一種類の
凝集剤を複数回に分けて添加するので、汚泥粒子と凝集
剤が確実に反応し、凝集剤を一度に添加する場合に比べ
て、合計添加量が同一であっても、汚泥粒子の凝集フロ
ック化がより確実なものとなる。
According to the fourth aspect of the present invention, since the same type of coagulant is added in a plurality of times, the sludge particles and the coagulant react with each other reliably, compared with the case where the coagulant is added at once. Even when the total amount is the same, the flocculation of the sludge particles becomes more reliable.

【0018】請求項5記載の構成によれば、凝集剤を添
加混合した汚泥を一旦濃縮し、濃縮された汚泥に対して
次の凝集剤を添加混合するので、濃縮後に添加混合する
凝集剤を有効に反応させることができ、凝集剤の過剰添
加で液状分の粘度が上昇して攪拌が不十分になることに
起因する含水率の増大を防止できるだけでなく、凝集剤
の添加量、脱水ケーキの発生量を低減できる。
According to the fifth aspect of the present invention, the sludge to which the coagulant is added and mixed is once concentrated, and the next coagulant is added and mixed with the concentrated sludge. The reaction can be effectively performed, and not only can the increase in the water content due to insufficient stirring due to the increase in the viscosity of the liquid component due to excessive addition of the flocculant, but also the amount of the flocculant added, Can be reduced.

【0019】凝集剤としては、DAM系(ジアルキルア
ミノエチルメタクリレート)、DAA系(ジアルキルア
ミノエチルアクリレート)、ジアリルアンモニウムハロ
ゲン化物などを使用することができる。
As a flocculant, DAM (dialkylaminoethyl methacrylate), DAA (dialkylaminoethyl acrylate), diallylammonium halide and the like can be used.

【0020】攪拌手段は、管内混合であってもよいし、
攪拌槽、ドラム式混合機などを使用してもよく、濃縮手
段としては、濃縮スクリーン、重力濃縮槽など、脱水機
としては、遠心脱水機、回転円盤型脱水機、好ましくは
ベルトプレス型脱水機、フィルタープレスなどの加圧手
段を有した脱水機を使用できる。
The stirring means may be mixing in a tube,
A stirring tank, a drum type mixer or the like may be used. As a concentrating means, a concentrating screen, a gravity concentrating tank, or the like, and as a dehydrator, a centrifugal dehydrator, a rotating disk type dehydrator, preferably a belt press type dehydrator. A dehydrator having a pressurizing means such as a filter press can be used.

【0021】[0021]

【発明の実施の形態】以下、本発明の実施形態を図面を
参照しながら説明する。図1において、本願発明の第1
実施形態における汚泥の調質脱水方法では、原汚泥を混
和機1に導入するとともに凝集剤Aを注入して両者を攪
拌混合し、それにより汚泥粒子が凝集した汚泥2を混和
機3に導入するとともに別種の凝集剤B(カチオン度は
≧凝集剤Aである)を注入して両者を攪拌混合し、それ
により汚泥粒子がさらに凝集した汚泥4を濃縮槽5に導
入して静置し、脱離液を排出することにより濃縮する。
Embodiments of the present invention will be described below with reference to the drawings. In FIG. 1, a first embodiment of the present invention is shown.
In the sludge refining and dewatering method in the embodiment, the raw sludge is introduced into the mixer 1 and the coagulant A is injected and the two are stirred and mixed, thereby introducing the sludge 2 in which the sludge particles are aggregated into the mixer 3. At the same time, another type of flocculant B (the degree of cation is ≧ coagulant A) is injected, and the two are mixed with stirring. Concentrate by draining syneresis.

【0022】そして、濃縮汚泥6を混和機7に導入する
とともにさらに別種の凝集剤C(カチオン度は≧凝集剤
Bである)を注入して両者を攪拌混合し、それにより汚
泥粒子がさらに凝集した汚泥8を脱水機9に導入して脱
水し、脱水濾液を排出して、脱水ケーキを得る。
Then, the concentrated sludge 6 is introduced into the mixer 7 and another coagulant C (the degree of cation is ≧ coagulant B) is further injected and mixed by stirring, whereby the sludge particles are further coagulated. The sludge 8 thus obtained is introduced into a dehydrator 9 to be dehydrated, and the dehydrated filtrate is discharged to obtain a dehydrated cake.

【0023】このとき、凝集剤A,B,Cはそれぞれ、
脱水性が良好な凝集フロックが形成される量だけ添加す
るが、混和機1での凝集フロックの再破壊を防ぐという
観点で、凝集剤A:凝集剤B=5:5〜7:3の割合と
するのが望ましい。凝集剤C、つまり3番目以後の凝集
剤の割合は特に問わない。
At this time, the coagulants A, B and C are respectively
The coagulant is added in such an amount that a flocculant having good dehydration property is formed, but from the viewpoint of preventing re-destruction of the flocculent floc in the pulverizer 1, the coagulant A: coagulant B = 5: 5 to 7: 3. It is desirable that The ratio of the coagulant C, that is, the ratio of the third and subsequent coagulants is not particularly limited.

【0024】このようにして、カチオン度が凝集剤A≦
凝集剤B≦凝集剤Cである3種類の凝集剤を適量だけ添
加して添加の都度に攪拌混合するようにしたので、いず
れの混和機1,3,7においても、凝集フロックの再破
壊を招くほどに攪拌することなく汚泥粒子と凝集剤とを
充分に接触(反応)させて、汚泥粒子を確実に凝集フロ
ック化させることができ、難脱水性汚泥であっても充分
に調質(改質)できる結果、安定した低含水率の脱水ケ
ーキが得られる。
In this way, the degree of cation is such that the coagulant A ≦
Since an appropriate amount of three kinds of coagulant B ≦ coagulant C was added and agitated and mixed each time the coagulant was added, re-destruction of the coagulated floc was prevented in any of the mixers 1, 3, and 7. The sludge particles and the flocculant can be sufficiently contacted (reacted) without agitation so as to induce the sludge particles to be surely formed into flocculated flocs. Quality) as a result, a stable low-moisture content dehydrated cake is obtained.

【0025】また、凝集剤A,Bを添加混合した汚泥4
を一旦濃縮し、濃縮された汚泥6に対して凝集剤Cを添
加混合するので、凝集剤Cを有効に反応させることがで
き、凝集剤Cの過剰添加によって液状分の粘度が上昇す
ることに起因する含水率の増大を防止できるだけでな
く、凝集剤Cの添加量、脱水ケーキの発生量を低減でき
る。
Further, sludge 4 containing coagulants A and B added and mixed
Is once concentrated and the coagulant C is added to the concentrated sludge 6 and mixed, so that the coagulant C can be effectively reacted, and the excessive addition of the coagulant C increases the viscosity of the liquid component. In addition to preventing the increase in the water content due to this, the amount of the coagulant C added and the amount of dewatered cake generated can be reduced.

【0026】凝集剤A−凝集剤B−凝集剤Cとしては、
DAM系−DAA系−ジアリルアンモニウムハロゲン化
物などを使用できる。第2実施形態として、凝集剤A,
Bとして同一種類のものを使用する以外は第1実施形態
と同様にして処理してもよい。この場合、第1実施形態
に比べて、添加する凝集剤が1種類少ないので、汚泥性
状によっては含水率がやや大きくなる可能性はあるが、
同一種類の凝集剤を2回に分けて添加するので、凝集剤
を一度に添加する場合に比べて、合計添加量が同一であ
っても、汚泥粒子の凝集フロック化がより確実なものと
なる。
As the coagulant A-coagulant B-coagulant C,
DAM-DAA-diallylammonium halides and the like can be used. As a second embodiment, a coagulant A,
Processing may be performed in the same manner as in the first embodiment, except that the same type is used as B. In this case, since one type of coagulant is added as compared with the first embodiment, the water content may slightly increase depending on the sludge properties,
Since the same type of flocculant is added in two portions, even if the total amount is the same, the flocculation of the sludge particles becomes more reliable than when adding the flocculant at once. .

【0027】第3実施形態として、分子量が凝集剤A≧
凝集剤B≧凝集剤Cである3種類の凝集剤を使用する以
外は第1実施形態と同様に処理してもよく、この場合も
第1実施形態とほぼ同様の結果が得られる。
As a third embodiment, the molecular weight is determined as follows:
The treatment may be performed in the same manner as in the first embodiment, except that three types of coagulant B ≧ coagulant C are used. In this case, substantially the same result as in the first embodiment is obtained.

【0028】凝集剤A−凝集剤B−凝集剤Cとしては、
DAM系−DAA系−ジアリルアンモニウムハロゲン化
物などを使用できる。(一般に、カチオン度が小さいと
分子量が大きいので、この順になる) 第4実施形態として、凝集剤A,Bとして同一種類のも
のを使用する以外は第3実施形態と同様に処理してもよ
い。この場合も第2実施形態とほぼ同様の結果が得られ
る。
As the coagulant A-coagulant B-coagulant C,
DAM-DAA-diallylammonium halides and the like can be used. (Generally, if the degree of cation is small, the molecular weight is large, so the order is the same.) As the fourth embodiment, the same treatment as in the third embodiment may be performed except that the same type of coagulants A and B are used. . In this case, substantially the same result as in the second embodiment can be obtained.

【0029】[0029]

【発明の効果】以上のように、本発明によれば、汚泥に
複数種類の凝集剤を順次添加し、添加の都度に攪拌混合
するようにしたことにより、難脱水性汚泥であっても充
分に調質することができ、汚泥性状にかかわらず安定し
て低含水率の脱水ケーキを得ることができる。したがっ
て、1種類の凝集剤を1度に添加混合する従来の方法の
ように過剰に凝集剤を添加する必要がなく、仮に汚泥性
状の変動によって凝集剤が過添加になった場合も充分に
攪拌混合できるので、性状変動に左右されにくい運転が
可能である。
As described above, according to the present invention, a plurality of types of flocculants are sequentially added to the sludge, and the mixture is stirred and mixed each time the sludge is added. And a dehydrated cake having a low moisture content can be stably obtained regardless of the sludge properties. Therefore, unlike the conventional method of adding and mixing one kind of coagulant at once, it is not necessary to add an excessive coagulant, and even if the coagulant is excessively added due to the change in sludge properties, sufficient stirring is performed. Since mixing can be performed, an operation that is hardly influenced by property fluctuations is possible.

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

【図1】本発明の一実施形態における汚泥の調質脱水方
法を説明するブロック図である。
FIG. 1 is a block diagram illustrating a sludge refining and dewatering method according to an embodiment of the present invention.

【図2】従来の汚泥の調質脱水方法を説明するブロック
図である。
FIG. 2 is a block diagram illustrating a conventional sludge refining and dewatering method.

【符号の説明】[Explanation of symbols]

1,3,7 混和機(攪拌手段) 5 濃縮槽 9 脱水機 1,3,7 Mixer (stirring means) 5 Concentration tank 9 Dehydrator

───────────────────────────────────────────────────── フロントページの続き (72)発明者 宮本 弘明 大阪府大阪市西淀川区西島2丁目1番地6 号 株式会社クボタ新淀川工場内 Fターム(参考) 4D059 AA03 BE07 BE08 BE12 BE13 BE16 BE19 BE46 BE57 BE61 BE70 BJ01 BJ11 CA30 DB25 DB26  ────────────────────────────────────────────────── ─── Continuing on the front page (72) Hiroaki Miyamoto 2nd-6-1, Nishijima, Nishiyodogawa-ku, Osaka-shi, Osaka F-term in Kubota Shin-Yodogawa Plant (reference) 4D059 AA03 BE07 BE08 BE12 BE13 BE16 BE19 BE46 BE57 BE61 BE70 BJ01 BJ11 CA30 DB25 DB26

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 水処理における残渣物などの汚泥を脱水
するに際し、前記汚泥に複数種類の凝集剤を順次添加し
て添加の都度に攪拌手段で攪拌混合することにより調質
し、調質した汚泥を脱水手段で脱水することを特徴とす
る汚泥の調質脱水方法。
When sludge such as a residue in water treatment is dewatered, a plurality of coagulants are sequentially added to the sludge, and the sludge is stirred and mixed by a stirring means each time the sludge is added. A sludge refining and dewatering method characterized by dewatering sludge by a dewatering means.
【請求項2】 複数種類の凝集剤は、カチオン度が小さ
い順に添加することを特徴とする請求項1記載の汚泥の
調質脱水方法。
2. The method of claim 1, wherein the plurality of types of flocculants are added in ascending order of cationity.
【請求項3】 複数種類の凝集剤は、分子量が大きい順
に添加することを特徴とする請求項1記載の汚泥の調質
脱水方法。
3. The sludge refining and dewatering method according to claim 1, wherein the plurality of types of flocculants are added in order of increasing molecular weight.
【請求項4】 同一種類の凝集剤を複数回に分けて添加
することを特徴とする請求項1から請求項3のいずれか
に記載の汚泥の調質脱水方法。
4. The method for sludge refining and dewatering according to claim 1, wherein the same type of coagulant is added in plural times.
【請求項5】 凝集剤を添加混合した汚泥を濃縮手段に
よって濃縮し、濃縮した汚泥に対して次の凝集剤を添加
混合することを特徴とする請求項1から請求項4のいず
れかに記載の汚泥の調質脱水方法。
5. The sludge to which a coagulant has been added and mixed is concentrated by a concentrating means, and the following coagulant is added and mixed to the concentrated sludge. Sludge refining dewatering method.
JP10229877A 1998-08-17 1998-08-17 Sludge conditioning and dehydration method Pending JP2000051900A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10229877A JP2000051900A (en) 1998-08-17 1998-08-17 Sludge conditioning and dehydration method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10229877A JP2000051900A (en) 1998-08-17 1998-08-17 Sludge conditioning and dehydration method

Publications (1)

Publication Number Publication Date
JP2000051900A true JP2000051900A (en) 2000-02-22

Family

ID=16899115

Family Applications (1)

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Country Status (1)

Country Link
JP (1) JP2000051900A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003245700A (en) * 2002-02-26 2003-09-02 Hymo Corp Method for dehydrating organic sludge
WO2012077778A1 (en) * 2010-12-10 2012-06-14 水ing株式会社 Anaerobic processing method and device
JP2013116455A (en) * 2011-12-05 2013-06-13 Kurita Water Ind Ltd Flocculant treatment method
JP2019118853A (en) * 2017-12-28 2019-07-22 水ing株式会社 Method for dewatering organic sludge, treatment apparatus used for dewatering organic sludge, and organic coagulant
CN111039543A (en) * 2020-03-02 2020-04-21 湖南隆辉环保有限公司 Combined sludge conditioning pool and continuous sludge conditioning process

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58223500A (en) * 1982-06-21 1983-12-26 Ebara Infilco Co Ltd Treatment of organic sludge
JPS6138700A (en) * 1984-07-09 1986-02-24 Ebara Infilco Co Ltd Dehydration of sludge
JPH07256298A (en) * 1994-03-23 1995-10-09 Nippon Gesuido Jigyodan Dehydration of sludge by granulation and concentration
JPH10249400A (en) * 1997-03-14 1998-09-22 Nippon Shokubai Co Ltd Method for dehydrating sludge

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58223500A (en) * 1982-06-21 1983-12-26 Ebara Infilco Co Ltd Treatment of organic sludge
JPS6138700A (en) * 1984-07-09 1986-02-24 Ebara Infilco Co Ltd Dehydration of sludge
JPH07256298A (en) * 1994-03-23 1995-10-09 Nippon Gesuido Jigyodan Dehydration of sludge by granulation and concentration
JPH10249400A (en) * 1997-03-14 1998-09-22 Nippon Shokubai Co Ltd Method for dehydrating sludge

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003245700A (en) * 2002-02-26 2003-09-02 Hymo Corp Method for dehydrating organic sludge
WO2012077778A1 (en) * 2010-12-10 2012-06-14 水ing株式会社 Anaerobic processing method and device
JPWO2012077778A1 (en) * 2010-12-10 2014-05-22 水ing株式会社 Anaerobic treatment method and apparatus
JP6121165B2 (en) * 2010-12-10 2017-04-26 水ing株式会社 Anaerobic treatment method and apparatus
JP2013116455A (en) * 2011-12-05 2013-06-13 Kurita Water Ind Ltd Flocculant treatment method
JP2019118853A (en) * 2017-12-28 2019-07-22 水ing株式会社 Method for dewatering organic sludge, treatment apparatus used for dewatering organic sludge, and organic coagulant
CN111039543A (en) * 2020-03-02 2020-04-21 湖南隆辉环保有限公司 Combined sludge conditioning pool and continuous sludge conditioning process

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