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JPH08173999A - Method for dewatering sludge - Google Patents

Method for dewatering sludge

Info

Publication number
JPH08173999A
JPH08173999A JP6326652A JP32665294A JPH08173999A JP H08173999 A JPH08173999 A JP H08173999A JP 6326652 A JP6326652 A JP 6326652A JP 32665294 A JP32665294 A JP 32665294A JP H08173999 A JPH08173999 A JP H08173999A
Authority
JP
Japan
Prior art keywords
sludge
coagulant
flocculant
group
added
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
JP6326652A
Other languages
Japanese (ja)
Inventor
Tetsuo Kurimoto
哲男 栗本
Tomohiko Sasaki
智彦 佐々木
Ryohei Kanbara
良平 神原
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 JP6326652A priority Critical patent/JPH08173999A/en
Publication of JPH08173999A publication Critical patent/JPH08173999A/en
Pending legal-status Critical Current

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  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Treatment Of Sludge (AREA)

Abstract

PURPOSE: To dewater effectively and efficiently sludge produced in sewage treatment by adding a polyferric sulfate coagulant and, after pH being adjusted, a cationic polymer coagulant in a coagulation process of sludge. CONSTITUTION: A first coagulant is added into sludge produced in sewage treatment, and the sludge, after being adjusted of its pH appropriately, is added with a second coagulant and mixed by agitation. The obtained coagulated sludge is supplied to a dewaterer to be dewatered. In such a sludge dewatering method, a polyferric sulfate coagulant is used as the first coagulant. The appropriate pH is 4.0-7.0. A cationic polymer coagulant in which the cationic equivalent is adjusted at 5.0meq/g or more by mixing polyamidine with cationic equivalent of 5.5-6.5meq/g which comprises a repeating unit indicated by the formula (where, X is an amide group, a nitrile group, an amino-HCl base, a formyl group, etc.) is used as the second coagulant.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、下水処理において生じ
た汚泥の脱水方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for dehydrating sludge produced in sewage treatment.

【0002】[0002]

【従来の技術】一般に、下水処理において生じた汚泥は
複雑な構造をもつ有機物と無機物の集合体であり、適当
な予備処理を行うことなく脱水操作によって水を分離す
ることは難しい。このため、凝集剤の添加などによって
汚泥の脱水特性を改善した後に脱水を行っている。
2. Description of the Related Art Generally, sludge produced in sewage treatment is an aggregate of organic matter and inorganic matter having a complicated structure, and it is difficult to separate water by dehydration operation without appropriate pretreatment. Therefore, dehydration is performed after improving the dehydration characteristics of sludge by adding a coagulant or the like.

【0003】たとえば、初沈生汚泥を高温消化した消化
汚泥と余剰活性汚泥とを単一処理場で脱水する場合、消
化汚泥と余剰活性汚泥とを混合し、この混合汚泥に、ポ
リ硫酸第二鉄を添加して攪拌混合し、さらにポリアクロ
イルオキシエチレントリメチルアンモニウムクロライド
等のカチオン当量4.8meq/g前後のカチオン性高
分子凝集剤を添加して攪拌混合した後、得られた凝集汚
泥を脱水に供している。
[0003] For example, when the digested sludge obtained by digesting the first settling sludge with high temperature and the surplus activated sludge are dehydrated in a single treatment plant, the digested sludge and the surplus activated sludge are mixed, and the mixed sludge is mixed with polysulfate second After adding iron and stirring and mixing, and further adding and stirring and mixing a cationic polymer flocculant having a cation equivalent of about 4.8 meq / g such as polyacryloyloxyethylene trimethyl ammonium chloride and stirring and mixing, the obtained flocculated sludge was Dehydrated.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記し
た従来の脱水方法では、凝集工程において強固なフロッ
クが形成されず、汚泥の脱水が不十分なものになるとい
う問題がある。
However, the above-described conventional dewatering method has a problem in that strong flocs are not formed in the flocculation step and sludge is not sufficiently dewatered.

【0005】本発明は上記問題を解決するもので、下水
処理において生じた汚泥を効果的かつ効率的に脱水でき
る汚泥の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 problems, and an object of the present invention is to provide a sludge dewatering method capable of effectively and efficiently dewatering sludge generated in sewage treatment.

【0006】[0006]

【課題を解決するための手段】上記問題を解決するため
に、本発明の汚泥の脱水方法は、下水処理において生じ
た汚泥に第1凝集剤を添加し、汚泥のpHを適当pHに
調節した後、この汚泥に第2凝集剤を添加して攪拌混合
し、得られた凝集汚泥を脱水機に供給して脱水する汚泥
の脱水方法において、前記第1凝集剤がポリ硫酸第二鉄
凝集剤であり、前記適当pHが4.0〜7.0であり、
前記第2凝集剤が、一般式:
In order to solve the above problems, in the sludge dewatering method of the present invention, the first flocculant is added to the sludge produced in the sewage treatment to adjust the pH of the sludge to an appropriate pH. Then, in the sludge dewatering method, in which a second flocculant is added to this sludge, and the mixture is stirred and mixed, and the obtained flocculated sludge is supplied to a dehydrator to dehydrate, the first flocculant is a polyferric sulfate ferric flocculant And the suitable pH is 4.0 to 7.0,
The second flocculant has the general formula:

【0007】[0007]

【化2】 Embedded image

【0008】(式中、Xはアミド基、ニトリル基、アミ
ノ塩酸塩基、ホルミル基等である)で示される繰り返し
単位からなるカチオン当量5.5〜6.5meq/gの
ポリアミジンを配合することにより、カチオン当量5.
0meq/g以上に調製したカチオン性高分子凝集剤で
あることを特徴とする。
By adding a polyamidine having a cation equivalent of 5.5 to 6.5 meq / g consisting of repeating units represented by the formula (wherein X is an amide group, a nitrile group, an aminohydrochloride group, a formyl group, etc.) , Cation equivalent 5.
It is characterized by being a cationic polymer flocculant prepared at 0 meq / g or more.

【0009】[0009]

【作用】上記構成によれば、汚泥にポリ硫酸第二鉄凝集
剤を添加し、pHを4.0〜7.0に調節することによ
って、汚泥中のアルカリ成分が消費されるとともに、汚
泥中の親水性コロイド粒子が負電荷を帯びることにな
り、この負電荷を帯びた親水性コロイド粒子にカチオン
性高分子凝集剤のカチオン基が反応する。このとき、上
記したカチオン性高分子凝集剤が負電荷を中和する強い
反応性を有しているため、親水性コロイド粒子表面の負
電荷は効果的に中和され、フロックの凝集性および脱水
性が向上する。
According to the above construction, by adding the poly (ferric sulfate) coagulant to the sludge and adjusting the pH to 4.0 to 7.0, the alkaline component in the sludge is consumed and the sludge in the sludge is Therefore, the hydrophilic colloid particles are charged negatively, and the negatively charged hydrophilic colloid particles are reacted with the cationic group of the cationic polymer flocculant. At this time, since the above-mentioned cationic polymer flocculant has a strong reactivity to neutralize the negative charge, the negative charge on the surface of the hydrophilic colloid particles is effectively neutralized, and flocculation and dehydration are prevented. The property is improved.

【0010】[0010]

【実施例】以下、実施例を挙げて本発明を説明する。下
水処理において生じた初沈生汚泥を高温消化した消化汚
泥と余剰活性汚泥とを6:4の体積比で混合し、この混
合汚泥にポリ硫酸第二鉄凝集剤を、鉄分が乾燥汚泥重量
当りそれぞれ約0、3、4%の割合となるよう添加して
攪拌混合するとともに、混合汚泥のpHを6.9に調節
した。次いで、この混合汚泥に、一般式:
EXAMPLES The present invention will be described below with reference to examples. Digested sludge obtained by high-temperature digestion of primary sludge generated in sewage treatment and excess activated sludge were mixed in a volume ratio of 6: 4, and the ferric polysulfate coagulant was added to the mixed sludge in an amount of iron per dry sludge weight. The pH of the mixed sludge was adjusted to 6.9 while adding and mixing with stirring so that the ratio was about 0, 3, 4%, respectively. Then, the mixed sludge was added to the general formula:

【0011】[0011]

【化3】 Embedded image

【0012】(式中、Xはアミド基、ニトリル基、アミ
ノ塩酸塩基またはホルミル基である)で示される繰り返
し単位を有するポリアミジン・カチオン性高分子凝集剤
(カチオン当量5.5〜6.5meq/g、分子量約
3,000,000、0.2%水溶液の固有粘度50c
p、pH4.0〜5.0)を乾燥汚泥重量当り1〜2%
の割合で添加し、攪拌混合した。得られた凝集汚泥をベ
ルトプレス型脱水機に供給して脱水した。
(In the formula, X is an amide group, a nitrile group, an amino-hydrochloric acid group or a formyl group.) A polyamidine-cationic polymer flocculant (cation equivalent of 5.5 to 6.5 meq / g, molecular weight about 3,000,000, intrinsic viscosity of 0.2% aqueous solution 50c
(p, pH 4.0-5.0) 1-2% based on the weight of dry sludge
Was added and mixed with stirring. The obtained coagulated sludge was supplied to a belt press type dehydrator for dehydration.

【0013】比較のために、ポリアミジンに代えてポリ
アクロイルオキシエチレンメチルアンモニウムクロライ
ド4級塩を添加した以外は上記と同様にして、汚泥の脱
水を行った。
For comparison, the sludge was dehydrated in the same manner as above except that polyacryloyloxyethylenemethylammonium chloride quaternary salt was added instead of polyamidine.

【0014】結果を図1のグラフに示す。図1におい
て、横軸はポリマー添加率(%)(対TS)、縦軸はケ
ーキ含水率(%)を示し、ポリマーAはポリアミジン・
カチオン性高分子凝集剤、ポリマーBはポリアクロイル
オキシエチレンメチルアンモニウムクロライド4級塩を
示す。
The results are shown in the graph of FIG. In FIG. 1, the horizontal axis represents the polymer addition rate (%) (vs. TS), the vertical axis represents the cake water content (%), and polymer A is polyamidine.
The cationic polymer flocculant, Polymer B, is a quaternary salt of polyacryloyloxyethylene methyl ammonium chloride.

【0015】図1からわかるように、ポリマーAを添加
した本発明の方法では、ポリマーBを添加した従来の方
法よりケーキ含水率が低下しており、本発明の方法は優
れた汚泥脱水方法と言える。これは、ポリマーAが負電
荷を中和する強い反応性を有していて、汚泥の親水性コ
ロイド粒子表面の負電荷を効果的に中和し、フロックの
凝集性および脱水性を向上せしめることによる。
As can be seen from FIG. 1, in the method of the present invention in which the polymer A is added, the water content of the cake is lower than in the conventional method in which the polymer B is added, and the method of the present invention is an excellent sludge dewatering method. I can say. This is because the polymer A has a strong reactivity to neutralize the negative charge, effectively neutralizes the negative charge on the surface of the hydrophilic colloid particles of sludge, and improves the flocculation property and dehydration property. by.

【0016】なお、上記実施例においては、カチオン性
高分子凝集剤としてポリアミジンを単独で用いたが、ポ
リアミジンをジアルキルアミノエチルアクリルレートに
対し100〜50%の配合比で混合した混合物など、前
記カチオン性高分子凝集剤としての条件に適合するもの
であればいずれの混合物を用いてもよく、ポリアミジン
自体、上記したものに限定されることなく使用できる。
カチオン性高分子凝集剤は、乾燥汚泥重量当り1〜2
%、好ましくは0.6〜1.5%の割合で添加すればよ
い。
In the above examples, polyamidine was used alone as the cationic polymer flocculant, but the above cation such as a mixture of polyamidine mixed with dialkylaminoethyl acrylate at a mixing ratio of 100 to 50% was used. Any mixture may be used as long as it is compatible with the conditions as the hydrophilic polymer flocculant, and the polyamidine itself can be used without being limited to the above.
Cationic polymer flocculant is 1-2 per dry sludge weight.
%, Preferably 0.6 to 1.5%.

【0017】また、ポリ硫酸第二鉄凝集剤は、乾燥汚泥
重量当り通常5〜25%、好ましくは9〜15%(乾燥
汚泥重量当り鉄分3〜5%に相当する)添加すればよ
く、汚泥のpHは4.0〜7.0に調整すればよい。
The ferric polysulfate flocculant may be added in an amount of usually 5 to 25%, preferably 9 to 15% (corresponding to an iron content of 3 to 5% based on the weight of dry sludge) per dry sludge weight. The pH may be adjusted to 4.0 to 7.0.

【0018】本発明の脱水方法は、消化汚泥、または余
剰活性汚泥、または消化汚泥と余剰活性汚泥との混合汚
泥に適用することができ、混合汚泥の場合は、消化汚泥
と余剰活性汚泥とを通常9:1〜1:9、好ましくは
8:2〜2:8の割合で混合する。
The dewatering method of the present invention can be applied to digested sludge, excess activated sludge, or mixed sludge of digested sludge and excess activated sludge. In the case of mixed sludge, digested sludge and excess activated sludge are mixed. Usually, they are mixed in a ratio of 9: 1 to 1: 9, preferably 8: 2 to 2: 8.

【0019】[0019]

【発明の効果】以上のように本発明によれば、下水処理
において生じた汚泥を凝集させて脱水するに際し、凝集
工程において、ポリ硫酸第二鉄凝集剤を添加し、pH調
節した後に、カチオン当量5.5〜6.5meq/gの
ポリアミジンを配合してなるカチオン当量5.0meq
/g以上のカチオン性高分子凝集剤を添加するようにし
た。これにより、従来よりフロックの凝集性を向上せし
めて、重力脱水による濾過性を高め、汚泥処理量および
濾過速度を増加できるとともに、SS回収率を上昇させ
ることができる。また、フロックを強固なものとして、
脱水ケーキの含水率を低下させることができ、濾布から
のケーキ剥離性も向上できる。
As described above, according to the present invention, when the sludge produced in the sewage treatment is coagulated and dehydrated, in the coagulation step, a ferric polysulfate coagulant is added to adjust the pH, and then the cation is added. Cation equivalent 5.0 meq prepared by blending 5.5 to 6.5 meq / g of polyamidine
/ G or more of the cationic polymer flocculant was added. As a result, flocculation properties can be improved more than in the past, the filterability by gravity dehydration can be enhanced, the sludge treatment amount and filtration rate can be increased, and the SS recovery rate can be increased. Also, as a solid flock,
The water content of the dehydrated cake can be reduced and the cake peeling property from the filter cloth can be improved.

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

【図1】本発明の汚泥の脱水方法におけるポリマー添加
率(%)とケーキ含水率(%)との関係を従来の汚泥脱
水方法との比較により示したグラフである。
FIG. 1 is a graph showing a relationship between a polymer addition rate (%) and a cake water content (%) in a sludge dewatering method of the present invention by comparison with a conventional sludge dewatering method.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 下水処理において生じた汚泥に第1凝集
剤を添加し、汚泥のpHを適当pHに調節した後、この
汚泥に第2凝集剤を添加して攪拌混合し、得られた凝集
汚泥を脱水機に供給して脱水する汚泥の脱水方法におい
て、前記第1凝集剤がポリ硫酸第二鉄凝集剤であり、前
記適当pHが4.0〜7.0であり、前記第2凝集剤
が、一般式: 【化1】 (式中、Xはアミド基、ニトリル基、アミノ塩酸塩基、
ホルミル基等である)で示される繰り返し単位からなる
カチオン当量5.5〜6.5meq/gのポリアミジン
を配合することにより、カチオン当量5.0meq/g
以上に調製したカチオン性高分子凝集剤であることを特
徴とする汚泥の脱水方法。
1. A coagulant obtained by adding a first flocculant to sludge produced in sewage treatment to adjust the pH of the sludge to an appropriate pH, and then adding a second flocculant to this sludge and mixing with stirring. In the sludge dewatering method of supplying sludge to a dewatering machine for dehydration, the first flocculating agent is a polyferric sulfate sulfate flocculant, the suitable pH is 4.0 to 7.0, and the second flocculating agent is The agent has the general formula: (In the formula, X is an amide group, a nitrile group, an amino hydrochloride group,
A cation equivalent of 5.0 meq / g by blending a polyamidine having a cation equivalent of 5.5 to 6.5 meq / g composed of a repeating unit represented by a formyl group).
A method for dewatering sludge, which is the cationic polymer flocculant prepared above.
JP6326652A 1994-12-28 1994-12-28 Method for dewatering sludge Pending JPH08173999A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6326652A JPH08173999A (en) 1994-12-28 1994-12-28 Method for dewatering sludge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6326652A JPH08173999A (en) 1994-12-28 1994-12-28 Method for dewatering sludge

Publications (1)

Publication Number Publication Date
JPH08173999A true JPH08173999A (en) 1996-07-09

Family

ID=18190171

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6326652A Pending JPH08173999A (en) 1994-12-28 1994-12-28 Method for dewatering sludge

Country Status (1)

Country Link
JP (1) JPH08173999A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009183889A (en) * 2008-02-07 2009-08-20 Daiyanitorikkusu Kk Sludge dehydration method
EP2319807A2 (en) * 2008-07-04 2011-05-11 Diversey, Inc. Method for treating floor polish stripping wastewater and washing wastewater
US8790425B2 (en) 2010-04-01 2014-07-29 Toyota Jidosha Kabushiki Kaisha Method for aggregating and separating algae
JP2016059839A (en) * 2014-09-16 2016-04-25 三菱レイヨン株式会社 Solid-liquid separation method in membrane separation activated sludge treatment

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009183889A (en) * 2008-02-07 2009-08-20 Daiyanitorikkusu Kk Sludge dehydration method
EP2319807A2 (en) * 2008-07-04 2011-05-11 Diversey, Inc. Method for treating floor polish stripping wastewater and washing wastewater
EP2319807A4 (en) * 2008-07-04 2013-01-23 Diversey Inc Method for treating floor polish stripping wastewater and washing wastewater
US8790425B2 (en) 2010-04-01 2014-07-29 Toyota Jidosha Kabushiki Kaisha Method for aggregating and separating algae
JP2016059839A (en) * 2014-09-16 2016-04-25 三菱レイヨン株式会社 Solid-liquid separation method in membrane separation activated sludge treatment

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