JP2003251399A - Dehydration method for organic sludge high in oils and fats content - Google Patents

Dehydration method for organic sludge high in oils and fats content

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Publication number
JP2003251399A
JP2003251399A JP2002052726A JP2002052726A JP2003251399A JP 2003251399 A JP2003251399 A JP 2003251399A JP 2002052726 A JP2002052726 A JP 2002052726A JP 2002052726 A JP2002052726 A JP 2002052726A JP 2003251399 A JP2003251399 A JP 2003251399A
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JP
Japan
Prior art keywords
organic sludge
flocculant
added
sludge
organic
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.)
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Application number
JP2002052726A
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Japanese (ja)
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JP3968698B2 (en
Inventor
Shiyougo Okamoto
正悟 岡本
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.)
DKS Co Ltd
Original Assignee
Dai Ichi Kogyo Seiyaku Co Ltd
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Publication date
Application filed by Dai Ichi Kogyo Seiyaku Co Ltd filed Critical Dai Ichi Kogyo Seiyaku Co Ltd
Priority to JP2002052726A priority Critical patent/JP3968698B2/en
Publication of JP2003251399A publication Critical patent/JP2003251399A/en
Application granted granted Critical
Publication of JP3968698B2 publication Critical patent/JP3968698B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Treatment Of Sludge (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide an improved dehydration method for organic sludge by adding an organic polymeric flocculant to organic sludge high in the content of oils and fats to flocculate the organic sludge and subjecting the flocculated matter to solid-liquid separation treatment to dry the same. <P>SOLUTION: The flocculant is added to organic sludge containing oils and fats and this organic sludge is dehydrated by a dehydrator after flocculated flocs are separated. In this dehydration method for organic sludge, an iron or aluminum type acidic inorganic flocculant is firstly added to the organic sludge as the flocculant, and an anionic organic polymeric flocculant is subsequently added to the organic sludge, and an amphoteric organic polymeric flocculant is added to the organic sludge thirdly. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】本発明は、主に食品工場など
で発生する有機性汚泥の処理技術に関する。 【0002】 【従来の技術】従来より、有機性汚泥の脱水処理にはカ
チオン性の有機高分子凝集剤、もしくは硫酸バン土や塩
化第二鉄などの無機凝集剤と両性の有機高分子凝集剤と
の組合わせによって、固形物の凝集処理を行なって脱水
機で固液分離を行なう方法が一般的に採用されている。 【0003】 【発明が解決しようとする課題】しかしながら、油脂分
を非常に多く含んだ汚泥(例えば豚などの食肉工場の汚
泥)は凝集性が悪く、これらの処方では満足に処理でき
ないケースが発生する。汚泥の凝集性が満足に行なえな
い場合、活性汚泥など排水処理工程に対する負荷が非常
にかかったり、汚泥の脱水ケーキ量が増加し廃棄コスト
が増大するなどの問題が発生する為、汚泥の凝集脱水処
理は確実に行なわれる必要性がある。 【0004】 【課題を解決するための手段】本発明者らは、このよう
な油脂分を多量に含んだ脱水困難な汚泥を用いて、その
凝集処理方法を鋭意検討した結果、酸性の無機凝集剤で
汚泥を凝集し易い状態に調質し、アニオン性有機高分子
凝集剤、両性の有機高分子凝集剤の順で凝集処理を行な
う方法を見出した。凝集処理された汚泥は、従来から一
般的に用いられているベルトプレス型脱水機や遠心脱水
機で容易に処理される。 【0005】このように、本発明は油脂を含んでいる有
機質汚泥に凝集剤を添加し、凝集したフロックを分離し
た後脱水機で脱水する有機質汚泥の脱水方法において、
凝集剤として1番目に鉄系もしくはアルミ系酸性無機凝
集剤を添加し、2番目にアニオン系有機高分子凝集剤を
添加し、3番目に両性有機高分子凝集剤を添加すること
を特徴とする有機質汚泥の脱水方法に関する。 【0006】無機凝集剤は、塩化第二鉄、ポリ硫酸鉄、
ポリ塩化アルミ、硫酸バン土など一般的に水処理で用い
られる薬剤でよい。 【0007】アニオン性有機高分子凝集剤は、アクリル
アミド−アクリル酸ナトリウムの共重合物が一般的に用
いられる。但し、これに類するアニオン性水溶性高分子
であれば使用可能である。 【0008】両性の有機高分子凝集剤には、アクリルア
ミド−アクリル酸−ジメチルアミノエチル(メタ)アク
リレートの酸塩(もしくは四級化塩)が広く使われてお
り、それを用いることが出来る。両性凝集剤におけるカ
チオン構成単位とアニオン構成単位のモル比(CV/A
V)は1以上が望ましい。また、カチオン構成単位のモ
ル%は5〜50モル%が望ましい。 【0009】薬剤の添加順序は 1.無機凝集剤(pH4〜6へ調整) 2.アニオン性有機高分子凝集剤 3.両性有機高分子凝集剤 の順で添加する。順序が変わると満足な凝集効果が得ら
れないことがあり、最悪の場合には全く凝集しない。各
凝集剤の添加量は、有機質汚泥の固形分に対し、アニオ
ン系有機高分子凝集剤は0.05〜1重量%、両性有機
高分子凝集剤は0.1〜2重量%程度である。鉄系もし
くはアルミ系酸性無機凝集剤は特に限定はない。 【0010】本発明方法による凝集メカニズムについて
は、充分に判っていないが、次の様な凝集機構が考えら
れる。 1.無機凝集剤で油脂分を凝結処理し、油脂分を核とし
た微細フロックが形成され、アニオン性有機高分子凝集
剤が吸着作用し易くなる。 2.アニオン性有機高分子凝集剤が生成した微細フロッ
クに吸着する。但し、この段階ではアニオン性有機高分
子凝集剤の吸着力が弱いこと、油脂を核としている点か
ら凝集物の物理的強度が非常に弱く、粗大フロックは生
成されない。 3.両性の有機高分子凝集剤を添加すると、これが油脂
分を核とした微細フロックとアニオン性有機高分子凝集
剤とに反応して不溶化、強固なフロックを生成する。 【0011】 【実施例】対象汚泥性状(食肉工場の排水処理場汚泥) (固形物 2.5%固形物当り:油脂分40%,蛋白質
39%,無機質5%,繊維質11%) 上記供試汚泥を300mlのビーカーに200ml採取
し、実施例および比較例の凝集試験を実施した。撹拌は
ジャーテスターで250rpmの速度に設定した。使用
した有機高分子凝集剤を表1に示す。 【0012】 【表1】【0013】実施例1 40%塩化第二鉄溶液0.3mlを添加し、30秒間攪
拌し、次いでアニオン性有機高分子凝集剤Aの0.1%
水溶液7mlを添加し、30秒間攪拌し、次いで両性有
機高分子凝集剤Bの0.2%水溶液10mlを添加し、
30秒間攪拌した。 【0014】実施例2 実施例1においてアニオン性有機高分子凝集剤Aに代え
て、アニオン性有機高分子凝集剤Cの0.1%水溶液7
mlを添加したことを除き、実施例1と同じ処理を行っ
た。 【0015】比較例1 実施例1においてアニオン性高分子凝集剤Aの添加ステ
ップを省略したことを除き、実施例1と同じ処理を行っ
た。 【0016】比較例2 実施例1において両性高分子凝固剤Bの添加ステップを
省略したことを除き、実施例1と同じ処理を行った。 【0017】比較例3 両性高分子凝集剤Bの0.2%水溶液10mlを添加
し、30秒間攪拌した。 【0018】比較例4 40%塩化第二鉄水溶液0.3mlを添加し、30秒間
攪拌し、次いで両性有機高分子凝集剤Bの0.2%水溶
液10mlを添加し、30秒間攪拌し、次いでアニオン
性有機高分子凝集剤Aの0.1%水溶液7mlを添加
し、攪拌した。 【0019】実施例1−2および比較例1−4において
フロックの凝集状態(フロック径)およびその固液分離
の容易さを評価した結果を表2に示す。 【0020】 【表2】
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a technique for treating organic sludge mainly generated in food factories and the like. 2. Description of the Related Art Conventionally, for dehydration treatment of organic sludge, a cationic organic polymer flocculant, or an inorganic flocculant such as bansulfate or ferric chloride and an amphoteric organic polymer flocculant have been used. In general, a method of performing a coagulation treatment of a solid material and performing a solid-liquid separation by a dehydrator in combination with the above method is adopted. [0003] However, sludge containing a very large amount of fats and oils (eg, sludge from meat factories such as pigs) has poor cohesiveness, and there are cases where these formulations cannot be treated satisfactorily. I do. If the coagulation property of the sludge cannot be achieved satisfactorily, the load on the wastewater treatment process such as activated sludge will be extremely high, and problems such as an increase in the amount of dewatered cake of the sludge and an increase in the disposal cost will occur. Processing needs to be performed reliably. Means for Solving the Problems The present inventors diligently studied a coagulation treatment method using such a sludge containing a large amount of fats and oils, which was difficult to dehydrate, and as a result, found that acidic inorganic coagulation was carried out. The present inventors have found a method of conditioning sludge to a state in which the sludge is easily flocculated, and performing a flocculation treatment in the order of an anionic organic polymer flocculant and an amphoteric organic polymer flocculant. The coagulated sludge is easily treated by a conventionally used belt press dehydrator or centrifugal dehydrator. As described above, the present invention relates to a method for dewatering organic sludge in which a flocculant is added to organic sludge containing fats and oils, and flocculated flocs are separated and then dewatered by a dehydrator.
As a coagulant, an iron-based or aluminum-based acidic inorganic coagulant is added first, an anionic organic polymer coagulant is added second, and an amphoteric organic polymer coagulant is added third. The present invention relates to a method for dehydrating organic sludge. The inorganic coagulants include ferric chloride, polyiron sulfate,
Chemicals generally used in water treatment such as polyaluminum chloride and bansulfate may be used. As the anionic organic polymer flocculant, a copolymer of acrylamide and sodium acrylate is generally used. However, any similar anionic water-soluble polymer can be used. As the amphoteric organic polymer flocculant, an acid salt (or quaternized salt) of acrylamide-acrylic acid-dimethylaminoethyl (meth) acrylate is widely used, and it can be used. The molar ratio of the cation constituent unit to the anion constituent unit in the amphoteric flocculant (CV / A
V) is desirably 1 or more. Further, the mole% of the cation constituent unit is desirably 5 to 50 mole%. The order of adding the chemicals is as follows. 1. Inorganic flocculant (adjusted to pH 4-6) 2. Anionic organic polymer flocculant The amphoteric organic polymer flocculant is added in this order. If the order is changed, a satisfactory coagulation effect may not be obtained, and in the worst case, no coagulation occurs. The amount of each coagulant added is about 0.05 to 1% by weight of the anionic organic polymer coagulant and about 0.1 to 2% by weight of the amphoteric organic polymer coagulant based on the solid content of the organic sludge. The iron-based or aluminum-based acidic inorganic coagulant is not particularly limited. The mechanism of aggregation according to the method of the present invention is not fully understood, but the following aggregation mechanism is considered. 1. The oils and fats are coagulated with an inorganic coagulant to form fine flocs with the oils and fats as nuclei, and the anionic organic polymer coagulant is easily adsorbed. 2. The anionic organic polymer flocculant adsorbs on the generated fine flocs. However, at this stage, the physical strength of the agglomerate is very weak because of the weak adsorption power of the anionic organic polymer flocculant and the fact that the fat is the core, so that coarse flocs are not generated. 3. When an amphoteric organic polymer flocculant is added, it reacts with a fine floc having an oil or fat as a nucleus and an anionic organic polymer flocculant to insolubilize and form a strong floc. Example sludge properties (sewage treatment plant sludge of a meat factory) (solids 2.5% per solid: 40% fat, 39% protein, 5% inorganic, 11% fiber) 200 ml of the test sludge was collected in a 300 ml beaker, and the coagulation tests of Examples and Comparative Examples were performed. Agitation was set at 250 rpm with a jar tester. Table 1 shows the organic polymer flocculants used. [Table 1] Example 1 0.3 ml of a 40% ferric chloride solution was added, stirred for 30 seconds, and then 0.1% of anionic organic polymer flocculant A was added.
7 ml of an aqueous solution was added and stirred for 30 seconds, and then 10 ml of a 0.2% aqueous solution of amphoteric organic polymer flocculant B was added,
Stirred for 30 seconds. Example 2 In Example 1, a 0.1% aqueous solution of anionic organic polymer flocculant C was used instead of anionic organic polymer flocculant A.
The same procedure as in Example 1 was performed, except that ml was added. Comparative Example 1 The same process as in Example 1 was performed except that the step of adding the anionic polymer flocculant A was omitted. Comparative Example 2 The same processing as in Example 1 was performed, except that the step of adding the amphoteric polymer coagulant B in Example 1 was omitted. Comparative Example 3 10 ml of a 0.2% aqueous solution of amphoteric polymer flocculant B was added and stirred for 30 seconds. Comparative Example 4 0.3 ml of a 40% aqueous ferric chloride solution was added and stirred for 30 seconds. Then, 10 ml of a 0.2% aqueous solution of amphoteric organic polymer flocculant B was added, and the mixture was stirred for 30 seconds. 7 ml of a 0.1% aqueous solution of the anionic organic polymer flocculant A was added and stirred. Table 2 shows the results of evaluating the flocculation state (floc diameter) of flocs and the ease of solid-liquid separation in Example 1-2 and Comparative Examples 1-4. [Table 2]

Claims (1)

【特許請求の範囲】 【請求項1】油脂を含んでいる有機質汚泥に凝集剤を添
加し、凝集したフロックを分離した後脱水機で脱水する
有機質汚泥の脱水方法において、凝集剤として1番目に
鉄系もしくはアルミ系酸性無機凝集剤を添加し、2番目
にアニオン系有機高分子凝集剤を添加し、3番目に両性
有機高分子凝集剤を添加することを特徴とする有機質汚
泥の脱水方法。
Claims 1. In a method of dehydrating organic sludge, a flocculant is added to an organic sludge containing fats and oils, and flocculated flocs are separated and then dewatered by a dehydrator. A method for dehydrating organic sludge, comprising adding an iron-based or aluminum-based acidic inorganic coagulant, adding an anionic organic polymer coagulant second, and adding an amphoteric organic polymer coagulant third.
JP2002052726A 2002-02-28 2002-02-28 Dehydration method for organic sludge with high fat content Expired - Lifetime JP3968698B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002052726A JP3968698B2 (en) 2002-02-28 2002-02-28 Dehydration method for organic sludge with high fat content

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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Publications (2)

Publication Number Publication Date
JP2003251399A true JP2003251399A (en) 2003-09-09
JP3968698B2 JP3968698B2 (en) 2007-08-29

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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013116455A (en) * 2011-12-05 2013-06-13 Kurita Water Ind Ltd Flocculant treatment method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013116455A (en) * 2011-12-05 2013-06-13 Kurita Water Ind Ltd Flocculant treatment method

Also Published As

Publication number Publication date
JP3968698B2 (en) 2007-08-29

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