JPH0731999A - Dehydrating method of sludge - Google Patents
Dehydrating method of sludgeInfo
- Publication number
- JPH0731999A JPH0731999A JP5202046A JP20204693A JPH0731999A JP H0731999 A JPH0731999 A JP H0731999A JP 5202046 A JP5202046 A JP 5202046A JP 20204693 A JP20204693 A JP 20204693A JP H0731999 A JPH0731999 A JP H0731999A
- Authority
- JP
- Japan
- Prior art keywords
- sludge
- screw
- screen
- dehydration
- polymer flocculant
- 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.)
- Granted
Links
Landscapes
- Treatment Of Sludge (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は有機汚泥の脱水方法に関
するものであり、さらに詳しくはスクリーンによる予備
濃縮装置を持ったスクリユープレスを用いて効率よく、
かつ経済的有利に有機汚泥、特に製紙工場の廃水処理汚
泥の脱水を行う方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for dehydrating organic sludge, and more specifically, to efficiently use a screen press having a screen pre-concentrator,
The present invention also relates to a method of dehydrating organic sludge, particularly wastewater treatment sludge of a paper mill, in an economically advantageous manner.
【0002】[0002]
【従来の技術】下水処理場、屎尿処理場、製紙工場の廃
水処理汚泥、各種工場における活性汚泥法などの生物処
理施設から発生する有機性汚泥は適当な脱水剤を混和し
た後、濾過または遠心分離により機械脱水される。この
様な有機性汚泥に脱水剤としてアクリル系有機高分子凝
集剤を用い汚泥を凝集させたり、ポリ塩化アルミニウ
ム、硫酸バンド、ポリ硫酸鉄等のアルミニウム塩や鉄塩
を加えた金属水酸化物含有汚泥に有機高分子凝集剤を用
い汚泥を凝集させた後にロータリースクリーンで予備濃
縮した後、フィルタープレスで脱水する方法(特開昭5
9−183896号公報)、有機性汚泥を凝集させた後
にベルトプレスやデカンターにより脱水する方法、ある
いは塩化第2鉄および水酸化カルシウムを汚泥に添加し
真空濾過する方法などが提案されている。2. Description of the Related Art Organic sludge generated from biological treatment facilities such as sewage treatment plants, human waste treatment plants, wastewater treatment sludge of paper mills and activated sludge method in various mills is mixed with an appropriate dehydrating agent and then filtered or centrifuged. It is mechanically dehydrated by separation. Acrylic organic polymer flocculant as a dehydrating agent is added to such organic sludge to agglomerate the sludge, and aluminum hydroxide such as polyaluminum chloride, sulfuric acid band, and polyferric sulfate is added, and metal hydroxide is added. A method in which an organic polymer coagulant is used in sludge to coagulate the sludge, which is then pre-concentrated with a rotary screen and then dehydrated with a filter press.
9-183896), a method in which organic sludge is aggregated and then dehydrated by a belt press or a decanter, or a method in which ferric chloride and calcium hydroxide are added to sludge and vacuum filtration is proposed.
【0003】一方、回転スクリユーをパンチングプレー
トで構成した外筒中に内蔵し、外筒の一端内部に凝集汚
泥を供給し、スクリユーの回転で汚泥を外筒中で他端に
向け移動させながらその間に汚泥中の水分を外筒の孔目
から除去し、脱水したケーキを外筒の他端に得るスクリ
ユープレスは従来から公知であり、近年はロータリース
クリーンによる予備濃縮装置を設けて処理能力を向上さ
せる方式が製紙工場の廃水処理汚泥の脱水に多用されて
いる。汚泥脱水機に供給する凝集汚泥を得るためには、
汚泥に有機高分子凝集剤水溶液を添加混合する方法が一
般的である。On the other hand, a rotating screw is built in an outer cylinder composed of a punching plate, coagulated sludge is supplied to one end of the outer cylinder, and sludge is moved to the other end in the outer cylinder by rotation of the screw while sludge is being transferred between them. A screen press for removing the water content from the pores of the outer cylinder and obtaining the dehydrated cake at the other end of the outer cylinder is conventionally known, and in recent years, a preconcentrating device using a rotary screen is provided to improve the processing capacity. The method is often used for dewatering wastewater treatment sludge in paper mills. To obtain coagulated sludge to be supplied to the sludge dewatering machine,
A general method is to add and mix an organic polymer flocculant aqueous solution to sludge.
【0004】このスクリユープレスは外筒内での汚泥の
搬送と、脱水のための加圧力である外筒内での圧力上昇
の双方をスクリユーの回転に依存するため汚泥がスクリ
ユープレスに適する場合は圧力の上昇がスムースに行わ
れ、効率よく脱水が行え、構造が簡単で、運転管理が容
易であるほか、騒音を発生しない、スクリユーを加熱す
ることによって汚泥の含水率を一段と低くできるなどの
長所を有する。また、有機高分子凝集剤水溶液を高流動
状態の汚泥に添加混合して得た凝集汚泥をロータリース
クリーンにて予備濃縮することにより、スクリュープレ
ス単独使用時に較べて汚泥の脱水処理能力を向上させる
ことができ、繊維分が多く脱水性の良い製紙工場廃水の
汚泥脱水に多用されているが、製紙工場廃水汚泥中に多
量の活性汚泥や含水珪酸が混入すると脱水性が悪くな
る。一般的に有機高分子凝集剤は汚泥中に均一分散する
ように低濃度水溶液として添加され、凝集後の汚泥中に
目視されることはない。In this screw press, sludge is suitable for the screw press because it depends on the rotation of the screw both for transporting the sludge in the outer cylinder and for increasing the pressure in the outer cylinder, which is the pressing force for dehydration. In this case, the pressure rises smoothly, dehydration can be performed efficiently, the structure is simple, operation management is easy, noise is not generated, and the water content of sludge can be further reduced by heating the screen. Have the advantages of. Further, by pre-concentrating the coagulated sludge obtained by adding and mixing the aqueous solution of the organic polymer coagulant to the sludge in a highly fluidized state with a rotary screen, the sludge dewatering capacity can be improved as compared with the case where the screw press alone is used. It is often used for sludge dewatering of paper mill wastewater, which has a high fiber content and good dewaterability. However, if a large amount of activated sludge or hydrous silicic acid is mixed into the wastewater sludge of a paper mill, the dewaterability deteriorates. Generally, the organic polymer coagulant is added as a low-concentration aqueous solution so as to be uniformly dispersed in the sludge, and is not visually observed in the sludge after coagulation.
【0005】[0005]
【発明が解決しようとする課題】しかし、有機高分子凝
集剤の低濃度水溶液を用いて汚泥を凝集させ、ロータリ
ースクリーンで予備濃縮した後、スクリユープレスにて
脱水する方法は、脱水性の悪い有機汚泥の場合は汚泥の
処理量を増大できない、汚泥の回収率を向上できない、
汚泥の含水率を低下できないという問題がある。この場
合、例え上記有機高分子凝集剤を含む水溶液の添加量を
増やしたとしても、ロータリースクリーンで予備濃縮し
た後の汚泥はベタツクだけであり、問題を解決すること
はできなかった。本発明の目的は、脱水性の悪い有機汚
泥の場合でも上記問題を解決して、効率よく、かつ経済
的有利に有機汚泥の脱水を行う方法を提供することであ
る。However, a method in which sludge is coagulated using a low-concentration aqueous solution of an organic polymer coagulant, preliminarily concentrated by a rotary screen, and then dehydrated by a screen press has poor dewatering property. In the case of organic sludge, the sludge treatment amount cannot be increased, the sludge recovery rate cannot be improved,
There is a problem that the water content of sludge cannot be reduced. In this case, even if the amount of the aqueous solution containing the organic polymer coagulant added was increased, the sludge after preconcentration with the rotary screen was only sticky, and the problem could not be solved. An object of the present invention is to provide a method for solving the above problem even in the case of an organic sludge having a poor dewatering property, for efficiently and economically dewatering the organic sludge.
【0006】[0006]
【課題を解決するための手段】本発明者らは上記課題を
解決するために鋭意検討を行った結果、例えば、有機高
分子凝集剤を油中あるいは塩水溶液中に約10重量%以
上分散した分散液を高流動状態の凝集汚泥に添加した後
にロータリースクリーンで予備濃縮するか、あるいは有
機高分子凝集剤を含む水溶液を用い汚泥を凝集させた後
にロータリースクリーンで予備濃縮した後、さらに上記
分散液を水と混合しながら添加することにより、高分子
凝集剤含水物相を包含した凝集物とし、これをスクリユ
ープレスに供給して脱水することにより極めて優れた汚
泥の脱水効果が発現することを見い出し本発明に到達し
た。Means for Solving the Problems As a result of intensive studies for solving the above problems, the present inventors have found that, for example, an organic polymer coagulant is dispersed in oil or an aqueous salt solution in an amount of about 10% by weight or more. The dispersion is added to the coagulated sludge in a highly fluidized state and then pre-concentrated with a rotary screen, or the sludge is coagulated using an aqueous solution containing an organic polymer coagulant and then pre-concentrated with a rotary screen, and then the dispersion Is added with water to form a flocculant containing a polymer flocculant hydrate phase, and by supplying this to a screen press for dehydration, an extremely excellent sludge dewatering effect is exhibited. The present invention has been found.
【0007】本発明の請求項1の発明は、スクリーンに
よる予備濃縮装置を持ったスクリユープレスを用いて有
機汚泥の脱水を行うにあたり、高分子凝集剤含水物相を
包含した予備濃縮汚泥をスクリユープレスに供給するこ
とを特徴とする汚泥脱水法である。According to the first aspect of the present invention, when the organic sludge is dehydrated by using a screen press having a screen pre-concentrator, a pre-concentrated sludge containing a polymer flocculant hydrate phase is screened. It is a sludge dewatering method characterized by supplying it to Eupress.
【0008】本発明の請求項2の発明は、高分子凝集剤
含水物相中の高分子凝集剤濃度が0.3〜3重量%であ
ることを特徴とする請求項1に記載の汚泥脱水法であ
る。The invention of claim 2 of the present invention is characterized in that the concentration of the polymer flocculant in the water phase of the polymer flocculant is 0.3 to 3% by weight, and the sludge dewatering according to claim 1. Is the law.
【0009】本発明の請求項3の発明は、スクリーンに
よる予備濃縮装置を持ったスクリユープレスを用いて有
機汚泥の脱水を行うにあたり、予備濃縮操作後の汚泥に
高分子凝集剤含有量0.3〜3重量%の液を添加した
後、スクリユープレスに供給することを特徴とする請求
項1に記載の汚泥脱水法である。According to the third aspect of the present invention, when the organic sludge is dehydrated by using a screenless press having a screen pre-concentrating device, the sludge after the pre-concentrating operation has a polymer coagulant content of 0. The sludge dewatering method according to claim 1, wherein after adding a liquid of 3 to 3% by weight, the liquid is supplied to a screen press.
【0010】本発明に用いられるアクリル系高分子とし
ては5〜100モル%のイオン性モノマーと0〜95モ
ル%のアクリルアミドとの共重合物の中から選ばれる分
子量100万以上好ましくは200万以上のアクリル系
水溶性高分子が適用され、粒径100μm以下の微粒子
として油または塩水溶液中に分散された状態で用いられ
る。かかる分散液の製造法は公知であり、油中水型エマ
ルジョンは特公昭34−10644号公報、特公昭52
−39417号公報及び特公昭55−45783号公報
に記載され、塩水溶液中分散液の製造法は特公昭46−
14907号公報及び特開昭62−20511号公報に
記載されている。The acrylic polymer used in the present invention has a molecular weight of 1,000,000 or more, preferably 2,000,000 or more, selected from copolymers of 5 to 100 mol% of an ionic monomer and 0 to 95 mol% of acrylamide. The acrylic water-soluble polymer is used as a fine particle having a particle size of 100 μm or less, and is used in a state of being dispersed in an oil or salt aqueous solution. A method for producing such a dispersion is known, and water-in-oil emulsions are disclosed in JP-B-34-10644 and JP-B-52.
JP-B-39-417 and JP-B-55-45783, the method for producing a dispersion in an aqueous salt solution is described in JP-B-46-
14907 and Japanese Patent Laid-Open No. 62-20511.
【0011】アクリルアミドと共重合させるイオン性モ
ノマーとしてはジアルキルアミノアルキル(メタ)アク
リレートの塩及び又はその四級化物、ジアルキルアミノ
アルキル(メタ)アクリルアミドの塩及び又はその四級
化物等のアクリル系カチオンモノマー並びにアクリル酸
塩あるいは2−アクリルアミドアルキルスルホン酸塩等
のアクリル系アニオンモノマーが使用される。これらイ
オン性モノマーは2種以上を併用してアクリルアミドと
共重合することもできる。20重量%以下の凝集に悪影
響を及ぼさない範囲の量であれば、アクリロニトルやジ
アセトンアクリルアミドの様な非イオン性モノマーを上
記イオン性モノマーやアクリルアミドと共重合させるこ
とも本発明から免脱されるものではない。As the ionic monomer to be copolymerized with acrylamide, an acrylic cationic monomer such as a salt of dialkylaminoalkyl (meth) acrylate and / or its quaternary product, a salt of dialkylaminoalkyl (meth) acrylamide and / or its quaternary product. In addition, acrylic anion monomers such as acrylate or 2-acrylamidoalkyl sulfonate are used. Two or more of these ionic monomers may be used in combination and copolymerized with acrylamide. It is also excluded from the present invention to copolymerize a nonionic monomer such as acrylonitol or diacetone acrylamide with the above ionic monomer or acrylamide as long as the amount is 20% by weight or less and does not adversely affect aggregation. Not a thing.
【0012】これらアニオン性、カチオン性あるいは両
性の高分子凝集剤を本発明に適用するにあたり、単に一
種類の高分子凝集剤を添加するばかりではなく、二種以
上の高分子凝集剤をそれぞれ個別に添加することも、混
合して添加することも、他の汚泥改質剤と組み合わせて
使用することも、汚泥性状にあわせ、適宜選択すること
ができる。When applying these anionic, cationic or amphoteric polymer flocculants to the present invention, not only one polymer flocculant is added, but two or more polymer flocculants are individually added. Can be added to, mixed with, or used in combination with other sludge modifiers, and can be appropriately selected according to sludge properties.
【0013】[0013]
【作用】以下、図1および図2に例示した本発明の脱水
方法を基に本発明の作用を説明する。1および2は可変
速攪拌翼を有する凝集剤混合槽である。各混合槽には薬
注配管3および/または4より高分子凝集剤水溶液(濃
度0.1〜0.2重量%)を添加し、汚泥を粗大粒状に
凝集させ固液分離を容易にして次の予備濃縮装置へ供給
する。5はロータリースクリーンから成る汚泥の予備濃
縮装置であり、前記凝集汚泥は重力濾過により粒子間隙
水が除去され汚泥濃度5重量%以上に濃縮される。ロー
タリースクリーン5より排出された予備濃縮汚泥は6の
ホッパーを介して7のスクリュープレスへ供給される。
本発明を実施するためには、従来の薬注脱水装置に低粘
性の高分子凝集剤分散液を原液のまま凝集剤混合槽に添
加する薬注配管8および/または高分子凝集剤分散液を
水と混合しながらホッパー6に添加する薬注配管9を装
備する。The operation of the present invention will be described below based on the dehydration method of the present invention illustrated in FIGS. 1 and 2 are coagulant mixing tanks having variable speed stirring blades. An aqueous polymer flocculant solution (concentration 0.1 to 0.2% by weight) was added to each mixing tank from the chemical injection pipes 3 and / or 4 to agglomerate the sludge into coarse particles to facilitate solid-liquid separation. Supply to the pre-concentrator of. Reference numeral 5 denotes a sludge pre-concentrator comprising a rotary screen, and the coagulated sludge is concentrated to a sludge concentration of 5% by weight or more by removing particulate pore water by gravity filtration. The pre-concentrated sludge discharged from the rotary screen 5 is supplied to the screw press 7 through the hopper 6.
In order to carry out the present invention, a conventional chemical injection dehydrator is provided with a chemical injection pipe 8 and / or a polymer coagulant dispersion solution in which a low-viscosity polymer coagulant dispersion solution is added to a coagulant mixing tank as a raw solution. A chemical injection pipe 9 for adding to the hopper 6 while mixing with water is provided.
【0014】スクリユープレス7は、孔径1mm程度の
多孔パンチングプレートからなる横長円筒12の一端上
部にホッパー6を有する。筒内にはテーパ状のスクリユ
ー10が小径部を筒内一端、大径部を筒内他端に向けて
同心状に架設してあり、モータなどで回転駆動する。ス
クリユー10の外周には外径が円筒12の内径に適合し
たネジ11を設けてあり、スクリユーの回転によってネ
ジ11はホッパー6で筒内一端に供給された予備濃縮汚
泥を他端に向け推進する。The screen press 7 has a hopper 6 at one upper end of a horizontally elongated cylinder 12 made of a perforated punching plate having a hole diameter of about 1 mm. A tapered screw 10 is concentrically installed in the cylinder so that the small diameter portion faces one end and the large diameter portion faces the other end inside the cylinder, and is rotationally driven by a motor or the like. A screw 11 having an outer diameter adapted to the inner diameter of the cylinder 12 is provided on the outer circumference of the screw 10, and the screw 11 propels the pre-concentrated sludge supplied to one end of the cylinder by the hopper 6 toward the other end by rotation of the screw. .
【0015】この様にスクリユーはテーパを有し、スク
リユー外周と横長円筒内周間の環状間は横長円筒の一端
から他端に向かって次第に狭くなる。従って、横長円筒
の一端内部に供給された予備濃縮汚泥は現状隙間の広い
一端側では水分を円筒の孔目を通じ脱水しながら低圧力
で他端に向かって移動し、横長円筒の中間部では環状隙
間が或る程度狭くなったことにより中程度に加圧されて
同様に脱水し、他端側では最高に加圧されて同様に脱水
し、最後に横長円筒の他端から脱水ケーキとなって排出
される。As described above, the screen has a taper, and the annular space between the outer circumference of the screen and the inner circumference of the horizontally elongated cylinder is gradually narrowed from one end to the other end of the horizontally elongated cylinder. Therefore, the pre-concentrated sludge supplied into one end of the horizontal cylinder moves toward the other end at a low pressure while dehydrating water through the pores of the cylinder on the one end side where the current gap is wide, and in the middle of the horizontal cylinder an annular shape. Since the gap is narrowed to a certain extent, it is moderately pressurized and dehydrated in the same manner, and the other end side is pressurized to the maximum and dehydrated similarly, and finally the dehydrated cake is formed from the other end of the horizontal cylinder. Is discharged.
【0016】上記スクリュープレスに供給される予備濃
縮汚泥は、凝集した汚泥マトリックス中に剪断力がかか
るとこわれて絞り出されて水分と共に円筒の孔目を通じ
て排出され易い相と、高分子凝集剤含水物相を包含して
いる。高分子凝集剤含水物相中の高分子凝集剤の濃度は
0.3〜3重量%、好ましくは0.5〜2重量%であ
る。0.3重量%未満では凝集効果を発揮する前に外筒
孔目より排出除去され、3重量%以上では高粘度のため
に汚泥中に分散され難い。The pre-concentrated sludge supplied to the screw press is crushed when shearing force is applied to the coagulated sludge matrix, squeezed out, and is easily discharged together with water through the pores of the cylinder. It covers the physical aspects. Polymer flocculant The concentration of the polymer flocculant in the hydrated phase is 0.3 to 3% by weight, preferably 0.5 to 2% by weight. If it is less than 0.3% by weight, it is discharged and removed from the pores of the outer cylinder before the aggregation effect is exhibited, and if it is 3% by weight or more, it is difficult to be dispersed in sludge due to its high viscosity.
【0017】スクリユープレス7中で脱水が進行すると
高分子凝集剤含水物相は剪断力により微細化され混練さ
れ次第に汚泥中に均一に分散して、上記絞り出され易い
相を再凝集するので、その結果上記絞り出され易い相が
円筒の孔目を通じて排出されなくなると共に凝集物全体
の強度が高くなり、もはやスクリユープレス内の圧力で
は破壊しなくなるので、スクリユープレスは理想的な圧
力上昇のもとに凝集物を脱水し、汚泥の脱水効率を大幅
に向上することができる。As the dehydration progresses in the screen press 7, the polymer coagulant hydrate phase is finely divided by shearing force, and is kneaded and then uniformly dispersed in the sludge to re-aggregate the easily squeezed phase. As a result, the above-mentioned squeezable phase is not discharged through the pores of the cylinder and the strength of the whole agglomerate becomes high, so that the pressure in the screen press no longer breaks, so the screen press has an ideal pressure rise. The agglomerates can be dewatered under the condition that the sludge dewatering efficiency can be greatly improved.
【0018】尚、必要に応じスクリユーの内部に蒸気を
供給してスクリユーを加熱してもよい。こうして本発明
によればロータリースクリーンによる予備濃縮装置を持
ったスクリユープレスを用いて有機汚泥の脱水を行うに
あたり、まず高分子凝集剤含水物相を包含した凝集物を
作り、これをスクリユープレスに連続的に供給すること
によりスクリユープレスの機能を最高に発揮させて汚泥
を脱水することができる。If necessary, steam may be supplied into the screen to heat the screen. Thus, according to the present invention, when the organic sludge is dehydrated using the screen press having the preconcentrating device with the rotary screen, first, the agglomerates containing the polymer coagulant hydrate phase are prepared, and the screen press is used. By continuously supplying to the press, the function of the screen press can be maximized and the sludge can be dehydrated.
【0019】[0019]
【実施例】以下、本発明を実施例により具体的に説明す
るが、本発明はこれらによって限定されるものではな
い。図1に本試験に用いた汚泥脱水装置の構成を示す。
1および2は可変速攪拌翼を有する凝集剤混合槽であ
り、標準的な混合条件は各槽の滞留時間1.5分、攪拌
翼周速1m/秒である。各混合槽には薬注配管3および
/または4より高分子凝集剤水溶液(濃度0.1〜0.
2重量%)を添加し、汚泥を粗大粒状に凝集させ固液分
離を容易にして次の予備濃縮装置へ供給する。5は目開
き40メッシュのロータリースクリーンから成る汚泥の
予備濃縮装置であり、前記凝集汚泥は重力濾過により粒
子間隙水が除去され汚泥濃度5重量%以上に濃縮され
る。ロータリースクリーン5より排出された予備濃縮汚
泥は6のホッパーを介して7のスクリュープレスへ供給
される。以上は従来実施されてきた薬注脱水装置であ
る。本発明を実施するためには、従来の薬注脱水装置に
低粘性の高分子凝集剤分散液を原液のまま凝集剤混合槽
に添加する薬注配管8および/または高分子凝集剤分散
液を水と混合しながらホッパー6に添加する薬注配管9
を装備する。また表1に本試験に用いる高分子凝集剤の
組成を示す。図1の装置を用いて行った脱水試験の結果
を以下に記す。EXAMPLES The present invention will now be specifically described with reference to examples, but the present invention is not limited thereto. Fig. 1 shows the configuration of the sludge dewatering device used in this test.
1 and 2 are coagulant mixing tanks having variable speed stirring blades, and standard mixing conditions are a residence time of 1.5 minutes in each tank and a stirring blade peripheral speed of 1 m / sec. The polymer coagulant aqueous solution (concentration 0.1 to 0.
2% by weight) and the sludge is agglomerated into coarse particles to facilitate solid-liquid separation and then supplied to the next preconcentrator. Reference numeral 5 is a sludge pre-concentrator comprising a rotary screen having openings of 40 mesh, and the coagulated sludge is concentrated to a sludge concentration of 5% by weight or more by removing particulate pore water by gravity filtration. The pre-concentrated sludge discharged from the rotary screen 5 is supplied to the screw press 7 through the hopper 6. The above is the conventional chemical injection dehydrator. In order to carry out the present invention, a conventional chemical pouring dehydrator is provided with a chemical pouring pipe 8 for adding a low-viscosity polymer coagulant dispersion as it is to a coagulant mixing tank and / or a polymer coagulant dispersion. Chemical injection pipe 9 to be added to hopper 6 while mixing with water
Equip. Table 1 shows the composition of the polymer flocculant used in this test. The results of the dehydration test conducted using the apparatus of FIG. 1 are described below.
【0020】[0020]
【表1】 [Table 1]
【0021】(実施例1および比較例1)製紙工場より
排出される凝集沈降処理汚泥と活性汚泥法生物処理余剰
汚泥の混合物から成る有機汚泥(pH6.7、SS1.
6重量%、TS1.7重量%、VTS/TS58重量
%、200メッシュ残留物/SS14.5重量%)を試
験に供した。図1の薬注配管3よりアニオン性高分子凝
集剤P−1の0.1重量%水溶液を添加し、薬注配管4
よりカチオン性高分子凝集剤P−2の0.2重量%水溶
液を添加して得た汚泥凝集物を重力濾過することにより
乾固型分6.2重量%の予備濃縮汚泥がロータリースク
リーン5より排出された。上記標準状態におけるポリマ
ー(高分子凝集剤)の添加量は汚泥TS(乾固型分)あ
たりのポリマー純分表示で、P−1およびP−2ともに
0.2重量%である。この標準状態をブランクとし、さ
らにP−2を追加薬注するにあたり薬注方法を変化させ
た比較を表2に示す。(Example 1 and Comparative Example 1) An organic sludge (pH 6.7, SS1.SS) composed of a mixture of coagulation sedimentation sludge discharged from a paper mill and surplus sludge of activated sludge biological treatment.
6 wt%, TS 1.7 wt%, VTS / TS 58 wt%, 200 mesh residue / SS 14.5 wt%) were tested. A 0.1 wt% aqueous solution of anionic polymer flocculant P-1 was added from the chemical injection pipe 3 in FIG.
A 0.2% by weight aqueous solution of the cationic polymer flocculant P-2 was added to the sludge agglomerate to perform gravity filtration to obtain a pre-concentrated sludge having a dry solid content of 6.2% by weight from the rotary screen 5. Was discharged. The addition amount of the polymer (polymer flocculant) in the standard state is a polymer pure content per sludge TS (dry solid content) and is 0.2% by weight for both P-1 and P-2. Table 2 shows a comparison in which the standard state was used as a blank, and the chemical injection method was further changed for the additional chemical injection of P-2.
【0022】ただし表2における各配管からの薬注条件
はそれぞれ異なり、配管4は0.2重量%水溶液添加、
配管8は12.5重量%分散液の原液添加、配管9は稀
釈液中のポリマー含有量が1重量%と成る様にポリマー
分散液と水を混合しながら添加した。また処理量の表示
は上記標準状態、すなわちブランクにおける汚泥処理量
を基準とした割合で表示した。なお試験番号4および5
においてロータリースクリーンから排出された予備濃縮
汚泥中には粒径0.5〜3mmのP−2含水相の粒子が
認められ、該粒子中のポリマー濃度は約1〜2重量%で
あった。However, the condition of chemical injection from each pipe in Table 2 is different, and the pipe 4 has a 0.2 wt% aqueous solution added,
The pipe 8 was added with the stock solution of the 12.5 wt% dispersion liquid, and the pipe 9 was added while mixing the polymer dispersion liquid and water so that the polymer content in the diluting liquid was 1 wt%. Further, the display of the treatment amount is shown in the standard state, that is, in the ratio based on the sludge treatment amount in the blank. Test numbers 4 and 5
In the pre-concentrated sludge discharged from the rotary screen, particles of P-2 water-containing phase having a particle size of 0.5 to 3 mm were observed, and the polymer concentration in the particles was about 1 to 2% by weight.
【0023】[0023]
【表2】 [Table 2]
【0024】(実施例2および比較例2)配管9より追
加薬注するP−2稀釈液中のポリマー濃度を変化させる
以外は実施例1と同一の脱水試験を行った。結果を表3
に示す。(Example 2 and Comparative Example 2) The same dehydration test as in Example 1 was carried out except that the polymer concentration in the P-2 diluted solution to be additionally injected through the pipe 9 was changed. The results are shown in Table 3.
Shown in.
【0025】[0025]
【表3】 [Table 3]
【0026】(実施例3および比較例3)製紙工場より
排出される凝集沈降処理汚泥と活性汚泥法生物処理余剰
汚泥の混合物に液体バンド200ppmを添加混合した
有機汚泥(pH;6.5、SS;2.1重量%、VTS
/TS;65重量%、200メッシュ残留物/SS;1
6.7重量%)を試験に供した。図1の薬注配管4より
両性高分子凝集剤P−3の0.2重量%水溶液を添加し
て得た汚泥凝集物を重力濾過することにより乾固型分
6.5重量%の予備濃縮汚泥がロータリースクリーン5
より排出された。上記標準状態におけるポリマー(高分
子凝集剤)の添加量は汚泥TSあたりのポリマー純分表
示で0.4重量%であり、増量効果は認められなかっ
た。この標準状態をブランクとし、さらにP−3を水と
混合しながら配管9より追加薬注した。結果を表4に示
す。(Example 3 and Comparative Example 3) Organic sludge (pH; 6.5, SS) obtained by adding 200 ppm of liquid band to a mixture of coagulation sedimentation sludge discharged from a paper mill and surplus sludge of biological treatment by activated sludge method. 2.1% by weight, VTS
/ TS; 65% by weight, 200 mesh residue / SS; 1
6.7% by weight) was subjected to the test. Preliminary concentration of 6.5% by weight of dry solids was obtained by gravity filtration of sludge aggregate obtained by adding 0.2% by weight aqueous solution of amphoteric polymer flocculant P-3 from the chemical injection pipe 4 in FIG. Sludge is a rotary screen 5
More discharged. The addition amount of the polymer (polymer flocculant) in the standard state was 0.4% by weight in terms of polymer pure content per sludge TS, and no effect of increasing the amount was recognized. This standard state was used as a blank, and P-3 was mixed with water, and additional chemicals were injected through the pipe 9. The results are shown in Table 4.
【0027】[0027]
【表4】 [Table 4]
【0028】(実施例4および比較例4)実験に用いる
両性高分子凝集剤をP−4とする以外は実施例3と同一
の試験を行った。結果を表5に示す。なお、P−4添加
量を対汚泥TS0.4重量%の標準状態から増量し、2
倍の添加量である対汚泥TSあたり、0.8重量%添加
時においても汚泥脱水状態は標準状態すなわちブランク
と略々同等であった。(Example 4 and Comparative Example 4) The same test as in Example 3 was conducted except that the amphoteric polymer flocculant used in the experiment was P-4. The results are shown in Table 5. The amount of P-4 added was increased from the standard state of 0.4% by weight of TS to sludge, and 2
Even when 0.8 wt% was added to the sludge TS, which was double the amount, the sludge dewatering state was almost the same as the standard state, that is, the blank.
【0029】[0029]
【表5】 [Table 5]
【0030】[0030]
【発明の効果】本発明は有機性汚泥の脱水方法に関する
ものであり、例えば、有機高分子凝集剤を油中あるいは
塩水溶液中に約10重量%以上分散した分散液を高流動
状態の凝集汚泥に添加した後にロータリースクリーンで
予備濃縮することにより、高分子凝集剤含水物相を包含
した凝集物とし、これをスクリユープレスに供給して脱
水することにより、活性汚泥や含水珪酸を含有した製紙
工場の廃水汚泥などのように汚泥の強度が弱く、脱水性
が悪い有機汚泥の場合でも汚泥の処理量を増大できる、
汚泥の回収率を向上できる、汚泥の含水率を低下できる
などの極めて優れた汚泥の脱水効果を得ることができ
る。本発明は、効率よくかつ経済的有利に有機汚泥の脱
水を行うことができるので産業上の利用価値が高い。INDUSTRIAL APPLICABILITY The present invention relates to a method for dehydrating organic sludge. For example, a dispersion of an organic polymer flocculant dispersed in oil or an aqueous salt solution in an amount of about 10% by weight or more is a highly fluidized flocculated sludge. After being concentrated in a rotary screen to give a flocculant containing a polymer flocculant hydrate phase, the flocculate is supplied to a screen press for dehydration to produce a papermaking product containing activated sludge or hydrous silicic acid. The sludge treatment amount can be increased even in the case of organic sludge, which has poor dewaterability and weak sludge strength such as wastewater sludge in factories.
It is possible to obtain an extremely excellent sludge dewatering effect such that the sludge recovery rate can be improved and the water content of the sludge can be reduced. INDUSTRIAL APPLICABILITY The present invention is capable of dehydrating organic sludge efficiently and economically, and thus has high industrial utility value.
【図1】 本発明の一実施例を示すフローシートであ
る。FIG. 1 is a flow sheet showing an embodiment of the present invention.
【図2】 スクリュープレスの断面説明図である。FIG. 2 is an explanatory cross-sectional view of a screw press.
1、2 凝集剤混合槽 3、4 薬注配管 5 ロータリースクリーン 6 ホッパー 7 スクリユープレス 8、9 薬注配管 10 スクリュー 11 ネジ 12 円筒 1, 2 Flocculant mixing tank 3, 4 Chemical injection pipe 5 Rotary screen 6 Hopper 7 Screen press 8, 9 Chemical injection pipe 10 Screw 11 Screw 12 Cylinder
Claims (3)
スクリユープレスを用いて有機汚泥の脱水を行うにあた
り、高分子凝集剤含水物相を包含した予備濃縮汚泥をス
クリユープレスに供給することを特徴とする汚泥脱水
法。1. When dewatering an organic sludge using a screen press having a screen pre-concentrator, a pre-concentrated sludge containing a polymer coagulant hydrate phase is supplied to the screen press. Sludge dewatering method.
濃度が0.3〜3重量%であることを特徴とする請求項
1に記載の汚泥脱水法。2. The sludge dewatering method according to claim 1, wherein the concentration of the polymer flocculant in the water phase of the polymer flocculant is 0.3 to 3% by weight.
スクリユープレスを用いて有機汚泥の脱水を行うにあた
り、予備濃縮操作後の汚泥に高分子凝集剤含有量0.3
〜3重量%の液を添加した後、スクリユープレスに供給
することを特徴とする請求項1に記載の汚泥脱水法。3. When the organic sludge is dehydrated by using a screen press having a screen pre-concentration device, the sludge after the pre-concentration operation has a polymer coagulant content of 0.3.
The sludge dewatering method according to claim 1, wherein the liquid is added to the screen press after adding 3 to 3 wt% of the liquid.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP20204693A JP3222278B2 (en) | 1993-07-23 | 1993-07-23 | Sludge dewatering method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20204693A JP3222278B2 (en) | 1993-07-23 | 1993-07-23 | Sludge dewatering method |
Publications (2)
Publication Number | Publication Date |
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JPH0731999A true JPH0731999A (en) | 1995-02-03 |
JP3222278B2 JP3222278B2 (en) | 2001-10-22 |
Family
ID=16451036
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JP20204693A Expired - Lifetime JP3222278B2 (en) | 1993-07-23 | 1993-07-23 | Sludge dewatering method |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2005125214A (en) * | 2003-10-23 | 2005-05-19 | Hymo Corp | Dewatering method of organic sludge |
JP2007267702A (en) * | 2006-03-31 | 2007-10-18 | Mitsui Eng & Shipbuild Co Ltd | Method for producing shochu distillation lees concentrated solution |
JP2009195894A (en) * | 2008-01-21 | 2009-09-03 | Hymo Corp | Sludge dehydrating method |
JP2010158660A (en) * | 2008-12-11 | 2010-07-22 | Hymo Corp | Sludge dehydration method |
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JP2012187449A (en) * | 2011-03-08 | 2012-10-04 | Yoshiro Aoyama | Thermal dehydration of sludge |
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1993
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Cited By (9)
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JP2005125214A (en) * | 2003-10-23 | 2005-05-19 | Hymo Corp | Dewatering method of organic sludge |
JP2007267702A (en) * | 2006-03-31 | 2007-10-18 | Mitsui Eng & Shipbuild Co Ltd | Method for producing shochu distillation lees concentrated solution |
JP2009195894A (en) * | 2008-01-21 | 2009-09-03 | Hymo Corp | Sludge dehydrating method |
JP2010158660A (en) * | 2008-12-11 | 2010-07-22 | Hymo Corp | Sludge dehydration method |
EP2484641A1 (en) * | 2009-09-28 | 2012-08-08 | Guangzhou Pude Environmental Protection Equipment Ltd. | Method of integration of concentration-dehydration and aerobic air-drying of sewage sludge |
EP2484641A4 (en) * | 2009-09-28 | 2014-01-22 | Guangzhou Pude Environmental Prot Equipment Ltd | Method of integration of concentration-dehydration and aerobic air-drying of sewage sludge |
JP2012187449A (en) * | 2011-03-08 | 2012-10-04 | Yoshiro Aoyama | Thermal dehydration of sludge |
CN113731011A (en) * | 2021-10-13 | 2021-12-03 | 本源精化环保科技有限公司 | Dewatering equipment is used in production and processing of dihydroxy dicyclohexyl propane |
CN113731011B (en) * | 2021-10-13 | 2024-04-26 | 本源精化环保科技有限公司 | Dewatering equipment is used in dihydroxydicyclohexyl propane production and processing |
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