JPS62760B2 - - Google Patents

Info

Publication number
JPS62760B2
JPS62760B2 JP53114087A JP11408778A JPS62760B2 JP S62760 B2 JPS62760 B2 JP S62760B2 JP 53114087 A JP53114087 A JP 53114087A JP 11408778 A JP11408778 A JP 11408778A JP S62760 B2 JPS62760 B2 JP S62760B2
Authority
JP
Japan
Prior art keywords
muddy water
solid
weight
liquid separation
sodium polyacrylate
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.)
Expired
Application number
JP53114087A
Other languages
Japanese (ja)
Other versions
JPS5584505A (en
Inventor
Hiroo Yokochi
Yasuhide Umatsuki
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.)
Nihon Cement Co Ltd
Original Assignee
Nihon Cement Co Ltd
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 Nihon Cement Co Ltd filed Critical Nihon Cement Co Ltd
Priority to JP11408778A priority Critical patent/JPS5584505A/en
Publication of JPS5584505A publication Critical patent/JPS5584505A/en
Publication of JPS62760B2 publication Critical patent/JPS62760B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】 本発明は土建工事に伴つて派生する泥水を固液
分離する方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for solid-liquid separation of muddy water derived from civil engineering work.

地中連続壁打、杭打、トンネル堀進、シールド
工法等を行なう土建工事においては泥水を派生す
るが最近、工事の合理化とコストダウンを図つて
工事中に派生した泥水を循環するようになつてき
た。泥水は繰り返し使用されるにつれスラリー濃
度が上り粘性が大となつて容易には沈降しないの
でバキユームカー又は泥水ポンプによつて終末処
理場に運ばれ処理されている。泥水の終末処理場
において泥水はそのままであるとその固液分離が
きわめて困難であるので、通常固液分離剤を用い
て固液分離を促進させている。
Mud water is generated in civil construction work that involves driving underground walls, piling, digging tunnels, shield construction, etc., but recently, in an effort to streamline construction and reduce costs, muddy water produced during construction has been circulated. It's here. As muddy water is repeatedly used, its slurry concentration increases and its viscosity increases, so that it does not settle easily, so it is transported to a final treatment plant by vacuum car or muddy pump for treatment. Since solid-liquid separation of muddy water as it is in a final treatment plant is extremely difficult, a solid-liquid separation agent is usually used to promote solid-liquid separation.

従来この固液分離剤にポリアクリルアマイド及
び又はその加水分解生成物或はこれらに無機塩特
に多価金属塩を併用したものが用いられてきた。
この固液分離剤は効率よく泥水の固液分離を行な
うことができるが、近時ポリアクリルアマイド及
びその部分加水分解物に含まれているアクリルア
マイドモノマーの毒性が問題視されるにいたり、
ポリアクリルアマイド以外の無毒性の固液分離剤
の開発が要望されるようになつた。
Conventionally, polyacrylamide and/or its hydrolyzed product, or a combination thereof with an inorganic salt, particularly a polyvalent metal salt, has been used as the solid-liquid separating agent.
This solid-liquid separation agent can efficiently perform solid-liquid separation of muddy water, but recently the toxicity of the acrylamide monomer contained in polyacrylamide and its partial hydrolyzate has become a problem.
There has been a demand for the development of non-toxic solid-liquid separation agents other than polyacrylamide.

この要望に応じてアルギン酸ナトリウム、でん
ぷん化成品、又はマンナンガム質等が提案された
が、それらと多価金属塩類と併用してもそれらの
固液分離性能はポリアクリルアマイドに比して非
常に低い欠点を有している。
In response to this demand, sodium alginate, starch chemicals, mannan gum, etc. have been proposed, but even when used in combination with polyvalent metal salts, their solid-liquid separation performance is extremely low compared to polyacrylamide. It has its drawbacks.

本発明は無毒性でかつポリアクリルアマイド又
はその加水分解物を用いた場合と同程度に泥水を
固液分離し、また固液分離剤を溶液としてでなく
粉体としてでも泥水に添加し得る泥水の固液分離
法を提供し得たものである。
The present invention is non-toxic and allows solid-liquid separation of muddy water to the same extent as when polyacrylamide or its hydrolyzate is used, and the muddy water can be added to the muddy water not as a solution but as a powder. This method provided a solid-liquid separation method.

本発明はポリ塩化アルミニウムとポリアクリル
酸ナトリウムからなる混合組成物を泥水の固液分
離剤に用いると、ポリ塩化アルミニウムは泥水の
固形成分の凝集効果と清澄性に関与し、ポリアク
リル酸ナトリウムは泥水中の固形成分にその架橋
圧密化と団粒化作用をもたらすとともに両者の相
互補充及び相乗効果によつて泥水が固形分相と液
相とに分離されること、並びにポリ塩化アルミニ
ウムとポリアクリル酸ナトリウムの二成分にさら
に亜鉛塩を添加してなる混合組成物を泥水の固液
分離剤に用いると、亜鉛塩の泥水の固形成分の凝
集作用と清澄作用に加えて、三者の相互補充及び
相乗効果により前記二成分の分離剤に比して泥水
を一段とよく固液分離し分離した液相を清澄させ
るとの知見に基づくものである。
According to the present invention, when a mixed composition consisting of polyaluminum chloride and sodium polyacrylate is used as a solid-liquid separator for muddy water, the polyaluminum chloride is involved in the flocculation effect and clarity of the solid components of the muddy water, and the sodium polyacrylate is The solid components in the mud have a bridging compaction and agglomeration effect, and the mutual replenishment and synergistic effect of the two separates the mud into a solid phase and a liquid phase, and polyaluminum chloride and polyacrylic When a mixed composition formed by adding a zinc salt to the two components of sodium chloride is used as a solid-liquid separator for muddy water, in addition to the flocculating and clarifying effects of the solid component of the muddy water, the three components replenish each other. This is based on the knowledge that due to the synergistic effect, the solid-liquid separation of muddy water is better than that of the two-component separating agent, and the separated liquid phase is clarified.

本発明の要旨はポリ塩化アルミニウム、ポリア
クリル酸ナトリウム、PH調整剤および亜鉛塩を泥
水に添加してその固形成分を凝集沈でんさせるこ
とを特徴とする泥水の固液分離法にある。
The gist of the present invention is a solid-liquid separation method for muddy water, which is characterized by adding polyaluminum chloride, sodium polyacrylate, a PH regulator, and a zinc salt to muddy water to cause the solid components to coagulate and settle.

ポリアクリル酸ナトリウムは重合度20000〜
100000のものが用いられる。
Sodium polyacrylate has a polymerization degree of 20,000~
100000 is used.

本発明においてポリ塩化アルミニウムは泥水に
添加される混合物総量に対して40重量%以下10重
量%以上、ポリアクリル酸ナトリウムは90重量%
以下、60重量%以上であることが好ましい。
In the present invention, polyaluminum chloride is 40% by weight or less and 10% by weight or more, and sodium polyacrylate is 90% by weight based on the total amount of the mixture added to muddy water.
Hereinafter, it is preferably 60% by weight or more.

ポリ塩化アルミニウムとポリアクリル酸ナトリ
ウムとからなる固液分離剤の泥水に対する添加量
は泥水の固形成分の濃度、その成分及び固液分離
剤の成分によつて異なりその最適添加量は場に応
じて定められるが泥水重量に対して0.05〜1.0重
量%が目安となる。
The amount of a solid-liquid separator made of polyaluminum chloride and sodium polyacrylate added to muddy water varies depending on the concentration of solid components in the muddy water, its components, and the components of the solid-liquid separator, and the optimum amount to be added depends on the site. Although it is determined, the standard is 0.05 to 1.0% by weight based on the weight of muddy water.

泥水に固液分離剤を添加した後泥水のPHは5〜
10、好ましくは6〜9であることが望ましい。泥
水のPHをこの範囲に保つのに炭酸ナトリウム、水
酸化ナトリウム、水酸化カルシウム等のPH調整剤
の水溶液が用いられる。
After adding solid-liquid separator to muddy water, the pH of muddy water is 5~
10, preferably 6 to 9. To maintain the pH of muddy water within this range, an aqueous solution of pH adjusters such as sodium carbonate, sodium hydroxide, and calcium hydroxide is used.

ポリアクリル酸ナトリウム及びポリ塩化アルミ
ニウムに加えて亜鉛塩を伴用した泥水の固液分離
剤はこれを併用しないものに比して泥水の固液分
離性及び得られる分離液の清澄性が一段と向上す
る。このさいのポリ塩化アルミニウム、亜鉛塩及
びポリアクリル酸ナトリウムの最適配合割合は二
成分の固液分離剤の場合と同じように泥水の成分
及び性状によつて異なるが、ポリ塩化アルミニウ
ムがこれら三成分の合計量に対して40重量%以上
の場合はポリアクリル酸ナトリウムによる泥水固
形成分の団粒化が遅れ、10重量%以下であるとポ
リ塩化アルミニウムの特性である清澄性が著るし
く低下する。ポリアクリル酸ナトリウムは60重量
%以上80重量%以下であることが好ましく、亜鉛
塩は1重量%以上20重量%以下が好ましい。20重
量%以上であるとポリアクリル酸ナトリウムによ
る泥水の固形成分の団粒化が阻害され、1重量%
以下では効果がない。
A solid-liquid separation agent for muddy water that uses zinc salt in addition to sodium polyacrylate and polyaluminum chloride has much improved solid-liquid separation properties of muddy water and clarity of the resulting separated liquid compared to those that do not use these agents together. do. The optimum blending ratio of polyaluminum chloride, zinc salt, and sodium polyacrylate in this case varies depending on the components and properties of muddy water, just as in the case of two-component solid-liquid separation agents, but polyaluminum chloride If the amount is 40% by weight or more based on the total amount, the agglomeration of solid components of muddy water by sodium polyacrylate will be delayed, and if it is less than 10% by weight, the clarity, which is a characteristic of polyaluminum chloride, will be significantly reduced. . The sodium polyacrylate content is preferably 60% by weight or more and 80% by weight or less, and the zinc salt content is preferably 1% by weight or more and 20% by weight or less. If it is 20% by weight or more, the agglomeration of the solid components of muddy water by sodium polyacrylate will be inhibited, and if it is 1% by weight or more,
The following has no effect.

亜鉛塩には塩化亜鉛、硫酸亜鉛、硝酸亜鉛等が
用いられる。本発明を行なう場合前述の固液分離
剤に加えてさらに凝集剤、架橋剤、表面活性剤を
添加しても本発明を逸脱するものではない。
Zinc chloride, zinc sulfate, zinc nitrate, etc. are used as the zinc salt. When carrying out the present invention, it does not deviate from the present invention even if a flocculant, a crosslinking agent, and a surfactant are added in addition to the solid-liquid separating agent described above.

本発明によつてポリ塩化アルミニウム、亜鉛塩
及びポリアクリル酸ナトリウムからなる固液分離
剤を泥水に添加して泥水の固液分離を行なう場
合、泥水のPHが5〜10、好ましくは6〜9である
ことが望まれる。泥水の種類によつては、固液分
離剤を加えたときのPHが前述の範囲を外れる場合
があるが、その場合には炭酸ナトリウム、水酸化
ナトリウム、水酸化カルシウム等のPH調整剤を加
え、調節することが必要である。
When a solid-liquid separation agent consisting of polyaluminum chloride, zinc salt, and sodium polyacrylate is added to muddy water to perform solid-liquid separation of muddy water according to the present invention, the pH of the muddy water is 5 to 10, preferably 6 to 9. It is desired that Depending on the type of muddy water, the pH when adding a solid-liquid separation agent may be outside the above range, but in that case, add a pH adjuster such as sodium carbonate, sodium hydroxide, or calcium hydroxide. , it is necessary to adjust.

本発明を行なう場合上述の固液分離剤に加えて
凝集剤、架橋剤、表面活性剤を併用することがで
きる。
When carrying out the present invention, in addition to the above-mentioned solid-liquid separating agent, a flocculant, a crosslinking agent, and a surfactant can be used in combination.

固液分離剤の泥水に対する添加量は泥水の固形
成分の濃度、その成分及び固液分離剤の成分によ
つて異なり、その最適添加量は場によつて定めら
れるが泥水重量に対して0.05〜1.0重量%が目安
となる。
The amount of solid-liquid separating agent added to muddy water varies depending on the concentration of solid components in muddy water, its components, and the components of solid-liquid separating agent.The optimal amount to be added is determined depending on the site, but it is 0.05 to 0.05 to the weight of muddy water. The standard is 1.0% by weight.

固液分離剤を泥水に添加するには、固液分離剤
を構成する粉状の各成分を所定の割合に混じて、
さらに、これに必要に応じて炭酸ナトリウム等の
PH調整剤を混じ、得られる混合組成物を泥水に添
加し、泥水を撹拌して固液分離剤をよく分散すれ
ば、泥水は短時間に固液分離して上層の清澄な上
澄水が、また下層にスラツジが得られる。上澄水
はこれを放流し、スラツジはスクリーンで水を切
り、さらに必要に応じて脱水する。
To add a solid-liquid separator to muddy water, mix the powdered components that make up the solid-liquid separator at a predetermined ratio.
Furthermore, if necessary, add sodium carbonate, etc.
By mixing a PH adjuster, adding the resulting mixed composition to muddy water, and stirring the muddy water to disperse the solid-liquid separation agent well, the muddy water will be separated into solid-liquid in a short time, and the upper layer of clear supernatant water will be In addition, sludge is obtained in the lower layer. The supernatant water is discharged, the sludge is drained with a screen, and further dehydrated as necessary.

固液分離剤の構成各分は粉状または水溶液とし
て所定の割合に混合し、得られた固液分離剤の水
溶液を泥水に添加してもよい。
Each component of the solid-liquid separating agent may be mixed in a predetermined ratio as powder or an aqueous solution, and the resulting aqueous solution of the solid-liquid separating agent may be added to the muddy water.

本発明の方法によれば使用する固液分離剤はも
ちろん、泥水に加えた後の上澄液及び沈積スラツ
ジにも毒性の心配がなく、かつ固液分離能にすぐ
れ得られたスラツジを自然過した場合そのスラ
ツジの含水率が70%と低く、他の無機凝集剤を使
用した場合の脱水率が85〜90%であるのに対しき
わめて脱水性がすぐれ、また本発明の方法に用い
られる固液分離剤は泥水の種類、性状に対して普
遍的であり、ただ泥水に対して固液分離剤の使用
量を変えるだけで本発明の目的が遂行され、かつ
また本発明の固液分離剤は、各成分粉状の物を用
いれば単一混合組成物として泥水に添加し得るの
で従来のように固液分離剤、架橋剤、PH調整剤等
の各成分を、それぞれ別個に一定濃度に調整し、
これらを添加する煩雑な工程を必要としない特長
を有する。
According to the method of the present invention, not only the solid-liquid separating agent used but also the supernatant liquid and sedimented sludge after adding it to muddy water are free from toxicity, and the resulting sludge has excellent solid-liquid separation ability. The water content of the sludge is as low as 70%, and the dehydration rate is 85-90% when using other inorganic flocculants. The liquid separating agent is universal for the types and properties of muddy water, and the purpose of the present invention can be achieved by simply changing the amount of solid-liquid separating agent used for muddy water, and the solid-liquid separating agent of the present invention can also be used. If each component is in powder form, it can be added to muddy water as a single mixed composition, so unlike conventional methods, each component such as a solid-liquid separator, crosslinking agent, PH adjuster, etc. can be added separately to a constant concentration. Adjust,
It has the advantage of not requiring a complicated process of adding these.

つぎに本発明を実施例について説明するが本発
明はこれらによつて限定されるものではない。
Next, the present invention will be explained with reference to Examples, but the present invention is not limited thereto.

比較例 1 比較例に供した泥水はシールド工法によるトン
ネル堀進工事において排出されたものを用いた。
この泥水は比較的有機質の少ないシルト質粘土
で、懸濁性固形分21.5重量%、74ミクロン以下の
微粒子は全固形物に対して98%であり泥水のPHは
8.7であつた。
Comparative Example 1 The muddy water used in the comparative example was that discharged during tunnel excavation work using the shield method.
This muddy water is a silty clay with relatively little organic matter, suspended solids content is 21.5% by weight, fine particles of 74 microns or less account for 98% of the total solids, and the pH of the muddy water is
It was 8.7.

この泥水1をビーカーにとり、ポリ塩化アル
ミニウム(粉状で見掛比重が0.83、Al2O3含有量
30重量%)を110ppm、ポリアクリル酸ナトリウ
ム(粉状、重合度;80000)を200ppm前記泥水
に加え、得られる混合組成物を120rpmで20秒間
急速にかきまぜた。そのさいのPHは6.4であつ
た。
Take this muddy water 1 in a beaker and add polyaluminum chloride (powder, apparent specific gravity 0.83, Al 2 O 3 content
30% by weight) and 200 ppm of sodium polyacrylate (powder, degree of polymerization: 80000) were added to the muddy water, and the resulting mixed composition was rapidly stirred at 120 rpm for 20 seconds. The pH at that time was 6.4.

ついでビーカー内容物をかくはん速度75rpmに
減速してかきまぜた。減速度40秒でフロツクが生
じ始め、1分30秒でフロツクの生成が完了した。
The contents of the beaker were then stirred by reducing the stirring speed to 75 rpm. Flocks began to form at a deceleration rate of 40 seconds, and the generation of flocs was completed in 1 minute and 30 seconds.

反応生成物を3分間静置した後、その上澄水の
透明度を測定したところ25であつた。
After the reaction product was allowed to stand for 3 minutes, the transparency of the supernatant water was measured and found to be 25.

沈降したフロツクは粒径10mm程度に固粒化して
いた。このフロツクを目開き1mmのスクリーンで
重力だけの自然過を行なつた結果、スクリーン
上の滓は含水率70%であり、そのさいの液中
のSS(懸濁固形分)は80ppmであつた。
The sedimented flocs were solidified to a particle size of approximately 10 mm. As a result of passing this floc through a screen with an opening of 1 mm using only gravity, the slag on the screen had a moisture content of 70%, and the SS (suspended solids) in the liquid at that time was 80 ppm. .

実施例 1 比較例1に用いた泥水1をビーカーにとり、
これに比較例1に用いたと同じポリ塩化アルミニ
ウムを110ppm、ポリアクリル酸ナトリウムを
200ppm、さらに塩化亜鉛70ppm添加し、その混
合組成物を比較例1に準じて処理した結果、反応
生成物を静置した後の上澄水の透明度は30であ
り、沈降フロツクを目開き1mmのスクーンで自然
過した場合の滓の含水率は70%で、そのさい
の液中のSSは60ppmであつた。
Example 1 Take the muddy water 1 used in Comparative Example 1 into a beaker,
To this, 110 ppm of polyaluminum chloride, the same as used in Comparative Example 1, and sodium polyacrylate were added.
As a result of adding 200 ppm of zinc chloride and further adding 70 ppm of zinc chloride and treating the mixed composition according to Comparative Example 1, the transparency of the supernatant water after allowing the reaction product to stand was 30, and the settled flocs were passed through a screen with an opening of 1 mm. The moisture content of the slag was 70% when it was left to dry naturally, and the SS content in the solution was 60 ppm.

比較例 2 比較例1に用いた泥水1をビーカーにとり、
これにポリ塩化アルミニウムを110ppm、及び加
水分解度25%重合度100000のポリアクリルアマイ
ド(0.1重量%の水溶液として添加)を200ppm添
加し、比較例1と同じように120rpmで20秒間急
速にかきまぜた。そのさいの混合組成物のPHは
6.4であつた。さらにこれを比較例1と同じよう
に減速してかきまぜたところ、減速後1分でフロ
ツクを生じ、1分50秒でフロツクの生成が完了し
た。
Comparative Example 2 Take muddy water 1 used in Comparative Example 1 into a beaker,
To this were added 110 ppm of polyaluminum chloride and 200 ppm of polyacrylamide (added as a 0.1% by weight aqueous solution) with a degree of hydrolysis of 25% and a degree of polymerization of 100,000, and stirred rapidly at 120 rpm for 20 seconds in the same manner as in Comparative Example 1. . At that time, the PH of the mixed composition is
It was 6.4. When this was further stirred at a reduced speed in the same manner as in Comparative Example 1, flocs were formed 1 minute after deceleration, and the formation of flocs was completed in 1 minute and 50 seconds.

得られた反応生成物を3分間静置した後の上澄
液の透明度は25であり、沈降したフロツクは粒径
8mmまで固化していた。沈降フロツクを目開き1
mmのスクリーンで自然過したところ滓の含水
率は72%であつたが、比較例1及び実施例1に比
して沈降フロツクは水切りが悪く粘いことが認め
られた。
After the obtained reaction product was allowed to stand for 3 minutes, the transparency of the supernatant liquid was 25, and the settled flocs had solidified to a particle size of 8 mm. Open the settling floc 1
When the flocs were naturally filtered through a mm screen, the moisture content of the flocs was 72%, but compared to Comparative Example 1 and Example 1, it was found that the sedimented flocs were difficult to drain and were sticky.

実施例 2 この実施例に用いた泥水は地中連続壁工法を施
行した工事現場から排出されたもので、SS濃度
17%、74μ以下のシルト及び粘土分が固形分に対
して98%であり、このほか掘進に用いたポリマー
安定剤(多糖類)、リグニンスルホン酸カルシウ
ム及びテルストツプ(フミン酸塩)等が含まれて
いた。
Example 2 The muddy water used in this example was discharged from a construction site where an underground wall construction method was implemented, and the SS concentration was
17%, silt and clay with a diameter of 74μ or less account for 98% of the solid content, and also contain polymer stabilizers (polysaccharides) used in excavation, calcium ligninsulfonate, Telstop (humate), etc. was.

この泥水1をビーカーに採り、これにポリ塩
化アルミニウム150ppmを5%水溶液で、塩化亜
鉛60ppmを1%水溶液で、かつポリアクリル酸
ナトリウム180ppmを0.1%水溶液で加え、得られ
た混合組成物を120rpmで20秒間かきまぜた後、
5%消石灰水溶液を120rpmでかきまぜながらビ
ーカーの内容物のPHが8.2になるまで添加した。
ついでかくはん速度を75rpmに減速してかきまぜ
たところ、減速後25秒にしてフロツクが生成し、
このフロツクはさらにかきまぜを継続することに
よりその粒径は大きくなり、減速開始後約1分20
秒で7mmに成長し、1分50秒でフロツクの生成と
団粒化が完了し、そのさいのフロツクの粒径は約
10mmであつた。
Take this muddy water 1 in a beaker, add 150 ppm of polyaluminum chloride as a 5% aqueous solution, 60 ppm of zinc chloride as a 1% aqueous solution, and 180 ppm of sodium polyacrylate as a 0.1% aqueous solution, and mix the resulting mixed composition at 120 rpm. After stirring for 20 seconds with
A 5% slaked lime aqueous solution was added while stirring at 120 rpm until the pH of the contents of the beaker reached 8.2.
Then, when the stirring speed was reduced to 75 rpm and stirred, flocs were generated 25 seconds after the speed was reduced.
As the flocs continue to be stirred, their particle size increases, and approximately 1 minute 20 minutes after the start of deceleration.
It grows to 7 mm in seconds, and the generation and agglomeration of flocs are completed in 1 minute and 50 seconds, and the diameter of the flocs is approximately
It was 10mm.

減速開始後2分でかくはんを停止し、ついで3
分間反応生成物を3分間静置したところ、ビーカ
ー内には10容量部のフロツク層と90容量部の上澄
水に分離した。得られた上澄水のPHは8.2で、透
明度は約30であり、得られたフロツク層を目開き
1mmのスクリーンに30mmの厚さに載せて自然過
したところ、そのフロツクは約2分10秒で水切り
され、含水率70%となり容易にスクリーンから剥
離できた。スクリーンで別された液のSSは
80ppmで、そのPHは8.2であつて、河川に放流し
ても差支えない状態であることが認められた。
Stop stirring 2 minutes after starting deceleration, then 3 minutes.
When the reaction product was allowed to stand for 3 minutes, it was separated into a floc layer of 10 parts by volume and a supernatant water of 90 parts by volume in the beaker. The pH of the obtained supernatant water was 8.2, and the transparency was about 30. When the obtained floc layer was placed on a 1 mm aperture screen to a thickness of 30 mm and left to dry, the flocs remained for about 2 minutes and 10 seconds. The water content was 70% and it was easily peeled off from the screen. The liquid SS separated by the screen is
It was found that the concentration was 80ppm and the pH was 8.2, which means that it is safe to discharge into rivers.

実施例 3 実施例2に用いた泥水を1をビーカーに採
り、これを実施例2において塩化亜鉛を用いない
以外は全く実施例2と同じように処理したとこ
ろ、得られた反応生成物の上澄水の透明度は約23
であつた。
Example 3 The muddy water used in Example 2 was taken into a beaker and treated in the same manner as in Example 2 except that zinc chloride was not used. The clarity of clear water is about 23
It was hot.

また得られたフロツク層を実施例2と同じよう
に目開き1mmのスクリーン上に30mmの厚さに載せ
て自然過を行なつたところ、約2分30秒で水切
りされ滓の含水率は71%であつた。
In addition, the obtained floc layer was placed on a screen with a 1 mm opening to a thickness of 30 mm in the same manner as in Example 2, and the water was drained in about 2 minutes and 30 seconds, and the moisture content of the slag was 71. It was %.

比較例 3 実施例2及び実施例3に用いた泥水1をビー
カーに採り、これにポリ塩化アルミニウム
60ppmを5%水溶液で、かつポリアクリルアマ
イドの部分加水分解物(分子量100000加水分解率
25%)180ppmを0.1%水溶液で加えて実施例2と
同じように、ビーカーの内容物をかきまぜながら
5%消石灰水溶液を添加してPHを8.2とした。
Comparative Example 3 Mud water 1 used in Examples 2 and 3 was taken in a beaker, and polyaluminum chloride was added to it.
60ppm in a 5% aqueous solution and a partial hydrolyzate of polyacrylamide (molecular weight 100000 hydrolysis rate)
25%) was added as a 0.1% aqueous solution, and in the same manner as in Example 2, a 5% slaked lime aqueous solution was added while stirring the contents of the beaker to adjust the pH to 8.2.

ついで実施例2に準じてかくはん速度を減速し
てかくはんを継続したところ、約30秒でフロツク
の生成が認められ、約1分30秒で粒径7mmにフロ
ツクが生長し約2分でフロツクの生成と団粒化が
完了した。
Then, as in Example 2, the stirring speed was reduced and stirring was continued, and the formation of flocs was observed in about 30 seconds, the flocs grew to a particle size of 7 mm in about 1 minute and 30 seconds, and the flocs disappeared in about 2 minutes. Generation and agglomeration have been completed.

さらにかくはんを停止して、ついで3分間ビー
カー内容物を3分間静止したところ、10容量部の
フロツク層と90容量部の上澄水層に分離した。そ
の上澄水のPHは8.2で透明度は約20であつた。
Further, stirring was stopped, and the contents of the beaker were allowed to stand still for 3 minutes, resulting in separation into a floc layer of 10 parts by volume and a supernatant water layer of 90 parts by volume. The pH of the supernatant water was 8.2 and the transparency was about 20.

得られたフロツク層を目開き1mmのスクリーン
上に30mmの厚さに載せて自然過を行なつたとこ
ろ、約2分30秒で水切りされ、得られた滓の脱
水率は72%で、スクリーンからの剥離性が実施例
2及び3の場合に比し劣ることが認められた。
When the obtained floc layer was placed on a screen with a 1 mm opening to a thickness of 30 mm and allowed to evaporate naturally, the water was drained in about 2 minutes and 30 seconds, and the dehydration rate of the obtained slag was 72%. It was observed that the releasability from the film was inferior to that of Examples 2 and 3.

以上の実施例及び比較例から明らかなように、
本発明によれば従来法のように毒性の懸念が大き
いポリアクリルアマイドを使用しないので、処理
して得られる排水は全く無害であり、しかも得ら
れるフロツクは過性及び脱水率がよく、かつス
クリーンとの分離性がよいことが認められた。
As is clear from the above examples and comparative examples,
According to the present invention, unlike conventional methods, polyacrylamide, which has a high toxicity concern, is not used, so the wastewater obtained by treatment is completely harmless, and the resulting floc has good permeability and dehydration rate, and is screened. It was recognized that the separability from the

Claims (1)

【特許請求の範囲】 1 ポリ塩化アルミニウム、ポリアクリル酸ナト
リウム、PH調整剤および亜鉛塩を泥水に添加して
その固形成分を凝集沈でんさせることを特徴とす
る泥水の固液分離法。 2 特許請求の範囲第1項においてポリ塩化アル
ミニウムがそれとポリアクリル酸ナトリウム及び
亜鉛塩との合計量に対して40重量%以下10重量%
以上、ポリアクリル酸ナトリウムは80重量%以下
60重量%以上、亜鉛塩は20重量%以下1重量%以
上である泥水の固液分離法。 3 特許請求の範囲第1項又は第2項のいずれか
においてポリアクリル酸ナトリウムが20000〜
100000の重合度である泥水の固液分離法。 4 特許請求の範囲第1項ないし第3項のいずれ
かにおいてポリ塩化アルミニウム、亜鉛塩、ポリ
アクリル酸ナトリウムの合計量が泥水に大して
0.05〜1.0重量%である泥水の固液分離法。 5 特許請求の範囲第1項ないし第4項のいずれ
かにおいてポリ塩化アルミニウム、亜鉛塩、ポリ
アクリル酸ナトリウムを添加後の泥水のPHが5〜
10、好ましくは6〜9である泥水の固液分離法。
[Scope of Claims] 1. A solid-liquid separation method for muddy water, which comprises adding polyaluminum chloride, sodium polyacrylate, a PH adjuster, and a zinc salt to muddy water to cause the solid components to coagulate and settle. 2. In claim 1, polyaluminum chloride accounts for 40% by weight or less and 10% by weight based on the total amount of polyaluminum chloride and sodium polyacrylate and zinc salt.
Above, sodium polyacrylate is 80% by weight or less
A solid-liquid separation method for muddy water in which the content is 60% by weight or more, and the zinc salt content is 20% by weight or more and 1% by weight or more. 3. In either claim 1 or 2, the sodium polyacrylate is 20,000 to 20,000
Solid-liquid separation method for muddy water with a degree of polymerization of 100,000. 4. In any one of claims 1 to 3, the total amount of polyaluminum chloride, zinc salt, and sodium polyacrylate is not very large in muddy water.
Solid-liquid separation method for muddy water that is 0.05-1.0% by weight. 5 In any one of claims 1 to 4, the pH of muddy water after adding polyaluminum chloride, zinc salt, and sodium polyacrylate is 5 to 5.
10, preferably 6 to 9, solid-liquid separation method for muddy water.
JP11408778A 1978-09-19 1978-09-19 Sewage solid-liquid separation Granted JPS5584505A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11408778A JPS5584505A (en) 1978-09-19 1978-09-19 Sewage solid-liquid separation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11408778A JPS5584505A (en) 1978-09-19 1978-09-19 Sewage solid-liquid separation

Publications (2)

Publication Number Publication Date
JPS5584505A JPS5584505A (en) 1980-06-25
JPS62760B2 true JPS62760B2 (en) 1987-01-09

Family

ID=14628754

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11408778A Granted JPS5584505A (en) 1978-09-19 1978-09-19 Sewage solid-liquid separation

Country Status (1)

Country Link
JP (1) JPS5584505A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02251294A (en) * 1989-03-23 1990-10-09 Iseki Tory Tech Inc Treatment of muddy water
JP4152509B2 (en) * 1998-12-25 2008-09-17 株式会社テルナイト Volume reduction method for high-moisture dredged bottom mud

Also Published As

Publication number Publication date
JPS5584505A (en) 1980-06-25

Similar Documents

Publication Publication Date Title
US4783265A (en) Water treatment
CN110420482B (en) Composite flocculant for treating oil sand mine tailings and method for treating mature fine tailings
US5520819A (en) Method of removing suspensions from wastewater
JPS62760B2 (en)
JPS6087813A (en) Coagulating, settling and solidifying agent
JP3262194B2 (en) Treatment of colored concrete wastewater.
JP2010172882A (en) Coagulant, and method of treating muddy effluent
JPH06114209A (en) Water treatment agent and water method
JPS62250990A (en) Treatment of waste water containing phosphate ion
JP3705012B2 (en) Muddy water dehydration
JP2010172883A (en) Coagulant, and method of treating muddy effluent
JP2002079004A (en) Aggregation method
JP4163811B2 (en) Coagulation method and coagulant
JP2008080278A (en) Flocculation method of highly hydratable sludge
JP2001129309A (en) Powder type flocculating and precipitating agent
JP2003112004A (en) Flocculation method
JPH0732000A (en) Low concentration sludge slurry flock-settling agent, inorganic flocculant, organic high polymer flocculant and surplus soil making method of sludge
JP4828378B2 (en) Powdered muddy water treatment agent, muddy water dewatering method, and muddy water volume reducing treatment device
JP2914608B2 (en) Shield method
JP2005007250A (en) Sludge treatment apparatus and sludge treatment method
JP2715017B2 (en) Coagulant for civil engineering
JPH06134500A (en) Treatment of sludge
JP3880700B2 (en) Treatment method for high water content mud
JPH02122900A (en) Treating agent for dehydrating, coagulating and stabilizing mud and dehydrating, coagulating and stabilizing treatment of mud
JPS6329599B2 (en)