JPS62294488A - Treatment of aqueous suspension - Google Patents

Treatment of aqueous suspension

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Publication number
JPS62294488A
JPS62294488A JP13603286A JP13603286A JPS62294488A JP S62294488 A JPS62294488 A JP S62294488A JP 13603286 A JP13603286 A JP 13603286A JP 13603286 A JP13603286 A JP 13603286A JP S62294488 A JPS62294488 A JP S62294488A
Authority
JP
Japan
Prior art keywords
water
flocculant
treated
stirring tank
tank
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
JP13603286A
Other languages
Japanese (ja)
Inventor
Hitoshi Hatano
倫 波多野
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 Solid Co Ltd
Original Assignee
Nihon Solid 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 Solid Co Ltd filed Critical Nihon Solid Co Ltd
Priority to JP13603286A priority Critical patent/JPS62294488A/en
Publication of JPS62294488A publication Critical patent/JPS62294488A/en
Pending legal-status Critical Current

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  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Physical Water Treatments (AREA)

Abstract

PURPOSE:To enhance floc forming efficiency, by raising the temp. of a part or all of water to be treated introduced into a stirring tank and subsequently adding a part or all of a flocculant to said water to be treated. CONSTITUTION:Raw water is made to flow to a rapid stirring tank 2 and a ceramic heater is brought to an operation state to raise the temp. of raw water to 14-25 deg.C. An inorg. flocculant, an org. flocculant and a neutralizing agent are injected in the rapid stirring tank 2 from an inorg. flocculant tank 5, an org. flocculant tank 6 and a neutralizing agent tank 7 so as to adjust the concns. of said additives to predetermined values. The flocculants rapidly cause hydration reaction by heated water and grow to form flocs. The raw water mixed with flocs is sent to a slow speed stirring tank 3 to be stirred and allowed to stand to perform solid-liquid separation. By this method, treatment time can be shortened.

Description

【発明の詳細な説明】 3、発明の詳細な説明 産業上の利用分野 本発明は、懸濁水の処理方法に係り、特に上水道の原水
等を急速攪拌、緩速攪拌、沈澱池又は浮上分離油で順次
処理する処理方法において、急速撹拌槽における凝集剤
の加水分解及びフロックの生成効率を向上したものに関
する。
Detailed Description of the Invention 3. Detailed Description of the Invention Industrial Field of Application The present invention relates to a method for treating suspended water, and in particular, it relates to a method for treating suspended water, particularly raw water of waterworks, etc., by rapid agitation, slow agitation, settling tank or flotation separation of oil. The present invention relates to a treatment method in which the hydrolysis of a flocculant and the generation efficiency of flocs in a rapid stirring tank are improved in a treatment method in which treatment is performed sequentially in a rapid stirring tank.

従来の技術 汚濁物質の懸濁する汚濁水から汚濁物質を除去して浄化
する水処理方法は各分野で行われている。
2. Description of the Related Art Water treatment methods for purifying pollutants by removing pollutants from suspended water are used in various fields.

例えば上水道の原水をまず急速攪拌層に導いて凝譲剤を
注入し、原水と凝集剤を攪拌混合させる。
For example, raw water from a city water supply is first introduced into a rapid stirring layer, a flocculant is injected, and the raw water and flocculant are stirred and mixed.

これにより凝集剤の例えばPAC(ポリ塩化アルミニウ
ム)は加水分解を起こし、フロックを形成する。このフ
ロックは原水とともに次の工程の緩速撹拌槽に導かれ、
ここで原水の汚濁物質とフロックの接触がはかられ、汚
濁物質はフロックに吸着され、フロックは架橋される。
This causes the flocculant, such as PAC (polyaluminum chloride), to undergo hydrolysis and form flocs. This floc is led to the next step, a slow stirring tank, along with the raw water.
Here, the pollutants in the raw water are brought into contact with the flocs, the pollutants are adsorbed onto the flocs, and the flocs are crosslinked.

そしてこの汚濁物質を吸着したフロックは架橋し、原水
とともに沈澱池に導かれ〜ここで静置状態におかれて沈
降分離される。
The flocs that have adsorbed the pollutants are then crosslinked and led together with the raw water to a sedimentation tank where they are allowed to stand still and are sedimented and separated.

このような上水道の水処理は、原水を導入しながら連続
的に行われるので原水の急速撹拌槽に滞留する時間も制
限され、この制限された時間内で凝集剤の加水分解、フ
ロックの生成が十分に行なわれることが好ましい。しか
しながら、例えば凝集剤PACの加水分解、フロックの
生成速度は、その濃度、攪拌条件、アルカリ度、共存イ
オン、温度、PH等により異なり、これらの加水分解、
フロックの生成が不十分なまま緩速撹拌槽に原水ととも
に送られると、フロックによる原水中の汚濁物質の吸着
が十分に行われず、このままで沈澱池に送出されるとフ
ロックに吸着されない汚濁物質は沈降されないで水中に
残されるため汚濁物質の除去効率が悪くなり、取り出さ
れる上澄み液は飲料水として通さなくなることもある。
Such water treatment for waterworks is carried out continuously while introducing raw water, so the time the raw water stays in the rapid stirring tank is also limited, and within this limited time, the hydrolysis of the coagulant and the formation of flocs are completed. Preferably, this is done thoroughly. However, for example, the hydrolysis of the flocculant PAC and the rate of floc formation vary depending on its concentration, stirring conditions, alkalinity, coexisting ions, temperature, pH, etc.
If the raw water is sent to the slow stirring tank with insufficient floc formation, the pollutants in the raw water will not be sufficiently adsorbed by the flocs. Since the pollutants are left in the water without sedimentation, the removal efficiency of pollutants becomes poor, and the supernatant liquid that is removed may not be passable as drinking water.

これを回避するには、上記の凝集剤の濃度等を原水の状
態にしたがって制御しなければならないが、原水は冬期
と夏IJIでは温度が違うというようにその処理される
状態がことなることがあるため実際にはその制御を行う
のは煩わしい。この場合、水処理速度を小さくして凝集
剤のフロックの生成をし易くすることも考えられるが、
これは水処理’dJ率を低くするので好ましくない。特
に冬場の水温の低い原水を処理するときには、凝集剤の
加水分解、フロックの生成は生し難いので、水処理速度
が低下してコスト高になりその改善がのぞまれている。
To avoid this, the concentration of the above-mentioned flocculant must be controlled according to the condition of the raw water, but the conditions in which raw water is treated may differ, such as the temperature being different in winter and summer IJI. Therefore, it is actually troublesome to control it. In this case, it may be possible to reduce the water treatment rate to facilitate the formation of coagulant flocs.
This is undesirable because it lowers the water treatment 'dJ rate. Particularly when treating raw water with a low water temperature in winter, it is difficult to hydrolyze the coagulant and form flocs, which reduces the water treatment speed and increases costs, and improvements are desired.

」−記は汚濁物質を沈降分離させる場合であったが、浮
遊選鉱のように!!!濁物を浮遊分離させることも行わ
れており、このような浮遊分離方法において例えば上記
と同様な工程により凝集剤を処理した後、沈澱池の代わ
りに浮遊分離油を用いて懸濁物を凝築させ、この凝集粒
子を例えば空気泡により浮上分離させるときにも凝集剤
の効率的使用についての同様な問題点がある。
”-The description was for the case where pollutants are separated by sedimentation, but it is similar to flotation! ! ! Floating separation of suspended matter is also practiced, and in such a floating separation method, for example, after treating the flocculant with a process similar to the above, the suspended matter is flocculated using floating separation oil instead of a sedimentation tank. Similar problems regarding the efficient use of flocculants arise when the flocculants are allowed to build up and the flocculated particles are floated off, for example by air bubbles.

発明が解決しようとする問題点 以上説明したように、従来の水処理の際の凝集剤は被処
理水にそのまま加えられていたので、連続水処理を行う
ときには加水分解、フロックの生成効率が悪く、この悪
い状態で被処理水の懸濁物質との接触がはかられていた
ため、その沈降分離又は浮上分離効率の点で問題があり
、その改善が望まれていた。
Problems to be Solved by the Invention As explained above, in conventional water treatment, flocculants are added directly to the water to be treated, so when continuous water treatment is performed, hydrolysis and floc formation efficiency is poor. Since the water to be treated comes into contact with suspended solids in this poor condition, there is a problem in terms of sedimentation separation or flotation separation efficiency, and an improvement has been desired.

問題点を解決するための手段 本発明は、上記の問題点を解決するために、被処理水を
撹拌槽で凝集剤とともにフロックを形成する処理をする
工程を有し、被処理水中の懸濁物質を沈降分離又は浮上
分離する水処理方法において、撹拌槽に導入した被処理
水の一部又は全部の温度を高めこの温度を高めた被処理
水に凝集剤の一部又は全部を加えることを特徴とする懸
濁水の処理方法を提供するものである。
Means for Solving the Problems In order to solve the above-mentioned problems, the present invention includes a step of treating the water to be treated in a stirring tank to form flocs together with a coagulant. In a water treatment method in which substances are separated by sedimentation or flotation, the temperature of some or all of the water to be treated introduced into a stirring tank is raised, and part or all of a flocculant is added to the water to be treated whose temperature has been raised. The present invention provides a method for treating suspended water characterized by:

また、被処理水を撹拌槽で凝集剤とともにフロックを形
成する処理をする工程を有し、被処理水中の懸濁物質を
沈降分離又は浮上分離する水処理方法において、撹拌槽
に導入した被処理水の一部又は全部の温度を高めこの温
度を高めた被処理水に凝集剤の一部又は全部を加え、か
つこの凝集剤の処理の際に!g濁可能物質又は上記分離
した懸濁物質の一部を加えることを特徴とする懸濁水の
処理方法を提供するものである。
In addition, in a water treatment method that includes a process of treating water to be treated to form flocs together with a flocculant in a stirring tank, and in which suspended solids in the water to be treated are separated by sedimentation or flotation, the water to be treated is introduced into the stirring tank. The temperature of some or all of the water is increased, and part or all of the flocculant is added to the heated water to be treated, and during the treatment of this flocculant! This invention provides a method for treating suspended water, which comprises adding a turbidable substance or a part of the above-described separated suspended substance.

また、被処理水を撹拌槽で凝集剤とともにフロックを形
成する処理をする工程を有し、被処理水中の懸濁物質を
沈降分離又は浮上分離する水処理方法において、撹拌槽
に導入した被処理水の一部又は全部の温度を高めこの温
度を高めた被処理水に凝集剤の一部又は全部を加え、か
つ上記懸濁物質を沈降分離又は浮上分離する工程におけ
る各水深の温度差をなくすようにしたことを特徴とする
懸濁水の処理方法を提供するものである。
In addition, in a water treatment method that includes a process of treating water to be treated to form flocs together with a flocculant in a stirring tank, and in which suspended solids in the water to be treated are separated by sedimentation or flotation, the water to be treated is introduced into the stirring tank. Eliminate the temperature difference at each water depth in the process of increasing the temperature of some or all of the water, adding some or all of the flocculant to the heated water, and separating the suspended solids by sedimentation or flotation. The present invention provides a method for treating suspended water characterized by the following.

作用 凝集剤を被処理水より高い温度の水で処理すると、凝集
剤はその加水分解等の水和反応が促進されるとともにそ
のフロックの生成が促進される。
When the flocculant is treated with water at a higher temperature than the water to be treated, the hydration reaction such as hydrolysis of the flocculant is promoted, and the formation of flocs is promoted.

この際懸濁可能物質を凝集1f’Nこ加えるとフロック
の生成の核となり、フロックを作り易くする。また、フ
ロックに吸着した汚濁物質を温度差のないところで沈降
させると対流が抑制されその沈降効率を高めることがで
きる。
At this time, if 1f'N of agglomerated suspendable material is added, it becomes a nucleus for the formation of flocs and facilitates the formation of flocs. Furthermore, if the pollutants adsorbed on the flocs are allowed to settle in a place where there is no temperature difference, convection is suppressed and the settling efficiency can be increased.

実施例 次に本発明の一実施例を説明する。Example Next, one embodiment of the present invention will be described.

第1図中、■は水処理槽で、この水処理[1は急速撹拌
槽2、緩速撹拌槽3、沈澱池4を有し7、急速tIj、
拌槽2、緩速撹拌槽3にはそれぞれ攪拌機2a、3aが
設けられ、沈澱池4にはヒータをセラミックで被覆した
し一ドパネル4aが入り口の各水深に設けられている。
In Figure 1, ■ is a water treatment tank, and this water treatment [1 has a rapid stirring tank 2, a slow stirring tank 3, a sedimentation tank 4 7, a rapid tIj,
The stirring tank 2 and the slow stirring tank 3 are provided with agitators 2a and 3a, respectively, and the sedimentation tank 4 is provided with a droop panel 4a having a heater coated with ceramic at each water depth at the entrance.

上記急速撹拌槽2には第2図に示すように攪拌機2aの
周囲に加熱体として例えば電熱ヒータをセラミックで被
覆したようなセラミックヒータ2bが攪拌機2aを囲む
ように設りられているとともに、上記沈澱池4の底部か
ら沈澱汚泥の一部が上記急速撹拌槽2に帰還されように
なっている。
In the rapid stirring tank 2, as shown in FIG. 2, a ceramic heater 2b, such as an electric heater coated with ceramic, is installed as a heating body around the stirrer 2a, and the above-mentioned A portion of the settled sludge is returned to the rapid stirring tank 2 from the bottom of the settling tank 4.

また、5はPAC等の無機系#:簗剤タンク、6はポリ
アクリルアミド等の有機系凝集剤タンク、7はPI+調
整用の中和剤タンクである。
Further, 5 is an inorganic #: gauze agent tank such as PAC, 6 is an organic flocculant tank such as polyacrylamide, and 7 is a neutralizer tank for adjusting PI+.

このような構成において上水道の連続水処理を行なうに
は、原水を適音の処理方法にしたがって例えば60r+
?の急速撹拌槽2に毎時600トン流しておき、セラミ
ックヒータ2bを動作状態にして水温を14〜25℃に
し、このセラミックヒータ2b内に無機糸凝築剤タンク
5、有機系凝集剤タンク6、中和剤タンク7から急速撹
拌槽2内での濃度が例えば2oppmになるように注入
するとともに、沈殿池4の汚泥の一部を急速撹拌槽2中
での濃度が例えば数ppmになるように注入する。
In order to perform continuous water treatment for water supply in such a configuration, the raw water must be treated at 60r+ according to an appropriate treatment method.
? 600 tons per hour is poured into the rapid stirring tank 2, the ceramic heater 2b is activated to bring the water temperature to 14 to 25°C, and the ceramic heater 2b is filled with an inorganic thread coagulant tank 5, an organic coagulant tank 6, The neutralizing agent is injected from the tank 7 so that the concentration in the rapid stirring tank 2 is, for example, 2 ppm, and a part of the sludge in the settling tank 4 is injected so that the concentration in the rapid stirring tank 2 is, for example, several ppm. inject.

このようにすると温められた例えば14〜25℃の水(
例えば原水より数置ないし数十度温度が高い)により凝
集剤のPAC、ポリアクリルアミドは速やかに水和反応
を起こし、これが成長してフロックを生成する。例えば
酸系凝集剤は加水分解し、金属水酸化物が種々の重合体
を形成して凝集核となるフロックを形成するが、これら
の加水分解、フロックの生成を促進する。この際加えら
れた汚泥のフロックの核となったものはフロックの生成
を助ける。
In this way, warmed water (for example, 14-25℃)
For example, the temperature is several degrees to several tens of degrees higher than the raw water), the flocculants PAC and polyacrylamide rapidly undergo a hydration reaction, which grows to form flocs. For example, acid-based flocculants are hydrolyzed, and metal hydroxides form various polymers to form flocs that serve as flocculation nuclei, but these hydrolysis and floc formation are promoted. The sludge added at this time, which forms the core of the flocs, assists in the formation of flocs.

このように凝集剤を加える水の温度を高くすると、フロ
ックやその中間物の生成速度が′速くなる。
Increasing the temperature of the water to which the flocculant is added in this way increases the rate of formation of flocs and their intermediates.

例えば実験結果では、水温が24°Cから0℃まで下が
るとフロックの生成速度は30%遅くなり、4.4°C
以下及び21℃以上ではこの中間の水温のときよりも所
要凝集剤量が増加するというデータがある。
For example, experimental results show that when the water temperature drops from 24°C to 0°C, the rate of floc formation slows down by 30%;
There is data that shows that at water temperatures below and above 21°C, the required amount of flocculant increases compared to when the water temperature is between these temperatures.

また、凝集剤に硫酸アルミニウムと粘土を用いたときの
プランクトンの凝集沈澱除去率については5℃では52
%、20℃では80%、30′Cでは96%の実験デー
タが得られている。これらの点から凝集剤を加える水の
温度は実用的には4〜40°Cが例示されるが、これに
かぎるものではない。
Furthermore, when aluminum sulfate and clay were used as flocculants, the plankton flocculation sedimentation removal rate was 52 at 5°C.
%, 80% at 20°C and 96% at 30'C. From these points, the temperature of the water to which the flocculant is added is practically exemplified as 4 to 40°C, but is not limited to this.

上記のように凝集剤のフロックが混合された原水は緩速
撹拌槽3に送られ、攪拌機3aで攪拌されて原水中の汚
濁物質との十分な接触がはかられる。この状態で沈澱池
4に送出され、ここで静置状態に置かれると、被処理水
ばヒートパネル4aに温められて水の粘性が低下して固
液分離が容易に行われ、しかも各水深の温度差がないの
で対流が抑制されて汚濁物質の攪拌が抑制されフロック
に吸着した汚濁物質は効率良く自然沈降して清澄な水が
得られる。これが図示省略した殺菌槽に送られて飲料水
とされる。
The raw water mixed with flocculant flocs as described above is sent to the slow stirring tank 3 and stirred by the stirrer 3a to ensure sufficient contact with the pollutants in the raw water. In this state, the water to be treated is sent to the sedimentation tank 4, and when it is left standing there, the water to be treated is heated by the heat panel 4a, reducing the viscosity of the water and facilitating solid-liquid separation. Since there is no temperature difference, convection is suppressed and agitation of pollutants is suppressed, and the pollutants adsorbed on the flocs are efficiently allowed to settle naturally, resulting in clear water. This is sent to a sterilization tank (not shown) and made into drinking water.

このようにして水処理が行われるが、急速撹拌槽2の被
処理水は温められているので、凝集剤の水和反応及びフ
ロックの生成が促進されてその生成効率が良いから、急
速撹拌槽2内で凝集剤フロックを生成する時間を短縮で
きる。これは急速撹拌槽2の容積を小さくできるととも
に、水処理時間を短くすることができる。
Water treatment is carried out in this way, but since the water to be treated in the rapid stirring tank 2 is warmed, the hydration reaction of the flocculant and the formation of flocs are promoted and the production efficiency is high. The time required to generate flocculant flocs within 2 can be shortened. This makes it possible to reduce the volume of the rapid stirring tank 2 and to shorten the water treatment time.

この際、凝集剤に加えられたtη泥の一部は原水の汚濁
濃度の小さいときには汚濁物質との接触頻度を高めて凝
集し、 これらがフロックに吸収されてその沈降効率が
高められる。この際急速a拌槽2、緩速撹拌槽3、さら
には沈澱池4において被処理水の温度が高められると、
水の粘性が低くなり、汚濁物質と水とのいわゆる固液分
離が容易になり、凝集剤のフロックとの接触が促進され
てその捕捉効率が良くなる。
At this time, when the contaminant concentration of the raw water is low, a part of the teta mud added to the flocculant increases the frequency of contact with contaminants and coagulates, and these are absorbed by flocs, increasing their sedimentation efficiency. At this time, when the temperature of the water to be treated is increased in the rapid a stirring tank 2, the slow stirring tank 3, and further the settling tank 4,
The viscosity of water becomes lower, so-called solid-liquid separation between pollutants and water becomes easier, and the contact of the flocculant with the flocs is promoted, improving the trapping efficiency.

上記はセラミックヒータを用いたが、第3図に示すよう
に攪拌機2aの周囲に囲い壁8を設け、この囲い壁8の
中に蒸気吹き出し管9を設けて加熱蒸気を吹き込んでも
良く、また、第4図に示すように加熱蒸気を通した蛇管
10を攪拌機2aの周わりに設けるようにしても良い。
Although a ceramic heater is used in the above example, a surrounding wall 8 may be provided around the stirrer 2a as shown in FIG. As shown in FIG. 4, a flexible pipe 10 through which heated steam passes may be provided around the stirrer 2a.

また、第5図に示すように急速撹拌槽2をソーラ板1)
を設けてソーラハウスのように構成して太陽熱を利用す
るようにしても良い。
In addition, as shown in Figure 5, the rapid stirring tank 2 is connected to the solar plate 1).
It is also possible to set up a solar house and configure it like a solar house to utilize solar heat.

また、上記は沈澱池の汚泥を使用し、汚泥が原水以外か
ら入らないようにしたが、カオリン、シリカ、他の汚泥
、繊維等の懸濁物質をこの汚泥とともに又はその代わり
に用いることもできる。
In addition, although the above method uses sludge from a settling tank to prevent sludge from entering from sources other than raw water, suspended substances such as kaolin, silica, other sludge, and fibers can also be used together with or in place of this sludge. .

また、上記は凝集剤は加熱水に加えたが、従来のように
急速撹拌槽に凝集剤を投入する方法も本発明の方法と併
用できる。
Further, although the flocculant was added to the heated water in the above example, a conventional method of adding the flocculant to a rapid stirring tank can also be used in combination with the method of the present invention.

なお、凝集剤としてはPAC,硫酸ハント、@酸鉄、塩
化鉄等の無機系凝集剤、ポリアクリルアミド、アルギン
酸、デンプン等の有機系凝集剤が例示され、中和剤とし
てはN a O1)、Ca(OH) 、が例示される。
Examples of flocculants include inorganic flocculants such as PAC, hunt sulfate, iron acid, and iron chloride, and organic flocculants such as polyacrylamide, alginic acid, and starch; examples of neutralizing agents include N a O1), An example is Ca(OH).

上記は汚濁物質を沈降させたが、上記と同様な装置で沈
綴池の代わりに浮遊分離油を用い、懸濁物質を空気によ
りf$遊分離させるような場合に使用する凝集剤につい
ても上記と同様にして用いることができる。
In the above method, the pollutants were settled, but the above also describes the flocculant used when using a similar device to the above, using floating separation oil instead of a sedimentation tank, and separating the suspended substances with air. It can be used in the same way.

発明のすJ果 以上説明したように、本発明によれば、凝集剤を被処理
水を温めて処理したので、凝集剤の水和反応及びフロッ
クの生成等が促進され、連続水処理する場合の特に水処
理速度が大きい場合に凝集剤の汚濁物質吸着効率を高め
ることができる。この際凝集剤とともに汚泥等を懸濁物
質を併用するとこのフロックの成長の核となり、また汚
濁物質濃度が希薄な被処理水の汚濁物質の凝集効果を高
め、好ましい。このようにして凝集剤の処理が丘われる
と、被処理水の温度、PH1汚濁濃度等により凝集剤の
水和反応、フロックの生成が妨げられることがより少な
くなり、被処理水の状態により水処理効率が太き(かわ
るということがなく、特に凝集剤の水和反応、フロック
の生成の遅い冬場において極めて水処理効率を向上する
ことができる。また、このように凝集剤のフロックの生
成効率が良いと、例えば上水道の水処理の場合の急速撹
拌槽の容積を小さくすることができ、その分沈澱池の容
積を大きくできるとともに凝集剤の使用量を低減できる
。このようにして装置上、水処理効率上の多大のメリフ
トを与え、コストを低減することができる。
Effects of the Invention As explained above, according to the present invention, since the flocculant is treated by heating the water to be treated, the hydration reaction of the flocculant and the formation of flocs are promoted, and when continuous water treatment is carried out, Especially when the water treatment rate is high, the pollutant adsorption efficiency of the flocculant can be increased. At this time, it is preferable to use a suspended substance such as sludge together with a flocculant, as this will serve as a nucleus for the growth of the floc and will also enhance the effect of flocculating the pollutants in the water to be treated, which has a low concentration of pollutants. When the treatment of the flocculant is slowed down in this way, the hydration reaction of the flocculant and the formation of flocs are less likely to be hindered by the temperature of the water to be treated, the PH1 pollution concentration, etc. The treatment efficiency is high (there is no change, and the water treatment efficiency can be greatly improved, especially in winter when the hydration reaction of the flocculant and the formation of flocs are slow.In addition, in this way, the flocculant generation efficiency is If this is good, the volume of the rapid stirring tank can be reduced, for example in the case of water treatment for waterworks, and the volume of the sedimentation tank can be correspondingly increased, and the amount of flocculant used can be reduced.In this way, on the equipment, It can provide a large advantage in water treatment efficiency and reduce costs.

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

第1図は本発明の一実施例の方法の概略工程説明図、第
2図ないし第5図はそれぞれ急速撹拌槽の被処理水を温
める手段を示す概略図である。 図中、1は水処理槽、2は急速撹拌槽、3は緩速撹拌槽
、4は沈澱池、2aは攪拌機、2bはセラミックヒータ
である。 第3図 2へ 第5図 太陽熱 ↓↓↓
FIG. 1 is a schematic process explanatory diagram of a method according to an embodiment of the present invention, and FIGS. 2 to 5 are schematic diagrams each showing a means for warming the water to be treated in a rapid stirring tank. In the figure, 1 is a water treatment tank, 2 is a rapid stirring tank, 3 is a slow stirring tank, 4 is a sedimentation tank, 2a is a stirrer, and 2b is a ceramic heater. Figure 3 To Figure 2 Figure 5 Solar heat ↓↓↓

Claims (3)

【特許請求の範囲】[Claims] (1)被処理水を撹拌槽で凝集剤とともにフロックを形
成する処理をする工程を有し、被処理水中の懸濁物質を
沈降分離又は浮上分離する水処理方法において、撹拌槽
に導入した被処理水の一部又は全部の温度を高めこの温
度を高めた被処理水に凝集剤の一部又は全部を加えるこ
とを特徴とする懸濁水の処理方法。
(1) In a water treatment method that includes a step of treating water to be treated to form flocs together with a flocculant in a stirring tank, and in which suspended solids in the water to be treated are separated by sedimentation or flotation, the treated water is introduced into the stirring tank. A method for treating suspended water, which comprises increasing the temperature of some or all of the treated water and adding some or all of a flocculant to the heated water.
(2)被処理水を撹拌槽で凝集剤とともにフロックを形
成する処理をする工程を有し、被処理水中の懸濁物質を
沈降分離又は浮上分離する水処理方法において、撹拌槽
に導入した被処理水の一部又は全部の温度を高めこの温
度を高めた被処理水に凝集剤の一部又は全部を加え、か
つこの凝集剤の処理の際に懸濁可能物質又は上記分離し
た懸濁物質の一部を加えることを特徴とする懸濁水の処
理方法。
(2) In a water treatment method that includes a step of treating water to be treated to form flocs together with a flocculant in a stirring tank, and separating suspended solids in the water to be treated by sedimentation or flotation, the treated water is introduced into the stirring tank. A part or all of a flocculant is added to the heated water to be treated by increasing the temperature of a part or all of the treated water, and when the flocculant is treated, suspendable substances or the above-mentioned separated suspended substances are added. A method for treating suspended water characterized by adding a part of.
(3)被処理水を撹拌槽で凝集剤とともにフロックを形
成する処理をする工程を有し、被処理水中の懸濁物質を
沈降分離又は浮上分離する水処理方法において、撹拌槽
に導入した被処理水の一部又は全部の温度を高めこの温
度を高めた被処理水に凝集剤の一部又は全部を加え、か
つ上記懸濁物質を沈降分離又は浮上分離する工程におけ
る各水深の温度差をなくすようにしたことを特徴とする
懸濁水の処理方法。
(3) In a water treatment method that includes a step of treating water to be treated to form flocs together with a flocculant in a stirring tank, and separating suspended solids in the water to be treated by sedimentation or flotation, the water introduced into the stirring tank is The temperature difference at each water depth in the process of increasing the temperature of some or all of the treated water, adding some or all of the flocculant to the heated water, and separating the suspended solids by sedimentation or flotation. A method for treating suspended water, characterized in that it eliminates the problem.
JP13603286A 1986-06-13 1986-06-13 Treatment of aqueous suspension Pending JPS62294488A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13603286A JPS62294488A (en) 1986-06-13 1986-06-13 Treatment of aqueous suspension

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13603286A JPS62294488A (en) 1986-06-13 1986-06-13 Treatment of aqueous suspension

Publications (1)

Publication Number Publication Date
JPS62294488A true JPS62294488A (en) 1987-12-21

Family

ID=15165584

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13603286A Pending JPS62294488A (en) 1986-06-13 1986-06-13 Treatment of aqueous suspension

Country Status (1)

Country Link
JP (1) JPS62294488A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009000669A (en) * 2007-06-19 2009-01-08 Nippon Solid Co Ltd Stream mixing processor
JP2010274161A (en) * 2009-05-26 2010-12-09 Nippon Solid Co Ltd Treatment method of polluted water
JP2012096178A (en) * 2010-11-02 2012-05-24 Aquas Corp Flocculation treatment method for high concentration silica-containing water
KR20190110261A (en) * 2018-03-20 2019-09-30 주식회사 에이이 Auto Control System for Water Treatment Process by analyzing water quality

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009000669A (en) * 2007-06-19 2009-01-08 Nippon Solid Co Ltd Stream mixing processor
JP2010274161A (en) * 2009-05-26 2010-12-09 Nippon Solid Co Ltd Treatment method of polluted water
JP2012096178A (en) * 2010-11-02 2012-05-24 Aquas Corp Flocculation treatment method for high concentration silica-containing water
KR20190110261A (en) * 2018-03-20 2019-09-30 주식회사 에이이 Auto Control System for Water Treatment Process by analyzing water quality

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