JPH05293476A - Preventing method for red water in city water - Google Patents

Preventing method for red water in city water

Info

Publication number
JPH05293476A
JPH05293476A JP10322992A JP10322992A JPH05293476A JP H05293476 A JPH05293476 A JP H05293476A JP 10322992 A JP10322992 A JP 10322992A JP 10322992 A JP10322992 A JP 10322992A JP H05293476 A JPH05293476 A JP H05293476A
Authority
JP
Japan
Prior art keywords
calcium
water
aqueous solution
slurry
hydrogen carbonate
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
Application number
JP10322992A
Other languages
Japanese (ja)
Other versions
JP2562543B2 (en
Inventor
Isao Funahashi
勲 舟橋
Kiwamu Yamamoto
究 山本
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.)
Kureha Corp
Kureha Engineering Co Ltd
Original Assignee
Kureha Corp
Kureha Engineering 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 Kureha Corp, Kureha Engineering Co Ltd filed Critical Kureha Corp
Priority to JP4103229A priority Critical patent/JP2562543B2/en
Publication of JPH05293476A publication Critical patent/JPH05293476A/en
Application granted granted Critical
Publication of JP2562543B2 publication Critical patent/JP2562543B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To prevent generation of red water by a comparatively miniature equipment by mixing water containing free carbonic acid with slurry of calcium carbonate or calcium hydroxide under pressure, and thereafter injecting a prescribed quantity of the produced calcium hydrogen carbonate aqueous solution and a prescribed quantity of a slaked line aqueous solution to city water and improving Langeria index. CONSTITUTION:A preventing method for red water in city water is constituted as follows. Slurry of calcium carbonate or calcium hydroxide is produced in a slurry tank 1. Water containing free carbonic acid is produced under pressure in a dissolver 5 for pressurizing gaseous carbon dioxide. Slurry and water containing free carbonic acid are sent to a mixer 3 at the rate sufficient to convert the calcium component of slurry into calcium hydrogen carbonate and mixed. The mixture is set to a production tank 4 for calcium hydrogen carbonate and a calcium hydrogen carbonate aqueous solution is produced in the production tank. The aqueous solution is injected to city water in a treatment tank 6 at such quantity that calcium hardness of city water is regulated to >=40ppm. Furthermore a slaked lime aqueous solution is injected to city water in the treatment tank 6 at such quantity that pH of city water is regulated to 8.0-8.5. Thereby Langeria index is improved.

Description

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

【0001】本発明は、水道水の水質基準内のpHでラ
ンゲリア指数を向上させる赤水防止方法に関する。
The present invention relates to a method for preventing red water which improves the Langerian index at a pH within the water quality standard of tap water.

【0002】なお、ランゲリア指数とは、水道水の赤水
防止指数として、アメリカのランゲリア氏によって提案
された次式により表される指数(ランゲリア指数、L
I)である。
The Langeria index is an index (Langeria index, L) represented by the following formula proposed by Mr. Langeria of the United States as a red water prevention index of tap water.
I).

【0003】LI=pH−pHs=pH−8.313 +log
[Ca2+] +log[A]−s ここに、pH……………水の実際のpH値 pHs…………理論上のpH値 log[Ca2+] ……カルシウムイオン濃度の対数 log[A]…………総アルカリ度の対数 s………………補正値 LIが+なら炭酸カルシウムが水中から析出する状態、
−なら水中へ溶解する状態、0なら析出と溶解が同時に
起こっている状態であるとされている。通常、LIを−
1より大にすると、水道配管等の腐食防止に有効である
と言われている。
LI = pH-pHs = pH-8.313 + log
[Ca 2+ ] + log [A] -s where pH ……………… actual pH value of water pHs ………… theoretical pH value log [Ca 2+ ] …… logarithm of calcium ion concentration log [A] ………… Logarithm of total alkalinity s ……………… Correction value If LI is +, calcium carbonate precipitates from water,
If it is −, it means that it is dissolved in water, and if it is 0, it means that precipitation and dissolution occur simultaneously. Usually, LI
It is said that a value of more than 1 is effective in preventing corrosion of water pipes and the like.

【0004】[0004]

【従来の技術】従来、水道水の赤水発生防止技術として
は苛性ソーダ注入法、給水用防錆剤注入法、消石灰注入
法などがある。苛性ソーダ注入法は水中のナトリウムの
増大を伴い健康上問題がある。例えば米国環境庁(EP
A)では上水道水のナトリウム濃度は20 ppm以下にす
べきとしているが、この方法では、これを満足できない
虞がある。しかも、この苛性ソーダ注入法ではpHの増
加と若干のアルカリ度の増大だけでランゲリア指数の向
上は小さく本格的な赤水防止効果は期待できない。
2. Description of the Related Art Conventionally, as a technique for preventing the generation of red water in tap water, there are a caustic soda injection method, a rust preventive injection method for water supply, and a slaked lime injection method. The caustic soda injection method is associated with an increase in sodium in water and is a health problem. For example, the US Environmental Agency (EP
In A), the sodium concentration in tap water should be 20 ppm or less, but this method may not satisfy this. Moreover, in this caustic soda injection method, the Langerian index is not improved much by only increasing the pH and slightly increasing the alkalinity, and a full-scale red water preventing effect cannot be expected.

【0005】また、給水用防錆剤注入法には、燐酸塩系
と珪酸塩系とがあるが、前者が効果の点から圧倒的に多
く使用されている。しかし、燐酸塩の使用による高架水
槽等での富栄養化による藻類の発生と、藻類と滅菌用塩
素との反応による残留塩素濃度の低下の問題があるとさ
れている。有害性、環境問題に対しても多少の疑問があ
る。
In addition, there are a phosphate type and a silicate type in the method of injecting a rust preventive agent for water supply, but the former is predominantly used in view of its effect. However, it is said that there are problems that algae are generated due to eutrophication in elevated water tanks and the like due to the use of phosphate, and the residual chlorine concentration is reduced due to the reaction between algae and chlorine for sterilization. There are some doubts about harmfulness and environmental problems.

【0006】これらに対し、消石灰注入法は、ランゲリ
ア指数の改善力が大きい上に、水道配管等に薄い炭酸カ
ルシウムの防食被膜を形成し得る能力をもたらし、加え
て主成分として利用されるカルシウムが健康上も良いと
され、水道事業体の浄水場やビルへの採用が増加してき
ている。
On the other hand, the slaked lime injection method has a great ability to improve the Langerian index and, at the same time, brings the ability to form a thin anticorrosion coating of calcium carbonate on water pipes, etc. It is considered to be good for health, and the adoption of water utilities in water purification plants and buildings is increasing.

【0007】[0007]

【発明が解決しようとする課題】かかる消石灰注入法
は、処理すべき水道水(以下“原水”と言う)中の遊離
炭酸濃度が充分高いときには下記式の中和反応により炭
酸水素カルシウムを生成させ大きいpHの増加なしにラ
ンゲリア指数を向上させ得るけれども、原水の遊離炭酸
濃度が小さいときには少量の消石灰の注入により上記中
和反応が終了してしまい、更なる消石灰の注入によっ
て、pHが増大し水道法の上限pH値(日本:8.6、
欧米:8.5)を容易に超えてしまう。そのため、この
方法でも、ランゲリア指数を充分向上させ得なかった。
Such a slaked lime injection method produces calcium hydrogen carbonate by a neutralization reaction of the following formula when the free carbonic acid concentration in the tap water to be treated (hereinafter referred to as "raw water") is sufficiently high. Although the Langeria index can be improved without a large increase in pH, the above neutralization reaction is terminated by injecting a small amount of slaked lime when the free carbonic acid concentration of the raw water is small, and the pH is increased by further injection of slaked lime, and the Maximum pH value of the law (Japan: 8.6,
Europe / US: 8.5) is easily exceeded. Therefore, this method could not sufficiently improve the Langerian index.

【0008】Ca(OH)2 +2CO2 →Ca(HC
3 2また、消石灰は水への溶解度が1800 ppm程
度と小さいため、消石灰を水溶液として注入する場合に
は、消石灰水溶液注入設備が大きくなるため、大規模浄
水場には適さなかった。
Ca (OH) 2 + 2CO 2 → Ca (HC
O 3 ) 2 Further , since slaked lime has a small solubility in water of about 1800 ppm, when slaked lime is injected as an aqueous solution, the facility for injecting the slaked lime aqueous solution becomes large, which is not suitable for a large-scale water purification plant.

【0009】本発明はこのような課題を解決するために
なされたものであって、比較的小型の設備により、か
つ、水道法の範囲内のpH値でランゲリア指数を向上さ
せ、赤水発生を防止する方法を提供することを目的とす
る。
The present invention has been made in order to solve the above problems, and by using a relatively small facility and at a pH value within the range of the Water Supply Act, the Langeria index is improved to prevent the generation of red water. The purpose is to provide a method of doing.

【0010】[0010]

【課題を解決するための手段】本発明者等は、上述のよ
うな現状に鑑み鋭意研究した結果、カルシウム源として
の炭酸カルシウムや水酸化カルシウムをスラリー状で遊
離炭酸含有水と混合反応させて得られる炭酸水素カルシ
ウム水溶液で、水道水のカルシウム硬度を上げる一方
で、水酸化カルシウム水溶液で水道水のpHを整えるこ
とにより、ランゲリア指数を向上させる本発明に至っ
た。
Means for Solving the Problems The inventors of the present invention have made earnest studies in view of the above-mentioned situation, and as a result, calcium carbonate or calcium hydroxide as a calcium source is mixed in a slurry with a free carbonic acid-containing water and reacted. The present invention improves the Langerian index by adjusting the pH of tap water with an aqueous solution of calcium hydroxide while increasing the calcium hardness of tap water with the obtained aqueous solution of calcium hydrogen carbonate.

【0011】即ち、本発明は、炭酸カルシウムまたは水
酸化カルシウムのスラリーに遊離炭酸含有水を加圧下混
合した後、攪拌しつつ反応させて炭酸水素カルシウム水
溶液を製造し、この水溶液を水道水のカルシウム硬度が
40 ppm以上、好ましくは60 ppm以上となる量および
水道水のpHが8.0〜8.5になる量の消石灰水溶液
を水道水に注入することにより水道水のランゲリア指数
を向上させる方法である。
That is, according to the present invention, water containing free carbonic acid is mixed with a slurry of calcium carbonate or calcium hydroxide under pressure, and then reacted with stirring to produce an aqueous solution of calcium hydrogen carbonate. A method for improving the Langerian index of tap water by injecting into the tap water an aqueous solution of slaked lime having a hardness of 40 ppm or more, preferably 60 ppm or more and a pH of the tap water of 8.0 to 8.5. Is.

【0012】以下、本発明を図1〜3により詳しく説明
する。
The present invention will be described in detail below with reference to FIGS.

【0013】本発明方法の実施のための装置の1例を図
1に示す。図1において、1は炭酸カルシウムまたは水
酸化カルシウムのスラリー(以下単に“スラリー”と記
す)調製槽である。スラリー濃度としては多くの場合1
〜50重量%、好ましくは3〜10重量%に調整され
る。
An example of an apparatus for carrying out the method of the invention is shown in FIG. In FIG. 1, reference numeral 1 denotes a calcium carbonate or calcium hydroxide slurry (hereinafter simply referred to as “slurry”) preparation tank. Slurry concentration is often 1
It is adjusted to ˜50 wt%, preferably 3 to 10 wt%.

【0014】スラリー調製槽1にはスラリー移送ポンプ
2が配置されており、また当該調製槽1は混合器3を経
て炭酸水素カルシウム製造槽4に接続している。その混
合器3へは別途炭酸ガス加圧溶解器5も接続している。
混合器3には、スラリー調製槽1からのスラリーと、炭
酸ガス加圧溶解器5で加圧下(通常1〜5kg/cm2 )製
造された遊離炭酸含有水とが、スラリーのカルシウム成
分を炭酸水素カルシウムに転換するに充分な割合で送ら
れてきて、両者が混合され、炭酸水素カルシウム製造槽
4に送られる。混合器3内で炭酸カルシウムや水酸化カ
ルシウムの大半は炭酸水素カルシウムとなり、残余の未
溶解カルシウム成分は炭酸水素カルシウム製造槽4内で
撹拌しつつ反応させて炭酸水素カルシウムに転換させ
る。生成する炭酸水素カルシウム水溶液は炭酸水素カル
シウムが溶存し得る限度において高濃度ほど好ましく、
一般には少なくとも300 ppm以上、好ましくは500
ppm以上の水溶液とする。
A slurry transfer pump 2 is arranged in the slurry preparation tank 1, and the preparation tank 1 is connected to a calcium hydrogen carbonate production tank 4 via a mixer 3. A carbon dioxide gas pressure dissolver 5 is also separately connected to the mixer 3.
In the mixer 3, the slurry from the slurry preparation tank 1 and the free carbonic acid-containing water produced under pressure (usually 1 to 5 kg / cm 2 ) in the carbon dioxide gas pressure dissolver 5 carbonize the calcium component of the slurry. It is sent in a ratio sufficient to convert it to calcium hydrogen, and both are mixed and sent to the calcium hydrogen carbonate production tank 4. Most of the calcium carbonate and calcium hydroxide in the mixer 3 become calcium hydrogen carbonate, and the remaining undissolved calcium component is reacted in the calcium hydrogen carbonate production tank 4 while stirring to be converted into calcium hydrogen carbonate. The produced calcium hydrogen carbonate aqueous solution is preferably as high as possible in the limit where calcium hydrogen carbonate can be dissolved,
Generally at least 300 ppm or higher, preferably 500
Use an aqueous solution of ppm or more.

【0015】上記のような処理がなされる炭酸水素カル
シウム製造槽4は、出口側で更に処理槽6に接続してい
る。その接続口とは別途に設けられた口から原水の流入
する処理槽6に、上記のようにして得た炭酸水素カルシ
ウム水溶液を注入する。
The calcium hydrogen carbonate production tank 4 which is treated as described above is further connected to the treatment tank 6 on the outlet side. The calcium hydrogen carbonate aqueous solution obtained as described above is injected into the treatment tank 6 into which the raw water flows from a port provided separately from the connection port.

【0016】処理後の水のpHは水質基準に定められる
限度内で高いほどが好ましいが、通常原水のpHは6前
後と低く炭酸水素カルシウム水溶液の注入のみでは充分
高いpHに達しない。そのため、更に処理槽6に接続し
ている水酸化カルシウム水溶液調製槽7より水酸化カル
シウム水溶液をその処理槽6に注入してpHを高める。
従って、炭酸水素カルシウム水溶液の注入する量は、原
水について予め求めてある原水のランゲリア指数と処理
後の所望ランゲリア指数から決められるカルシウム量か
らpH調整のために用いるカルシウム量を差し引いた量
であり、この量は炭酸水素カルシウム水溶液と水酸化カ
ルシウム水溶液を用いて実験的に定める。多くの場合、
カルシウム硬度40〜80 ppmになる量の炭酸水素カル
シウム水溶液を注入して、水酸化カルシウム水溶液でp
Hを8.0〜8.5に調整すればランゲリア指数は略0
にすることができる。
The pH of the water after the treatment is preferably as high as possible within the limit set in the water quality standard, but the pH of the raw water is usually as low as around 6 and it cannot reach a sufficiently high pH only by injecting the calcium hydrogen carbonate aqueous solution. Therefore, the calcium hydroxide aqueous solution is further injected into the treatment tank 6 from the calcium hydroxide aqueous solution preparation tank 7 connected to the treatment tank 6 to raise the pH.
Therefore, the amount of the calcium hydrogen carbonate aqueous solution to be injected is the amount obtained by subtracting the amount of calcium used for pH adjustment from the amount of calcium determined from the Langeria index of the raw water previously obtained for the raw water and the desired Langerian index after treatment, This amount is experimentally determined using an aqueous solution of calcium hydrogen carbonate and an aqueous solution of calcium hydroxide. In many cases,
Inject an amount of calcium hydrogen carbonate aqueous solution having a calcium hardness of 40 to 80 ppm, and p
If H is adjusted to 8.0 to 8.5, the Langerian index is almost 0.
Can be

【0017】pH調整のための水酸化カルシウム水溶液
の注入は、処理槽6の出口水のpHをpH計9により検
出し、pH計9からの信号に基づき行う。水酸化カルシ
ウム水溶液を連続的に製造している場合には、pH信号
を水酸化カルシウム水溶液調整槽7の給水弁と連動させ
ることにより、水酸化カルシウムを、その注入量を制御
しつつ注入するのが好ましい。
The injection of the aqueous calcium hydroxide solution for adjusting the pH is carried out based on the signal from the pH meter 9 by detecting the pH of the outlet water of the treatment tank 6 with the pH meter 9. When the calcium hydroxide aqueous solution is continuously manufactured, the pH signal is interlocked with the water supply valve of the calcium hydroxide aqueous solution adjusting tank 7 to inject calcium hydroxide while controlling the injection amount. Is preferred.

【0018】pH調製用水酸化カルシウム水溶液調製槽
7は、例えば特公昭63−2890号公報に記載されている
ような装置を用いればよい。特公昭63−2890号公報記
載の装置は、上部が円筒型または角筒型であり、下部が
逆切頭錐型の槽の底部に給水管および不溶物取り出し
口、該給水管の真上に水平に回転する撹拌翼があり、槽
上端部には水酸化カルシウム水溶液取り出し管を有す
る。そのような装置を用いればよい。好ましくは、図2
に示すように、上述のような溶解槽の内部に水酸化カル
シウムの流動層高を抑制する邪魔板のような器具10を
組み込んだ装置を用いる。
As the calcium hydroxide aqueous solution preparation tank 7 for adjusting pH, for example, an apparatus as described in JP-B-63-2890 may be used. The device described in Japanese Patent Publication No. Sho 63-2890 has a cylindrical or square tube-shaped upper part and a reverse truncated cone-shaped lower part at the bottom of a water supply pipe and an insoluble matter discharge port, directly above the water supply pipe. There is a stirring blade that rotates horizontally, and a calcium hydroxide aqueous solution take-out pipe is provided at the upper end of the tank. Such a device may be used. Preferably, FIG.
As shown in FIG. 3, a device is used in which a device 10 such as a baffle for suppressing the fluidized bed height of calcium hydroxide is incorporated in the dissolution tank as described above.

【0019】水酸化カルシウム水溶液調製の際、原料消
石灰の一部が溶解せず残存するのが避けられないが、こ
の未溶解物の主成分は消石灰の表面に炭酸カルシウムが
被覆した粒子である。従って、この未溶解物は、水酸化
カルシウム調製槽7に接続している未溶解物貯槽8に一
旦取りだし、スラリー調整の際の原料の一部として使用
することができる。
When preparing an aqueous solution of calcium hydroxide, it is inevitable that a part of the raw material slaked lime remains undissolved, but the main component of this undissolved lime is particles in which calcium carbonate is coated on the surface of slaked lime. Therefore, this undissolved material can be temporarily taken out to the undissolved material storage tank 8 connected to the calcium hydroxide preparation tank 7 and used as a part of the raw material when adjusting the slurry.

【0020】また、高濃度スラリーを用いて炭酸水素カ
ルシウム水溶液を製造する場合には、炭酸水素カルシウ
ムの生成を効率的に行うために図3に示すような炭酸水
素カルシウム製造装置を用いるのが好ましい。即ち、炭
酸水素カルシウム水溶液製造槽4の下部側面よりスラリ
ーの一部を循環ポンプ11でパイプ12に取り出し、パ
イプ12に設けた混合器13で遊離炭酸含有水と混合反
応させながら、炭酸水素カルシウム製造槽4に循環させ
る。なお、このとき用いる遊離炭酸含有水は前述の炭酸
ガス加圧溶解器5で製造したものの一部を分岐して用い
てもよいが、好ましくは別途炭酸ガス加圧溶解器5′で
製造して用いる。
When a calcium hydrogen carbonate aqueous solution is produced using a high-concentration slurry, it is preferable to use a calcium hydrogen carbonate producing apparatus as shown in FIG. 3 in order to efficiently produce calcium hydrogen carbonate. .. That is, a part of the slurry is taken out from the lower side surface of the calcium hydrogen carbonate aqueous solution manufacturing tank 4 into the pipe 12 by the circulation pump 11, and mixed with the free carbonic acid-containing water by the mixer 13 provided in the pipe 12 to produce calcium hydrogen carbonate. Circulate in tank 4. The free carbonic acid-containing water used at this time may be used by branching a part of the water produced by the carbon dioxide gas pressure dissolver 5 described above, but is preferably separately produced by the carbon dioxide gas pressure dissolver 5 '. To use.

【0021】[0021]

【実施例】実施例1 601のスラリー調整槽に水を47.5 l入れ撹拌下に
炭酸カルシウム2.5kgを投入して5%スラリーを造っ
た。ついでこのスラリーを移送ポンプで30g/分の流
量で混合器に送るとともに、水1589ml/分に炭酸ガ
スを0.66g/分の割合で加圧溶解器で吹き込んで得
られる炭酸水を混合器に送り、3kg/cm2 の加圧下混合
反応させながら、100 lの炭酸水素カルシウム製造槽
に供給し、滞留時間60分の速度で炭酸水素カルシウム
を製造した。炭酸水素カルシウム製造槽出口液は炭酸水
素カルシウム濃度1500 ppmで未溶解物は殆どなかっ
た。
Example 1 47.5 l of water was put into the slurry adjusting tank of 601, 2.5 kg of calcium carbonate was added with stirring to make a 5% slurry. Then, while sending this slurry to the mixer with a transfer pump at a flow rate of 30 g / min, carbonated water obtained by blowing carbon dioxide gas at a rate of 0.66 g / min into 1589 ml / min of water with a pressure dissolver was introduced into the mixer. While feeding and feeding the mixture under a pressure of 3 kg / cm 2, the mixture was fed into a 100 l calcium hydrogen carbonate production tank to produce calcium hydrogen carbonate at a residence time of 60 minutes. The calcium hydrogencarbonate production tank outlet liquid had a calcium hydrogencarbonate concentration of 1500 ppm and almost no undissolved matter.

【0022】別途、50 lの水酸化カルシウム溶解槽に
水酸化カルシウム0.9kgを仕込み、1617 ppmの水
酸化カルシウム水溶液を製造した。このとき溶解せずに
残存した固形物9gはスラリーの製造に用いた。
Separately, 0.9 kg of calcium hydroxide was charged into a 50 l calcium hydroxide dissolution tank to prepare a 1617 ppm calcium hydroxide aqueous solution. At this time, 9 g of the solid substance which remained without being dissolved was used for producing a slurry.

【0023】pH6.8,カルシウム硬度30 ppm,ア
ルカリ度15 ppm,ランゲリア指数−2.4の原水が3
4.6 l/分で流入する処理槽に、上記炭酸水素カルシ
ウム水溶液を1589ml/分および別途用意した160
0 ppmの水酸化カルシウム水溶液を128ml/分で注入
したところ、処理槽出口水はpH8.3、カルシウム硬
度77 ppm,アルカリ度68 ppm,ランゲリア指数+
0.1に改善されていた。
Raw water having a pH of 6.8, a calcium hardness of 30 ppm, an alkalinity of 15 ppm and a Langerian index of -2.4 is 3
The above-mentioned calcium hydrogen carbonate aqueous solution was added to the treatment tank at a flow rate of 4.6 l / min at 1589 ml / min and separately prepared 160
When a 0 ppm calcium hydroxide aqueous solution was injected at 128 ml / min, the treatment tank outlet water had a pH of 8.3, a calcium hardness of 77 ppm, an alkalinity of 68 ppm, and a Langerian index of +
It was improved to 0.1.

【0024】実施例2 実施例1で用いたのと同様の装置を用いた。水酸化カル
シウム2.6kgを投入して造った5%スラリーを移送ポ
ンプで30g/分の流量で混合器に送るとともに、水2
200ml/分に炭酸ガスを1.8g/分の割合で加圧溶
解器で吹き込んで得られる炭酸水を混合器に送り、3kg
/cm2 の加圧下混合反応させながら、100 lの炭酸水
素カルシウム製造槽に供給し、滞留時間45分の速度で
炭酸水素カルシウムを製造した。炭酸水素カルシウム製
造槽出口液は炭酸水素カルシウム濃度1490 ppmで未
溶解物は殆どなかった。
Example 2 An apparatus similar to that used in Example 1 was used. A 5% slurry prepared by adding 2.6 kg of calcium hydroxide was sent to the mixer with a transfer pump at a flow rate of 30 g / min, and water 2
Carbon dioxide gas was blown into the mixer at a rate of 1.8 g / min at a rate of 200 g / min, and the resulting carbonated water was sent to the mixer.
The mixture was supplied to a 100 l calcium hydrogen carbonate production tank while being mixed and reacted under a pressure of / cm 2 , and calcium hydrogen carbonate was produced at a rate of a residence time of 45 minutes. The calcium hydrogencarbonate production tank outlet liquid had a calcium hydrogencarbonate concentration of 1490 ppm and almost no undissolved matter.

【0025】pH6.8,カルシウム硬度30 ppm,ア
ルカリ度15 ppm,ランゲリア指数−2.4の原水が3
4.6 l/分で流入する処理槽に、上記炭酸水素カルシ
ウム水溶液を2200ml/分および別途用意した160
0 ppmの水酸化カルシウム水溶液を100ml/分で注入
したところ、処理槽出口水はpH8.3、カルシウム硬
度89 ppm,アルカリ度78 ppm,ランゲリア指数+
0.2に改善されていた。
PH 6.8, calcium hardness 30 ppm, alkalinity 15 ppm, Langeria index -2.4 raw water 3
2200 ml / min of the above-mentioned calcium hydrogen carbonate aqueous solution and 160 prepared separately in a treatment tank inflowing at 4.6 l / min.
When a 0 ppm calcium hydroxide aqueous solution was injected at 100 ml / min, the treatment tank outlet water had a pH of 8.3, a calcium hardness of 89 ppm, an alkalinity of 78 ppm, and a Langerian index +
It was improved to 0.2.

【0026】[0026]

【発明の効果】本発明は、ランゲリア指数の改善に大き
く寄与する炭酸水素カルシウム水溶液の製造に、炭酸カ
ルシウムまたは水酸化カルシウムをスラリー状態から加
圧炭酸水と混合反応させ炭酸水素カルシウム水溶液とし
て水道水に添加する。従って、水質改善のためのカルシ
ウムを、一旦飽和濃度の小さい炭酸カルシウムまたは水
酸化カルシウム水溶液として用いる場合に比べ、pHを
大きく上げることなく多量のカルシウムを添加すること
ができ、しかも炭酸水素カルシウム水溶液の製造に供す
るカルシウム源の液量が少なく装置が小形化され、水道
水の水質の改善、殊に大規模浄水場における水質の改善
に適している。
INDUSTRIAL APPLICABILITY According to the present invention, calcium carbonate or calcium hydroxide is mixed in a slurry state with pressurized carbonated water to produce an aqueous solution of calcium hydrogen carbonate which greatly contributes to the improvement of Langerian index, and tap water is used as an aqueous solution of calcium hydrogen carbonate. Added to. Therefore, as compared with the case where calcium for improving water quality is once used as a calcium carbonate or calcium hydroxide aqueous solution having a low saturation concentration, a large amount of calcium can be added without significantly raising the pH, and moreover, a calcium hydrogen carbonate aqueous solution can be added. It is suitable for improving the quality of tap water, especially in large-scale water purification plants, because the amount of calcium source used for production is small and the equipment is downsized.

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

【図1】本発明の実施の態様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】本発明で用いる消石灰溶解槽の好ましい1例で
ある。
FIG. 2 is a preferred example of a slaked lime dissolution tank used in the present invention.

【図3】本発明の実施の態様を示すフローシートであ
る。
FIG. 3 is a flow sheet showing an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 スラリー調製槽 2 移送ポンプ 3 混合器 4 炭酸水素カルシウム製造槽 5 加圧溶解器 6 処理槽 7 水酸化カルシウム水溶液調製槽 8 未溶解貯槽 9 pH計 10 水酸化カルシウム流動層高抑制器具 11 循環ポンプ 12 パイプ 13 混合器 1 Slurry Preparation Tank 2 Transfer Pump 3 Mixer 4 Calcium Hydrogen Carbonate Production Tank 5 Pressure Dissolver 6 Treatment Tank 7 Calcium Hydroxide Aqueous Solution Preparation Tank 8 Undissolved Storage Tank 9 pH Meter 10 Calcium Hydroxide Fluid Bed High Suppressor 11 Circulation Pump 12 pipe 13 mixer

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 炭酸カルシウムまたは水酸化カルシウム
のスラリーに遊離炭酸含有水を加圧下混合した後、反応
させて炭酸水素カルシウム水溶液を生成させ、この水溶
液を水道水のカルシウム硬度が40 ppm以上となる量、
および水道水のpHが8.0〜8.5になる量の消石灰
水溶液を水道水に注入してランゲリア指数を改善するこ
とを特徴とする水道水の赤水防止方法。
1. A calcium carbonate or calcium hydroxide slurry is mixed with free carbonic acid-containing water under pressure and then reacted to form an aqueous calcium hydrogen carbonate solution, which has a calcium hardness of 40 ppm or more. amount,
And a method for preventing red water from tap water, comprising injecting into the tap water an amount of a slaked lime aqueous solution having a pH of the tap water to be 8.0 to 8.5.
【請求項2】 水酸化カルシウム水溶液を生成させる工
程、このとき生じる未溶解物を原料の一部として使用
し、炭酸カルシウムまたは水酸化カルシウムのスラリー
を調製する工程、このスラリーに遊離炭酸含有水を加圧
下混合した後、反応させて炭酸水素カルシウム水溶液を
製造させる工程および水道水のカルシウム硬度が40 p
pm以上になる量の炭酸水素カルシウム水溶液および水道
水のpHが8.0〜8.5になる量の水酸化カルシウム
水溶液を水道水に注入する工程よりなることを特徴とす
る水道水の赤水防止方法。
2. A step of producing an aqueous solution of calcium hydroxide, a step of preparing a slurry of calcium carbonate or calcium hydroxide by using an undissolved substance generated at this time as a part of a raw material, and water containing free carbonic acid in the slurry. After mixing under pressure, the step of reacting to produce an aqueous solution of calcium hydrogen carbonate and the calcium hardness of tap water are 40 p.
Prevention of red water in tap water, which comprises the step of injecting into the tap water an amount of calcium hydrogen carbonate aqueous solution of pm or more and an amount of calcium hydroxide aqueous solution of which the pH of the tap water is 8.0 to 8.5. Method.
JP4103229A 1992-04-22 1992-04-22 How to prevent red water from tap water Expired - Fee Related JP2562543B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4103229A JP2562543B2 (en) 1992-04-22 1992-04-22 How to prevent red water from tap water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4103229A JP2562543B2 (en) 1992-04-22 1992-04-22 How to prevent red water from tap water

Publications (2)

Publication Number Publication Date
JPH05293476A true JPH05293476A (en) 1993-11-09
JP2562543B2 JP2562543B2 (en) 1996-12-11

Family

ID=14348645

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2562543B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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Publication number Priority date Publication date Assignee Title
JPS63141696A (en) * 1986-12-02 1988-06-14 Sasakura Eng Co Ltd Production of mineralized water

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