JP2579873B2 - How to treat tap water - Google Patents

How to treat tap water

Info

Publication number
JP2579873B2
JP2579873B2 JP4236414A JP23641492A JP2579873B2 JP 2579873 B2 JP2579873 B2 JP 2579873B2 JP 4236414 A JP4236414 A JP 4236414A JP 23641492 A JP23641492 A JP 23641492A JP 2579873 B2 JP2579873 B2 JP 2579873B2
Authority
JP
Japan
Prior art keywords
water
slaked lime
amount
calcium carbonate
carbonic acid
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 - Fee Related
Application number
JP4236414A
Other languages
Japanese (ja)
Other versions
JPH0686989A (en
Inventor
勲 舟橋
究 山本
喜夫 島田
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 ENJINIARINGU KK
Kureha Corp
Original Assignee
KUREHA ENJINIARINGU KK
Kureha Corp
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 ENJINIARINGU KK, Kureha Corp filed Critical KUREHA ENJINIARINGU KK
Priority to JP4236414A priority Critical patent/JP2579873B2/en
Publication of JPH0686989A publication Critical patent/JPH0686989A/en
Application granted granted Critical
Publication of JP2579873B2 publication Critical patent/JP2579873B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Removal Of Specific Substances (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、低級有機塩素化合物を
含む水道水中の低級有機塩素化合物を除去するとともに
水道水のランゲリア指数を改善する水道水の処理方法に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for treating tap water which removes lower organochlorine compounds in tap water containing lower organochlorine compounds and improves the Langerian index of tap water.

【0002】[0002]

【従来の技術】従来、水道水の腐食による赤水が発生す
るのを防止するために、その対策として水道水に苛性ソ
ーダ、ソーダ灰、消石灰などを注入することが行われて
いる。しかし、これらアルカリを注入してpHをアルカ
リ性にするだけでは充分でなく、さらに、水道配管内に
炭酸カルシウムを主成分とする保護被膜が形成されるよ
う水道水のランゲリア指数を改善する方法が提案されて
いる(例えば、特開平2−194893号公報)。水道
水のランゲリア指数が+なら水中から炭酸カルシウムが
析出する状態、−なら水中に溶出する状態、0なら析出
と溶出が同時に起こっている平衡状態であるとされてい
るが、通常ランゲリア指数が−1より大きいと腐食防止
に有効であると云われている。
2. Description of the Related Art Conventionally, in order to prevent generation of red water due to corrosion of tap water, caustic soda, soda ash, slaked lime, or the like has been injected into tap water as a countermeasure. However, it is not sufficient to make the pH alkaline by injecting these alkalis, and furthermore, a method of improving the Langelia index of tap water so that a protective film containing calcium carbonate as a main component is formed in the water pipe is proposed. (For example, Japanese Patent Laid-Open No. 2-194983 ). It is said that calcium carbonate is precipitated from water if the tap water index is +,-if it is eluted in water,-if it is 0, it is an equilibrium state where precipitation and elution occur simultaneously. It is said that a value greater than 1 is effective for preventing corrosion.

【0003】一方、水源の環境汚染から合成化学物質で
ある低級有機塩素化合物が水源水に人体に有害視される
程度まで溶解している水源水が多くなってきている。こ
のため水質基準でパークロロエチレンは10ppb以下、
トリクロロエチレンは30ppb以下、などに規定されて
いる。これら低級有機塩素化合物の除去法としては、活
性炭による吸着処理や曝気処理する方法が知られてい
る。
On the other hand, due to environmental pollution of water sources, there is increasing water source water in which a lower organic chlorine compound, which is a synthetic chemical substance, is dissolved in the water source water to such an extent that it is harmful to the human body. For this reason, perchlorethylene is less than 10 ppb based on water quality,
Trichloroethylene is specified as 30 ppb or less. As a method of removing these lower organic chlorine compounds, a method of performing adsorption treatment or aeration treatment with activated carbon is known.

【0004】[0004]

【発明が解決しようとする課題】水道水のランゲリア指
数の改善は、カルシウムイオンを炭酸水素カルシウムの
形で溶存させることにより行われる。即ち、ランゲリア
指数の改善は水道水に炭酸ガスを溶解させ、ここに消石
灰または炭酸カルシウムを加え、炭酸水素カルシウムと
することによりpHを余り上昇させることなく多くのカ
ルシウムイオンを溶存させることにより行われる。ラン
ゲリア指数の改善には遊離炭酸を必要とする。
The improvement of the Langelia index of tap water is achieved by dissolving calcium ions in the form of calcium bicarbonate. That is, the improvement of the Langeria index is achieved by dissolving carbon dioxide in tap water, adding slaked lime or calcium carbonate to the solution, and dissolving many calcium ions without increasing the pH significantly by making calcium hydrogen carbonate. . Free carbonic acid is required to improve the Langeria index.

【0005】一方、パークロロエチレンやトリクロロエ
チレンなどの低級有機塩素化合物を除去する方法として
の活性炭吸着法は、低級有機塩素化合物の水中濃度が低
いため必要な吸着移動帯が長くなり装置が大きくなり過
ぎ好ましくない。他の方法としての曝気処理するときは
溶存している遊離炭酸も除去されてしまう。
On the other hand, in the activated carbon adsorption method as a method for removing lower organic chlorine compounds such as perchlorethylene and trichloroethylene, the necessary adsorption transfer zone becomes longer because the concentration of lower organic chlorine compounds in water is low, and the apparatus becomes too large. Not preferred. When performing aeration treatment as another method, dissolved free carbonic acid is also removed.

【0006】本発明は、水道水に利用される表流水や井
戸水にかなりの量含まれている遊離炭酸を有効に利用し
てランゲリア指数を改善するとともに、低級有機塩素化
合物を除去する水道水の処理方法を提案することにあ
る。
[0006] The present invention is intended to improve the Langeria index by effectively utilizing free carbonic acid contained in a considerable amount of surface water or well water used for tap water, and to remove tap organic chlorine compounds from tap water. It is to propose a processing method.

【0007】[0007]

【課題を解決するための手段】本発明者等は、水道水の
ランゲリア指数の改善と含まれる低級有機塩素化合物の
除去を効果的に行うことについて鋭意研究した結果、低
級有機塩素化合物および遊離炭酸を含む水道水に、先ず
ランゲリア指数を改善するに必要とする量の範囲内で消
石灰または炭酸カルシウムを溶解させて、溶存する遊離
炭酸を炭酸水素カルシウムの形に代えてから曝気処理し
後、必要に応じてさらに消石灰または炭酸カルシウ
ム、炭酸ガスを加えてランゲリア指数を再調整する本発
明に到達した。
Means for Solving the Problems The inventors of the present invention have conducted intensive studies on improving the Langerian index of tap water and effectively removing lower organic chlorine compounds contained therein, and as a result, have found that lower organic chlorine compounds and free In tap water containing, first, slaked lime or calcium carbonate is dissolved within the amount required to improve the Langerian index, and the dissolved free carbonic acid is replaced with calcium bicarbonate and then aerated.
After, we have reached the present invention to readjust the Langelier index further added slaked lime or calcium carbonate as needed, a carbon dioxide gas.

【0008】即ち、本発明の構成上の特徴は、低級有機
塩素化合物および遊離炭酸を含む水を水源とする水道水
にランゲリア指数が−1〜+0.8、好ましくは−0.
5〜+0.5になる量の消石灰または炭酸カルシウムを
溶解させた後、この水を空気と接觸させる水道水の処理
方法である。
That is, the constitutional feature of the present invention is that tap water having a water source containing a lower organic chlorine compound and free carbonic acid as a water source has a Langeria index of -1 to +0.8, preferably -0.
After dissolving slaked lime or calcium carbonate in an amount of 5 to +0.5, this water is brought into contact with air to treat tap water.

【0009】また、本発明の他の態様としては、低級有
機塩素化合物および遊離炭酸を含む水を水源とする水道
水に、消石灰または炭酸カルシウムを溶解させてpH7
〜8とし、この水を空気と接觸させて低級有機塩素化合
物を除去した後、先に溶解させた量と合わせてランゲリ
ア指数がー1〜+0.8になる量の消石灰または炭酸カ
ルシウムおよび炭酸ガスを加えることを特徴とする水道
水の処理方法である。
In another embodiment of the present invention, slaked lime or calcium carbonate is dissolved in tap water whose source is water containing a lower organic chlorine compound and free carbonic acid to obtain a pH of 7 or less.
After contacting the water with air to remove the lower organic chlorine compounds, the amount of slaked lime or calcium carbonate and carbon dioxide gas in such an amount that the Langerial index becomes -1 to +0.8 together with the previously dissolved amount. Is a method of treating tap water.

【0010】以下、本発明を詳しく説明する。Hereinafter, the present invention will be described in detail.

【0011】水中に溶存する遊離炭酸の量は水源によっ
て異なるが、水道水に利用される地下水源の水には通常
30ppm程度の遊離炭酸が含まれており、また表流水系
の水にも10ppm程度の遊離炭酸が含まれている。ま
た、水中に溶存する低級有機塩素化合物の量は水源によ
り大きく異なるが、大都市周辺の水源の水には水質基準
値以上に溶存している場合があり、通常の浄水処理では
除去されない。
The amount of free carbonic acid dissolved in water differs depending on the water source. The water from the groundwater source used for tap water usually contains about 30 ppm of free carbonic acid, and the surface water also contains 10 ppm of free carbonic acid. Contains some free carbonic acid. In addition, the amount of the lower organic chlorine compound dissolved in the water greatly varies depending on the water source. However, the water in the water source around a large city may be dissolved at a water quality standard value or higher and is not removed by ordinary water purification treatment.

【0012】本発明では、このような低級有機塩素化合
物および遊離炭酸を含む通常の浄水処理された水道水
(以下、「原水」と云う)に消石灰または炭酸カルシウ
ムを溶解させて、溶存する遊離炭酸を炭酸水素カルシウ
ムとして、後の曝気処理により放出されなようにした
後、曝気処理して低級有機塩素化合物を除去する。
In the present invention, slaked lime or calcium carbonate is dissolved in ordinary purified water containing tap water (hereinafter referred to as "raw water") containing such a lower organic chlorine compound and free carbonic acid, and the dissolved free carbonic acid is dissolved. Is treated as calcium bicarbonate so as not to be released by the subsequent aeration treatment, followed by aeration treatment to remove lower organic chlorine compounds.

【0013】消石灰は水溶液または粉体で注入するが、
好ましくは消石灰の1000ppm以上の水溶液として注
入する。水溶液として注入することにより、注入量の調
節が容易であるとともに不溶解物の混入を避けることが
できる。注入する消石灰水溶液の製造は、例えば特公昭
63ー2890号公報に示されるような撹拌手段を有す
る溶解槽に所定量の消石灰を投入し低速撹拌しながら槽
下部より浄水処理された水を注入して、槽上部より所定
濃度の消石灰水溶液を取り出すことにより行うことがで
きる。
[0013] Slaked lime is injected as an aqueous solution or powder,
Preferably, it is injected as a 1000 ppm or more aqueous solution of slaked lime. By injecting as an aqueous solution, the injection amount can be easily adjusted and insoluble matter can be avoided. For the production of the slaked lime aqueous solution to be poured, for example, a predetermined amount of slaked lime is charged into a dissolving tank having a stirring means as shown in Japanese Patent Publication No. 63-2890, and the purified water is poured from the lower part of the tank while stirring at a low speed. Then, it can be carried out by taking out the slaked lime aqueous solution of a predetermined concentration from the upper part of the tank.

【0014】また消石灰水溶液に代えて消石灰または炭
酸カルシウムのスラリーを注入してもよく、さらには炭
酸カルシウムの充填塔に原水を通過させることにより炭
酸カルシウムを溶解させてもよい。
A slurry of slaked lime or calcium carbonate may be injected in place of the slaked lime aqueous solution, or calcium carbonate may be dissolved by passing raw water through a packed tower of calcium carbonate.

【0015】原水に消石灰または炭酸カルシウムを溶解
させる量は、予め実験的に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算出される量で
ある。原水に溶存する遊離炭酸量がランゲリア指数を所
望値に改善するに充分な場合は、所望ランゲリア指数か
ら算出される量の消石灰または炭酸カルシウムの全量を
溶解させて曝気処理に付す。また原水に溶存する遊離炭
酸量がランゲリア指数を所望値に改善するに不足する場
合は、好ましくは先ず溶存する遊離炭酸を全部炭酸水素
カルシウムとするに充分な量で消石灰が多く残存しない
程度に、操作上は水のpHが7〜8になる程度に消石灰
または炭酸カルシウムを溶解させて、曝気処理に付した
後、先に溶解させた消石灰または炭酸カルシウムと合わ
せてランゲリア指数が−1〜+0.8になる量の消石灰
または炭酸カルシウムおよび炭酸ガスを加えてランゲリ
ア指数を調整する。 溶存する遊離炭酸を炭酸水素カル
シウムに転換した後、原水を曝気処理に付し、溶存して
いる低級有機塩素化合物を除去する。曝気処理は、ラシ
ヒリング等の充填塔の上から原水を流し塔下部から空気
を送入する方法、滞留させた或は流水の水の底部から多
孔板などを用いて空気の気泡を発生させる方法などによ
り低級有機塩素化合物を含む水を空気と接觸させて低級
有機塩素化合物を気相に移行させる。曝気方法としては
公知の気液接觸装置を用いる多くの方法が適用し得る。
水と接觸させる空気の量は気液接觸装置・方法により異
なるが、多くの場合水の30容量倍以上、好ましくは4
0〜100容量倍の空気を接觸させることにより、低級
有機塩素化合物の90%以上を除去することができる。
The amount of slaked lime or calcium carbonate dissolved in the raw water is an amount calculated from the Langeria index of the raw water previously determined experimentally and the desired Langeria index after the treatment. If the amount of free carbonic acid dissolved in the raw water is sufficient to improve the Langerian index to a desired value, the entire amount of slaked lime or calcium carbonate calculated from the desired Langerian index is dissolved and subjected to aeration treatment. Also, if the amount of free carbonic acid dissolved in the raw water is insufficient to improve the Langeria index to a desired value, it is preferable that the amount of slaked lime does not remain in a sufficient amount to convert all the free carbonic acid dissolved into calcium bicarbonate. In operation, slaked lime or calcium carbonate is dissolved to such an extent that the pH of the water becomes 7 to 8 and subjected to aeration treatment, and then together with previously dissolved slaked lime or calcium carbonate, the Langeria index is -1 to +0 . Adjust the Langeria index by adding slaked lime or calcium carbonate and carbon dioxide to an amount of 8. After converting the dissolved free carbonic acid into calcium bicarbonate, the raw water is subjected to aeration treatment to remove the dissolved lower organic chlorine compounds. Aeration treatment is a method in which raw water flows from the top of a packed tower such as a Raschig ring and air is supplied from the bottom of the tower , or a method in which air bubbles are generated using a perforated plate or the like from the bottom of the retained or running water, etc. Thus, the water containing the lower organochlorine compound is brought into contact with air to transfer the lower organochlorine compound to the gas phase. Many methods using a known gas-liquid contact device can be applied as the aeration method.
The amount of air that comes into contact with water depends on the gas-liquid contacting device / method, but in most cases it is 30 times or more the volume of water, preferably 4 times.
By contacting air in an amount of 0 to 100 times the volume, 90% or more of the lower organic chlorine compound can be removed.

【0016】この曝気処理に供する水に消石灰が溶存し
ていると、曝気処理にもちいる空気中の炭酸ガスと反応
して炭酸カルシウムとなり析出し、気液接觸装置の内部
に固着するおそれがある。このため、原水に溶存する遊
離炭酸の量がランゲリア指数を改善する量に足りないと
きは、曝気前に溶存させる消石灰はpHが7〜8になる
程度に止め、曝気処理後、残りの量の消石灰およびこれ
に対応する量の炭酸ガスを加えて所望のランゲリア指数
に調整するのが好ましい。
If slaked lime is dissolved in the water to be subjected to the aeration treatment, it reacts with carbon dioxide gas in the air used for the aeration treatment and becomes calcium carbonate, which precipitates and may adhere to the inside of the gas-liquid contact device. . For this reason, when the amount of free carbonic acid dissolved in the raw water is not enough to improve the Langeria index, slaked lime to be dissolved before aeration is stopped to a pH of about 7 to 8, and after the aeration treatment, the remaining amount of slaked lime is reduced. It is preferable to add slaked lime and a corresponding amount of carbon dioxide gas to adjust to a desired Langeria index.

【0017】なお、原水中の低級有機塩素化合物を含む
空気は、活性炭層を通し活性炭に低級有機塩素化合物を
吸着させて放出すればよい。
The air containing the lower organic chlorine compound in the raw water may be discharged through the activated carbon layer by adsorbing the lower organic chlorine compound on the activated carbon.

【0018】上述のようにして曝気処理した後の水は、
原水に含まれていた遊離炭酸の量がランゲリア指数を改
善するに充分な量であるときは、所望値のランゲリア指
数でかつ、低級有機塩素化合物の量は水質基準値より充
分小さい所望の水となっている。また、原水に含まれて
いた遊離炭酸の量がランゲリア指数の改善に不足するた
め消石灰または炭酸カルシウムを分注するときは、曝気
処理後に残りの量の消石灰または炭酸カルシウムおよび
炭酸ガスを加えてランゲリア指数を調整することにより
所望の水に改善される。
The water after the aeration treatment as described above is
When the amount of free carbonic acid contained in the raw water is an amount sufficient to improve the Langelia index, the desired water and the amount of the lower organochlorine compound with the desired water are sufficiently smaller than the water quality reference value. Has become. In addition, when dispensing slaked lime or calcium carbonate because the amount of free carbonic acid contained in the raw water is insufficient to improve the Langerian index, add the remaining amount of slaked lime or calcium carbonate and carbon dioxide gas after aeration treatment, and add Adjusting the index improves the desired water.

【0019】次に図1により、本発明の実施の態様の1
例を説明する。
Next, referring to FIG. 1, one embodiment of the present invention will be described.
An example will be described.

【0020】図1において1は消石灰水溶液製造槽であ
り、槽1内に予め30〜60時間連続運転し得る量の消
石灰を投入しておき、槽下部の給水管2から水を供給し
て槽上部の消石灰水溶液取り出し管3より消石灰水溶液
を連続的に取り出し、原水の配管4に注入する。消石灰
水溶液を注入した水は調整槽5で充分反応させて炭酸水
素カルシウムを生成させる。調整槽5の水を曝気装置6
の上部より流下させるとともに、曝気装置の下部より空
気を送風管7を通して注入して向流接觸させる。
In FIG. 1, reference numeral 1 denotes a slaked lime aqueous solution production tank, in which slaked lime of an amount capable of continuously operating for 30 to 60 hours is previously charged into the tank 1, and water is supplied from a water supply pipe 2 at the lower part of the tank. The slaked lime aqueous solution is continuously taken out from the slaked lime solution taking-out pipe 3 at the upper part, and injected into the raw water pipe 4. The water into which the slaked lime aqueous solution has been injected is sufficiently reacted in the adjusting tank 5 to generate calcium hydrogen carbonate. The water in the adjusting tank 5 is aerated by the aeration device 6
And air is injected from the lower part of the aeration device through the blower pipe 7 and brought into countercurrent contact.

【0021】水と接觸して水中の低級有機塩素化合物を
含む空気は、曝気装置の頭部に設けられた活性炭層8を
通して低級有機塩素化合物を活性炭に吸着させて放出す
る。
The air containing the lower organochlorine compound in the water in contact with the water is released by adsorbing the lower organochlorine compound on the activated carbon through the activated carbon layer 8 provided at the head of the aerator.

【0022】曝気装置6を出た水は低級有機塩素化合物
の90%以上が除去されている。曝気前に配管4への消
石灰の注入量をpHが7〜8になる程度に止めた場合
は、配管9よりランゲリア指数を所望値にする量の消石
灰水溶液を追加注入する。この水を配管10より貯槽1
1に取り出す。必要な場合には、貯槽11に至る過程若
しくは貯槽11で消石灰または炭酸カルシウムおよび炭
酸ガスを加えランゲリア指数を調整する。。
The water that has exited the aeration device 6 has at least 90% of the lower organic chlorine compounds removed. When the injection amount of slaked lime into the pipe 4 is stopped before the aeration until the pH becomes 7 to 8, an aqueous slaked lime aqueous solution is additionally injected from the pipe 9 in such an amount that the Langeria index becomes a desired value. This water is transferred from the pipe 10 to the storage tank 1
Take out to 1. If necessary, slaked lime or calcium carbonate and carbon dioxide gas are added in the process of reaching the storage tank 11 or in the storage tank 11 to adjust the Langeria index. .

【0023】以下、実施例をあげて本発明を具体的に説
明する。
Hereinafter, the present invention will be described specifically with reference to examples.

【0024】[0024]

【実施例】原水として遊離炭酸50mg/l、Ca硬度約4
0mg/l、パークロロエチレン50ppb、pH6.2、ラ
ンゲリア指数−2.3の水を用い、装置としては、直径
0.8m、高さ1.44mの消石灰水溶液製造槽、直径
0.1m、高さ0.5mの調整槽、ラッシリングを充填
した直径0.05m、高さ2.5mの曝気塔からなる図
1に示すような装置を用いた。
[Example] Free carbon dioxide as raw water 50 mg / l, Ca hardness about 4
0 mg / l, water of 50 ppb of perchlorethylene, pH 6.2, and a Langeria index of -2.3 were used. As a device, a slaked lime aqueous solution production tank having a diameter of 0.8 m and a height of 1.44 m, a diameter of 0.1 m, and a height of 0.1 m were used. An apparatus as shown in FIG. 1 comprising an adjusting tank having a height of 0.5 m and an aeration tower having a diameter of 0.05 m and a height of 2.5 m filled with a lashing ring was used.

【0025】消石灰水溶液製造槽に消石灰25kgを投入
し、低速撹拌しながら槽下部より原水を供給して消石灰
略飽和水溶液(1600ppm)を製造し、配管4を通る
原水0.8リットル/minに消石灰水溶液を注入して、
調整槽出液の水をpH8.0、Ca硬度100ppm、総
アルカリ度100ppm、パークロロエチレン50ppb、ラ
ンゲリア指数0.2の水に改善した。
25 kg of slaked lime is put into a slaked lime aqueous solution production tank, and raw water is supplied from the lower part of the tank while stirring at a low speed to produce a slaked lime substantially saturated aqueous solution (1600 ppm). Inject the aqueous solution,
The water discharged from the adjustment tank was improved to pH 8.0, Ca hardness 100 ppm, total alkalinity 100 ppm, perchlorethylene 50 ppb, and water with a Langeria index of 0.2.

【0026】曝気塔には、上部より上記の水を48リッ
トル/Hrで流下させ、下部より空気を2.4m3/Hrで
送入した。曝気塔底部から得られる水は、pH8.5、
Ca硬度100ppm、総アルカリ度104ppm、パークロ
ロエチレン2.5ppb、ランゲリア指数0.7の水であ
った。パークロロエチレンの除去率は95%であった。
Into the aeration tower, the above water was allowed to flow down from the upper part at 48 liter / Hr, and air was sent from the lower part at 2.4 m 3 / Hr. The water obtained from the bottom of the aeration tower has a pH of 8.5,
The water had a Ca hardness of 100 ppm, a total alkalinity of 104 ppm, perchloroethylene of 2.5 ppb, and a Langeria index of 0.7. The removal rate of perchlorethylene was 95%.

【0027】[0027]

【発明の効果】本発明方法によれば、原水に溶存する遊
離炭酸を有効に利用してランゲリア指数の改善を行いな
がら、曝気処理と云う安価な方法で低級有機塩素化合物
を水質基準値より充分に小さい値にまで除去できる。
According to the method of the present invention, the lower organic chlorine compound is sufficiently reduced from the water quality reference value by an inexpensive method such as aeration while improving the Langeria index by effectively utilizing the free carbonic acid dissolved in the raw water. To a small value.

【0028】本発明方法は、特に溶存遊離炭酸の多い地
下水を水源とする水道水の改善に効果的である。
The method of the present invention is particularly effective for improving tap water using groundwater having a large amount of dissolved free carbonic acid as a water source.

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

図1は、本発明の実施の1態様を示すフローシートであ
る。
FIG. 1 is a flow sheet showing one embodiment of the present invention.

【記号の説明】[Explanation of symbols]

1 消石灰水溶液製造槽 2 給水管 3 消石灰水溶液取り出し管 4 原水配管 5 調整槽 6 曝気装置 7 送風管 8 活性炭層 9 配管 10 配管 11 貯槽 1 Slaked lime aqueous solution production tank 2 Water supply pipe 3 Slaked lime aqueous solution take-out pipe 4 Raw water pipe 5 Adjustment tank 6 Aeration device 7 Blast pipe 8 Activated carbon layer 9 Pipe 10 Pipe 11 Storage tank

フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C02F 1/58 C02F 1/58 A Continuation of the front page (51) Int.Cl. 6 Identification number Agency reference number FI Technical display location C02F 1/58 C02F 1/58 A

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 低級有機塩素化合物および遊離炭酸を含
む水を水源とする水道水にランゲリア指数が−1〜+
0.8になる量の消石灰または炭酸カルシウムを溶解さ
せた後、この水を空気と接觸させることを特徴とする水
道水の処理方法
The tap water having a water source containing a lower organic chlorine compound and free carbonic acid as a water source has a Langeria index of -1 to +.
A method for treating tap water, comprising dissolving slaked lime or calcium carbonate in an amount of 0.8, and contacting the water with air.
【請求項2】 低級有機塩素化合物および遊離炭酸を含
む水を水源とする水道水に、消石灰または炭酸カルシウ
ムを溶解させてpH7〜8とし、この水を空気と接觸さ
せて低級有機塩素化合物を除去した後、先に溶解させた
量と合わせてランゲリア指数がー1〜+0.8になる量
の消石灰または炭酸カルシウムおよび炭酸ガスを加える
ことを特徴とする水道水の処理方法。
2. A method of dissolving slaked lime or calcium carbonate in tap water using water containing a lower organic chlorine compound and free carbonic acid as a water source to adjust the pH to 7 to 8, and contacting the water with air to remove the lower organic chlorine compound. And then adding slaked lime or calcium carbonate and carbon dioxide gas in an amount such that the Langerial index becomes -1 to +0.8 together with the previously dissolved amount.
JP4236414A 1992-08-12 1992-08-12 How to treat tap water Expired - Fee Related JP2579873B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4236414A JP2579873B2 (en) 1992-08-12 1992-08-12 How to treat tap water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4236414A JP2579873B2 (en) 1992-08-12 1992-08-12 How to treat tap water

Publications (2)

Publication Number Publication Date
JPH0686989A JPH0686989A (en) 1994-03-29
JP2579873B2 true JP2579873B2 (en) 1997-02-12

Family

ID=17000407

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4236414A Expired - Fee Related JP2579873B2 (en) 1992-08-12 1992-08-12 How to treat tap water

Country Status (1)

Country Link
JP (1) JP2579873B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010137224A (en) * 2010-02-12 2010-06-24 Kureha Engineering Co Ltd Method for cleaning water

Also Published As

Publication number Publication date
JPH0686989A (en) 1994-03-29

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