JPH0464758B2 - - Google Patents
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- Publication number
- JPH0464758B2 JPH0464758B2 JP60183395A JP18339585A JPH0464758B2 JP H0464758 B2 JPH0464758 B2 JP H0464758B2 JP 60183395 A JP60183395 A JP 60183395A JP 18339585 A JP18339585 A JP 18339585A JP H0464758 B2 JPH0464758 B2 JP H0464758B2
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- Prior art keywords
- carbon dioxide
- water
- filter
- fresh water
- line
- Prior art date
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Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は蒸発法による海水の淡水化装置で生成
した淡水に硬度成分を添加して飲料水を得る方法
に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a method for obtaining drinking water by adding hardness components to fresh water produced in a seawater desalination apparatus using an evaporation method.
蒸発式海水淡水装置で得られる淡水は蒸留水で
あるため各種のイオン及び溶存ガス類を殆んど含
まず、カルシウムやマグネシウムの硬度成分も殆
んど無い。このため上記淡水をそのまま汎用の送
水設備を使用して送水した場合には、送水設備に
使用されている鋼管の腐食、コンクリート材の溶
出現象が起こり、送水設備の機能を損う恐れがあ
る。一方飲料水として使用した場合には前述理由
により無味であり飲料水としての飲み味が悪いば
かりでなく心臓病の原因となり得ることが指摘さ
れている。
Since the fresh water obtained by the evaporative seawater freshwater apparatus is distilled water, it contains almost no various ions and dissolved gases, and almost no hardness components such as calcium or magnesium. For this reason, if the above-mentioned fresh water is directly conveyed using general-purpose water conveyance equipment, corrosion of the steel pipes used in the water conveyance equipment and elution of concrete materials may occur, which may impair the function of the water conveyance equipment. On the other hand, when used as drinking water, it has been pointed out that it is tasteless for the reasons mentioned above, and not only does it taste bad, but can also cause heart disease.
このため従来より例えば文献「Desalination,
39(1981)503−520」に紹介されているように硬
度増加剤として生石灰、消石灰、石灰石、ドロマ
イト等が使用され、これらを淡水に溶解させる方
法が行なわれてきたが、このうち石灰石及び/又
はドロマイトを用いる場合、これ等を粒状にして
充填したフイルター(飲料水化装置では石灰石及
び/又はドロマイトの充填層を通常フイルターと
呼称)にあらかじめ炭酸ガスを吹き込んだ淡水を
導き、カルシウムあるいはマグネシウムを重炭酸
塩として溶出させて水の硬度を増す方法が一般的
である。 For this reason, for example, the literature ``Desalination,
39 (1981) 503-520, quicklime, slaked lime, limestone, dolomite, etc. have been used as hardness increasing agents, and a method of dissolving these in fresh water has been used. Or, when dolomite is used, fresh water into which carbon dioxide gas has been blown is introduced into a filter filled with granulated dolomite (in drinking water production equipment, a packed bed of limestone and/or dolomite is usually called a filter), and calcium or magnesium is added to the filter. A common method is to increase the hardness of water by eluting it as bicarbonate.
炭酸ガス源としては、別途燃料を燃焼させて得
た排ガス中の炭酸ガスを回収する方法、炭酸ガス
ボンベで搬入する方法等が提案されているが中で
も最近、淡水化装置自体から発生する炭酸ガスを
有効利用する方法が、経済性の面からも魅力のあ
るものとして注目されている。 As a source of carbon dioxide, methods have been proposed, such as recovering carbon dioxide from exhaust gas obtained by separately burning fuel, and transporting carbon dioxide gas in carbon dioxide cylinders. Methods for effectively utilizing it are attracting attention as they are attractive from an economical perspective.
一般に蒸発法による海水淡水化装置は大規模で
あり、1基あたりの淡水製造水量は20000〜35000
トン/日に達しこれが同一場所に数基から数十基
建設される。従つて付帯設備である飲料水化装置
で処理する淡水量も莫大となり、フイルター通過
後の水のPH調整用として使用するアルカリ剤の消
費量がかさむことが運転コストの面で問題となつ
ている。アルカリ剤としては水酸化ナトリウム又
は炭酸ナトリウム等が適用できるが、これらの入
手困難な場所への飲料水化装置設置の際にはアル
カリ剤の確保も問題になる。
Generally, seawater desalination equipment using the evaporation method is large-scale, and the amount of fresh water produced per unit is 20,000 to 35,000.
Several to dozens of units are constructed in the same location, reaching a maximum of tons per day. Therefore, the amount of fresh water processed by the drinking water conversion equipment, which is ancillary equipment, is enormous, and the consumption of alkaline agents used to adjust the pH of the water after it passes through the filter increases, which poses a problem in terms of operating costs. . Sodium hydroxide, sodium carbonate, etc. can be used as the alkaline agent, but securing the alkaline agent becomes a problem when installing a drinking water conversion device in a place where it is difficult to obtain these agents.
本発明は上記従来法の問題点を解消するために
鋭意研究の結果見い出されたもので、その骨子と
するところはフイルター通過後の淡水を真空脱気
処理して該淡水のPH値を所定値とすると共に、得
られた炭酸ガスを再利用することを特徴とする炭
酸ガスを使用した飲料水の製造方法である。
The present invention was discovered as a result of intensive research in order to solve the problems of the above-mentioned conventional methods. This is a method for producing drinking water using carbon dioxide gas, which is characterized in that the obtained carbon dioxide gas is reused.
詳しくは、蒸発法による海水の淡水化装置で生
成した淡水に該淡水化装置より発生する炭酸含有
ガスを吹き込んで炭酸含有水とした後、石灰石及
び/又はドロマイトの粒状物を充填したフイルタ
ーを通過させて飲料水を得る方法に於いてフイル
ター通過後の淡水を真空脱気処理して該淡水のPH
値を所定値とすると共に、得られた炭酸ガスを該
フイルター入口淡水に吹き込むことを特徴とする
炭酸ガスを使用した飲料水の製造方法を提案する
ものである。 Specifically, fresh water produced by a seawater desalination device using an evaporation method is made into carbonated water by blowing carbonic acid-containing gas generated from the desalination device, and then passed through a filter filled with limestone and/or dolomite particles. In the method of obtaining drinking water, fresh water after passing through a filter is vacuum degassed to reduce the pH of the fresh water.
The present invention proposes a method for producing drinking water using carbon dioxide gas, which is characterized in that the carbon dioxide gas is set to a predetermined value and the obtained carbon dioxide gas is blown into the fresh water at the inlet of the filter.
本発明方法の第1の長所はフイルター通過後の
淡水を真空脱気処理して炭酸ガスを放散し、PH値
を増加させることにより所定PH値とするため、従
来必要であつたアルカリ剤が全く必要ないか、必
要な場合も小量で済むことにある。第2の長所は
真空脱気処理して得られる炭酸ガスを再度フイル
ター入口淡水に吹き込んで利用出来るため、炭酸
ガスの利用率が格段に向上することができること
である。
The first advantage of the method of the present invention is that the fresh water that has passed through the filter is vacuum degassed to dissipate carbon dioxide gas and increase the pH value to reach a predetermined pH value. It may not be necessary, or even if it is needed, it will only be needed in small amounts. The second advantage is that the carbon dioxide gas obtained by vacuum degassing can be reused by being blown into the fresh water at the inlet of the filter, so the utilization rate of carbon dioxide gas can be significantly improved.
第3の長所は上記炭酸ガス利用率の向上と、ア
ルカリ必要量の低減効果によりフイルター容量の
縮少が可能になり、建設コストの低減が実現する
ことである。すなわちフイルター容量の縮小をす
る場合にはフイルター入口の炭酸含有水中の炭酸
濃度を上げてフイルター通過水を減らしフイルタ
ー出口水中に高濃度のミネラル成分を溶解させ、
これを淡水化装置で生成した淡水中に混合する方
法が考えられるが、この場合には溶解平衡からフ
イルター出口水中に未反応の炭酸ガスが多く残留
してしまい、中和用アルカリ剤の消費量が増加す
ると共に、炭酸ガスは中和されてむだに消費され
ることともなるため、従来フイルター容量縮少の
大きな障害となつていたものである。 The third advantage is that the filter capacity can be reduced due to the improved carbon dioxide utilization rate and the effect of reducing the amount of alkali required, resulting in a reduction in construction costs. In other words, when reducing the filter capacity, increase the carbon dioxide concentration in the carbonated water at the filter inlet to reduce the amount of water passing through the filter and dissolve highly concentrated mineral components in the filter outlet water.
One possible method is to mix this into the fresh water produced by the desalination equipment, but in this case, due to solubility equilibrium, a large amount of unreacted carbon dioxide gas remains in the water at the filter outlet, resulting in the consumption of alkali agent for neutralization. As the carbon dioxide gas increases, the carbon dioxide gas is also neutralized and wasted, which has been a major obstacle to reducing the filter capacity in the past.
以下本発明の作用について詳述する。 The effects of the present invention will be explained in detail below.
石灰石及び/又はドロマイトを充填したフイル
ター内を炭酸含有水が通過すると下記(1)及び/又
は(2)式に従つてカルシウム及び/又はマグネシウ
ムの硬度成分が溶出してくる。 When carbonated water passes through a filter filled with limestone and/or dolomite, hardness components of calcium and/or magnesium are eluted according to equations (1) and/or (2) below.
CaCO3+CO2+H2OCa(HCO3)2 (1)
Ca・Mg(CO3)2+2CO2+2H2OCa(HCO3
)2+Mg(HCO3)2(2)
(1)式及び(2)式で示した液相反応は平衡反応であ
ることから、フイルター通過後の水中には未反応
の炭酸ガスが残存することとなり、このため一般
にPHが低くなる傾向を示す。PH値が低いままでは
飲料に適さないばかりでなく(WHOでは7.0〜
8.5が適当としている)、水の腐食傾向を示す指数
であるLangelier Saturation Indexが負となり、
飲料水化の本来の目的である飲み味の改善と水の
腐食傾向の低減が達成不可能となる。そこで従来
は水酸化ナトリウム又は炭酸ナトリウム等のアル
カリ剤を使用して次式に示すように、フイルター
出口水中に残存する炭酸ガスを中和してPH値を調
整する方法がとられてきた。 CaCO 3 +CO 2 +H 2 OCa (HCO 3 ) 2 (1) Ca・Mg (CO 3 ) 2 +2CO 2 +2H 2 OCa (HCO 3
) 2 +Mg(HCO 3 ) 2 (2) Since the liquid phase reactions shown in equations (1) and (2) are equilibrium reactions, unreacted carbon dioxide gas remains in the water after passing through the filter. Therefore, the pH generally tends to be lower. Not only is it unsuitable for drinking if the pH value remains low (according to WHO, it is 7.0~
8.5 is considered appropriate), the Langelier Saturation Index, which is an index indicating the tendency of water to corrode, is negative,
The original objectives of making water into potable water, which are to improve drinking taste and reduce the tendency of water to corrode, become impossible to achieve. Therefore, conventional methods have been used to adjust the pH value by neutralizing the carbon dioxide gas remaining in the water at the filter outlet using an alkaline agent such as sodium hydroxide or sodium carbonate, as shown in the following equation.
CO2+NaOHNaHCO3 (3)
CO2+Na2CO3+H2O2NaHCO3 (4)
本発明者らは上記アルカリ剤の低減方法につい
て鋭意検討したところ、残存炭酸ガスを含むフイ
ルター通過後の水を真空脱気処理することにより
残存炭酸ガスが水中より放出されPH値が上昇し、
又得られた炭酸ガスは再び炭酸ガス源として使用
することが出来る事実を見い出し本発明に至つた
ものである。 CO 2 +NaOHNaHCO 3 (3) CO 2 +Na 2 CO 3 +H 2 O2NaHCO 3 (4) The inventors of the present invention conducted extensive studies on a method for reducing the amount of alkaline agents mentioned above, and found that the water that had passed through the filter containing residual carbon dioxide gas was vacuum desorbed. By air treatment, residual carbon dioxide is released from the water and the PH value increases,
Furthermore, we discovered that the obtained carbon dioxide gas can be used again as a carbon dioxide source, leading to the present invention.
真空脱気処理用装置としては、例えば水処理汎
用設備として実績の多いスプレー塔又は充てん塔
方式のもので充分であり、特別の工夫を必要とし
ないので実現はきわめて容易である。又蒸発法に
よる海水の淡水化装置で生成した淡水は、元来炭
酸ガス以外の溶存ガスを殆んど含んでいないため
真空脱気処理の際には、主として炭酸ガスのみが
放散される。従つて得られた炭酸ガスの濃度は高
く、再度炭酸ガス源として使用する場合には、吸
収装置の容量を小型化出来る等好都合である。PH
調整後の設定値としては7.5〜8.5の範囲とするこ
とが多いが、設定PH値が高い場合には、真空脱気
処理のみでは所定PH値まで上昇させることが不可
能な場合もあり、この場合には脱気処理後さらに
アルカリ剤を加えて所定PH値とする。もちろんこ
の場合にも、アルカリ剤単独でPH値を調整する場
合に比較し、アルカリ剤の必要量は大幅に削減出
来る。又気液平衡関係から液PHの上昇するほど炭
酸ガスの放散速度が低下し、真空脱気処理用装置
の容量を増大させる必要があり、これに対処する
ため、アルカリ剤添加の併用も有効な場合があ
る。 As a vacuum deaeration treatment device, for example, a spray tower or a packed tower type, which has been widely used as general-purpose water treatment equipment, is sufficient, and it is extremely easy to implement as it does not require any special measures. Furthermore, since fresh water produced by a seawater desalination apparatus using the evaporation method originally contains almost no dissolved gases other than carbon dioxide, only carbon dioxide gas is mainly released during vacuum degassing treatment. Therefore, the concentration of the obtained carbon dioxide gas is high, and when it is used again as a carbon dioxide gas source, it is advantageous that the capacity of the absorption device can be reduced in size. PH
The set value after adjustment is often in the range of 7.5 to 8.5, but if the set PH value is high, it may be impossible to raise it to the specified PH value with vacuum degassing alone. If necessary, an alkaline agent is further added after the deaeration treatment to obtain a predetermined pH value. Of course, in this case as well, the amount of alkaline agent required can be significantly reduced compared to when adjusting the PH value using an alkaline agent alone. Furthermore, due to the gas-liquid equilibrium relationship, as the liquid pH increases, the rate of carbon dioxide gas dissipation decreases, making it necessary to increase the capacity of the vacuum degassing equipment.To deal with this, it is also effective to add an alkali agent. There are cases.
次に本発明方法を一実施例を参照して詳細に説
明する。
Next, the method of the present invention will be explained in detail with reference to an example.
第1図は本発明を海水の多段フラツシユ蒸発法
から得られる淡水の飲料化に適用した場合を示
す。 FIG. 1 shows the case where the present invention is applied to the drinking of fresh water obtained from a multi-stage flash evaporation method of seawater.
海水の多段フラツシユ蒸発装置1より製造され
た淡水はラインaより抜き出され、バイパスライ
ンbとラインcにより分岐される。 Fresh water produced from the multi-stage flash evaporator 1 of seawater is extracted from line a, and branched into bypass line b and line c.
次にラインcによつて分岐された淡水はライン
d及びラインeによりさらに分岐され、ラインd
を通つた淡水はCO2吸収塔2に導入される。CO2
吸収塔2には多段フラツシユ蒸発装置1により抜
き出されラインpを通つてポンプ7により昇圧さ
れたCO2含有ガスと、真空脱気塔4より抜きださ
れポンプ5より昇圧されたCO2含有ガスとが混合
されラインnを通つて導入される。 Next, the fresh water branched by line c is further branched by line d and line e, and line d
The fresh water that has passed through is introduced into the CO 2 absorption tower 2. CO2
The absorption tower 2 contains CO 2 -containing gas extracted by the multistage flash evaporator 1 and pressurized by the pump 7 through the line p, and CO 2 -containing gas extracted from the vacuum degassing tower 4 and pressurized by the pump 5 . are mixed and introduced through line n.
CO2吸収塔2内でCO2を吸収して炭酸水となつ
た水はラインfを通つて抜き出され、CO2吸収塔
2はバイパスするラインeを通つた淡水と混合
後、ラインgを通つてフイルター3に導入され
る。未吸収のCO2ガス及び窒素、酸素等のガスは
ラインoを通つて系外に排出される。CO2吸収塔
2としては充填塔あるいはラインミキサー等が適
当である。 The water that has become carbonated water by absorbing CO 2 in the CO 2 absorption tower 2 is extracted through line f, and the CO 2 absorption tower 2 mixes it with fresh water that has passed through line e, which bypasses it, and then connects it to line g. and is introduced into the filter 3. Unabsorbed CO 2 gas and gases such as nitrogen and oxygen are discharged to the outside of the system through line o. As the CO 2 absorption tower 2, a packed tower or a line mixer is suitable.
次にラインgより送入された炭酸含有水はフイ
ルター3内を通過する間にフイルター内に充填さ
れた石灰石及び/又はドロマイトの粒状物を溶解
し、硬度及び全アルカリ度を増した後ラインhよ
り抜き出され、真空脱気塔4に供給される。真空
脱気処理によりラインhの水中に小量残存する
CO2ガスを放散し液PH値を上昇させる。放散され
たCO2含有ガスはラインm及びnを通つて再度
CO2吸収塔2に導入される。真空脱気塔4からラ
インiにより抜き出された水は、ラインbを流れ
る淡水と混合され、所定の硬度に調整後ラインj
を通つて最終PH調整工程に送られる。PH調整工程
ではアルカリ剤タンク6よりアルカリ剤溶液がラ
インkを通つてラインj内に注入され、所定PH値
となるよう調整される。設定PH値が低くラインj
を通る水が既に所定値となつている場合には前述
の最終PH調整工程は不要となる。PH調整済みの飲
料水はライン1より系外にとり出される。 Next, the carbonated water sent from line g dissolves limestone and/or dolomite particles filled in the filter while passing through the filter 3, increases hardness and total alkalinity, and then goes to line h It is extracted from the vacuum deaerator 4 and supplied to the vacuum degassing tower 4. A small amount remains in the water in line h due to vacuum degassing.
Dissipates CO 2 gas and increases liquid PH value. The dissipated CO2 - containing gas passes through lines m and n again.
The CO 2 is introduced into the absorption tower 2. The water extracted from the vacuum degassing tower 4 through line i is mixed with fresh water flowing through line b, and after being adjusted to a predetermined hardness, is transferred to line j.
is sent to the final pH adjustment process. In the PH adjustment step, an alkali solution is injected from the alkali tank 6 into the line j through the line k and adjusted to a predetermined PH value. Line j due to low set PH value
If the water passing through has already reached a predetermined value, the final PH adjustment step described above is not necessary. The pH-adjusted drinking water is taken out of the system through line 1.
なお、本図では、多段フラツシユ蒸発法から得
られる淡水の飲料水化の実施例を示したが、本発
明の適用はこれに限定されるものではなく、例え
ば逆浸透法で得られた淡水にも適用可能である。 Although this figure shows an example of turning fresh water obtained by the multi-stage flash evaporation method into drinking water, the application of the present invention is not limited to this. is also applicable.
実施例 1
次に本発明の作用効果を明らかにするため実施
例を示す。Example 1 Next, an example will be shown to clarify the effects of the present invention.
海水の多段フラツシユ蒸発装置より製造された
淡水と炭酸ガス含有ガスを分取し、第1図に示す
態様の飲料水製造方法により処理した。淡水分取
量は400/hであり、そのうち200/hを分岐
してラインcにより炭酸ガス吸収工程へ送入し、
残りはバイパスラインbを流した。 Fresh water and carbon dioxide-containing gas produced by a multi-stage seawater flash evaporator were separated and treated according to the drinking water production method shown in FIG. The amount of fresh water extracted is 400/h, of which 200/h is branched off and sent to the carbon dioxide absorption process via line c.
The remainder was passed through bypass line b.
吸収塔2としてはラシヒリング充てん塔を使用
し、フイルター3にはふるい径1mmから4mmまで
の石灰石を充填した。充填体積は20とした。脱
気塔4にはインターロツクサドルを高さ2mまで
充てんし、内部圧力は約50mmHgとなるようポン
プ5にて吸引し脱炭酸した。 A Raschig ring packed tower was used as the absorption tower 2, and the filter 3 was filled with limestone having a sieve diameter of 1 mm to 4 mm. The filling volume was 20. The deaeration tower 4 was filled with interlock saddles up to a height of 2 m, and decarboxylation was carried out by suction with the pump 5 so that the internal pressure was approximately 50 mmHg.
ライン1よりとり出される最終処理後の飲料水
の全硬度が炭酸カルシウム基準で60mg/となる
ようラインnより吹き込む炭酸ガス含有ガス量を
設定した。又、最終処理後の飲料水のPHは8.4と
なるようにアルカリ剤(カセイソーダ)の注入量
を調整した。 The amount of carbon dioxide-containing gas injected from line n was set so that the total hardness of the final treated drinking water taken out from line 1 was 60 mg/based on calcium carbonate. In addition, the amount of alkaline agent (caustic soda) injected was adjusted so that the pH of the drinking water after final treatment was 8.4.
上記条件下で2日間の連続運転を実施し、カセ
イソーダ及びラインpより注入した炭酸ガスの1
日あたりの消費量を測定したところ次の結果を得
た。 Continuous operation was carried out for two days under the above conditions, and 1% of the caustic soda and carbon dioxide gas injected from line p were
When we measured the amount consumed per day, we obtained the following results.
カセイソーダの消費量=19g
炭酸ガスの消費量=311g
実施例 2
実施例1と同一方法により以下の条件下で淡水
を処理した。 Caustic soda consumption = 19g Carbon dioxide consumption = 311g Example 2 Fresh water was treated by the same method as in Example 1 under the following conditions.
淡水分取量は実施例1と同じ400/hであり、
そのうち100/hを分岐してラインcにより炭
酸ガス吸収工程へ送入し残りはバイパスラインb
を流した。フイルターには実施例1と同一の石灰
石を10充填した。その他の運転条件は実施例1
と同一し、2日間の連続運転を実施してカセイソ
ーダ及びラインpより注入した炭酸ガスの1日あ
たりの消費量を測定したところ次の結果を得た。 The amount of fresh water collected was 400/h, the same as in Example 1,
Of this, 100/h is branched off and sent to the carbon dioxide absorption process via line c, and the rest is bypass line b.
flowed. The filter was filled with 10 pieces of the same limestone as in Example 1. Other operating conditions are Example 1
When continuous operation was carried out for two days and the daily consumption of caustic soda and carbon dioxide gas injected from line p was measured, the following results were obtained.
カセイソーダの消費量=31g
炭酸ガスの消費量=327g
比較例 1
真空脱気塔4よりのガス抜き出しポンプ5を停
止し、他は実施例1と全く同一条件下で2日間の
連続運転を実施してカセイソーダ及びラインpよ
り注入した炭酸ガスの1日あたりの消費量を測定
したところ次の結果を得た。 Caustic soda consumption = 31 g Carbon dioxide consumption = 327 g Comparative Example 1 The gas extraction pump 5 from the vacuum degassing tower 4 was stopped, and the other conditions were exactly the same as in Example 1, and continuous operation was carried out for two days. When the daily consumption of caustic soda and carbon dioxide gas injected from line p was measured, the following results were obtained.
カセイソーダの消費量=58g
炭酸ガスの消費量=352g
比較例 2
真空脱気塔4よりのガス抜き出しポンプ5を停
止し、他は実施例2と全く同一条件下で2日間の
連続運転を実施し、カセイソーダ及びラインpよ
り注入した炭酸ガスの1日あたりの消費量を測定
したところ、次の結果を得た。 Caustic soda consumption = 58 g Carbon dioxide consumption = 352 g Comparative Example 2 Continuous operation for two days was carried out under the same conditions as in Example 2, except that the pump 5 for removing gas from the vacuum degassing tower 4 was stopped. When the daily consumption of caustic soda and carbon dioxide gas injected from line p was measured, the following results were obtained.
カセイソーダの消費量=203g
炭酸ガスの消費量=522g
実施例と比較例を比較すると、フイルター通過
後の淡水を真空脱気処理し、得られた炭酸ガスを
再利用する本発明の方法が、最終PH調整用のアル
カリ剤消費量と炭酸ガス消費量の削減の効果をも
たらすことが明らかである。 Caustic soda consumption = 203g Carbon dioxide consumption = 522g Comparing the examples and comparative examples, it is found that the method of the present invention, which vacuum degasses fresh water after passing through a filter and reuses the obtained carbon dioxide, It is clear that this method has the effect of reducing the consumption of alkaline agents for pH adjustment and the consumption of carbon dioxide gas.
本発明方法によれば、フイルター通過後の淡水
のPH調整用に従来必要であつたアルカリ剤が全く
必要ないか、大幅に削減できる。同時に炭酸ガス
の供給量が削減できる。飲料水化処理する淡水の
量は莫大であることからアルカリ剤消費量、炭酸
ガス量も多量となる。従つてその削減は運転コス
ト低減上非常に有効である。
According to the method of the present invention, the alkaline agent conventionally required for adjusting the pH of fresh water after passing through a filter is not required at all or can be significantly reduced. At the same time, the amount of carbon dioxide gas supplied can be reduced. Since the amount of fresh water to be treated for drinking water is enormous, the consumption of alkaline agents and the amount of carbon dioxide gas are also large. Therefore, its reduction is very effective in reducing operating costs.
第1図は本発明による飲料水の製造方法を説明
するためのフローシートである。
1……多段フラツシユ蒸発装置、2……CO2吸
収塔、3……フイルター、4……真空脱気塔、5
……ポンプ、6……アルカリ剤タンク、7……ポ
ンプ。
FIG. 1 is a flow sheet for explaining the method for producing drinking water according to the present invention. 1...Multi-stage flash evaporator, 2... CO2 absorption tower, 3...Filter, 4...Vacuum degassing tower, 5
...Pump, 6...Alkaline agent tank, 7...Pump.
Claims (1)
水に、該淡水化装置より発生する炭酸含有ガスを
吹き込んで炭酸含有水としたのち、石灰石及び/
又はドロマイトの粒状物を充填したフイルターを
通過させて飲料水を得る方法に於いて、フイルタ
ー通過後の淡水を真空脱気処理して該淡水のPH値
を所定値とすると共に、得られた炭酸ガスを該フ
イルター入口淡水に吹き込むことを特徴とする炭
酸ガスを使用した飲料水の製造方法。1 Freshwater produced by a seawater desalination device using the evaporation method is injected with carbonic acid-containing gas generated by the desalination device to make carbonated water, and then limestone and/or
Alternatively, in a method of obtaining drinking water by passing it through a filter filled with dolomite particles, the fresh water after passing through the filter is vacuum degassed to bring the PH value of the fresh water to a predetermined value, and the obtained carbonate is A method for producing drinking water using carbon dioxide gas, which comprises blowing gas into the fresh water at the inlet of the filter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60183395A JPS6245396A (en) | 1985-08-21 | 1985-08-21 | Method of making drinking water using carbon dioxide |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60183395A JPS6245396A (en) | 1985-08-21 | 1985-08-21 | Method of making drinking water using carbon dioxide |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6245396A JPS6245396A (en) | 1987-02-27 |
| JPH0464758B2 true JPH0464758B2 (en) | 1992-10-15 |
Family
ID=16135025
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60183395A Granted JPS6245396A (en) | 1985-08-21 | 1985-08-21 | Method of making drinking water using carbon dioxide |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6245396A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| IL201568A (en) * | 2009-10-15 | 2014-05-28 | Eitan Dafny | Process and apparatus for producing magnesium enriched drinking water |
| CN112415294B (en) * | 2019-08-22 | 2024-11-19 | 上海中兴软件有限责任公司 | Voltage drop detection circuit and on-board diagnostic system |
-
1985
- 1985-08-21 JP JP60183395A patent/JPS6245396A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6245396A (en) | 1987-02-27 |
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