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JPH0247254B2 - - Google Patents
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JPH0247254B2 - - Google Patents

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Publication number
JPH0247254B2
JPH0247254B2 JP55081402A JP8140280A JPH0247254B2 JP H0247254 B2 JPH0247254 B2 JP H0247254B2 JP 55081402 A JP55081402 A JP 55081402A JP 8140280 A JP8140280 A JP 8140280A JP H0247254 B2 JPH0247254 B2 JP H0247254B2
Authority
JP
Japan
Prior art keywords
chamber
concentration
liquid
flow path
solution
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 - Lifetime
Application number
JP55081402A
Other languages
Japanese (ja)
Other versions
JPS5710306A (en
Inventor
Sunao Urabe
Yoshiharu Takasaki
Eiji Asada
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.)
Tokuyama Corp
Original Assignee
Tokuyama 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 Tokuyama Corp filed Critical Tokuyama Corp
Priority to JP8140280A priority Critical patent/JPS5710306A/en
Publication of JPS5710306A publication Critical patent/JPS5710306A/en
Publication of JPH0247254B2 publication Critical patent/JPH0247254B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/124Water desalination

Landscapes

  • Separation Using Semi-Permeable Membranes (AREA)

Description

【発明の詳細な説明】 イオン交換膜を用いる電気透析により電解質溶
液を濃縮或いは稀釈(又は脱塩)する技術は一般
によく知られており、すでに海水から食塩を製造
する工程や、海水の脱塩により、飲料水を製造す
る方法或いは各種排水からの有害物質の除去、回
収等すでに多くの産業分野で実用化されている。
[Detailed Description of the Invention] The technology of concentrating or diluting (or desalting) an electrolyte solution by electrodialysis using an ion exchange membrane is generally well known, and has already been used in the process of producing salt from seawater and the desalination of seawater. This method has already been put into practical use in many industrial fields, such as in the production of drinking water, and in the removal and recovery of harmful substances from various types of wastewater.

電気透析装置は陽イオン交換膜と陰イオン交換
膜を室枠を介して電極間に多数交互に配列し、締
付けることによつて形成される。かかる電気透析
装置を用いて行えば海水の脱塩を行う場合、従来
の装置では1過流通当り、即ち脱塩室内を1回通
過する間における脱塩率が低いため、所望の脱塩
率まで高める手段として回分方式により複数回電
気透析装置内を循環させて、脱塩を行うとか、あ
るいは複数個の電気透析装置を直列に並べて多段
に順次脱塩を行う方法等が採用されている。しか
しながら前者の回分式による脱塩においては、循
環ポンプおよび循環タンク更にはそれらの間の配
管が必要であり、また後者の直列に並べる方法も
透析装置が複数個必要である等の為、設備費が大
巾に上昇するばかりでなく運転操作が複雑である
という欠点がある。
An electrodialysis device is formed by alternately arranging a large number of cation exchange membranes and anion exchange membranes between electrodes via a chamber frame and tightening them. When desalinating seawater using such an electrodialysis device, conventional devices have a low desalination rate per overflow, that is, during one pass through the desalination chamber, so it is difficult to reach the desired desalination rate. As a means for increasing the desalination, methods have been adopted, such as performing desalination by circulating the electrodialyzer multiple times in a batch method, or arranging a plurality of electrodialyzers in series and sequentially desalting in multiple stages. However, the former batch desalination method requires a circulation pump, circulation tank, and piping between them, and the latter method of arranging them in series also requires multiple dialysis machines, which increases equipment costs. The drawback is that not only does the amount of fuel increase dramatically, but the driving operation is also complicated.

そこで従来から装置の簡略化、設備費の低減、
運転の容易化を図るため被処理液のワン・パスに
よる処理が望まれている。しかし、イオン交換膜
を用いる電気透析においてワンパス処理により高
脱塩又は高濃縮を達成するためには相隣る濃縮
室、稀釈室間の透析室内濃度差が増大し、イオン
交換膜を介して電解質の拡散が大きくなるため、
脱塩又は濃縮の効率が低下し、更に所謂電流効果
も低下する。
Therefore, we have traditionally tried to simplify equipment, reduce equipment costs,
In order to facilitate operation, it is desired to treat the liquid to be treated in one pass. However, in electrodialysis using an ion-exchange membrane, in order to achieve high desalination or high concentration through one-pass processing, the difference in concentration within the dialysis chamber between adjacent concentration chambers and dilution chambers increases, and electrolytes are transferred through the ion-exchange membrane. Because the diffusion of
The efficiency of desalination or concentration is reduced, and also the so-called current effect is reduced.

本発明はワン・パスによる電気透析において効
率よく電解質溶液、特に溶解塩を濃縮、脱塩する
方法を提供する。
The present invention provides a method for efficiently concentrating and desalting an electrolyte solution, particularly a dissolved salt, in one-pass electrodialysis.

即ち、本発明は、電極間に陽イオン交換膜と陰
イオン交換膜を室枠を介して交互に配列し締付け
ることによつて交互に多数の脱塩室および濃縮室
の流路を形成させた電気透析装置を用い、電解質
溶液をそれぞれの流路の一端に供給し、他端から
排出させ、その間透析により電解質溶液の濃縮あ
るいは脱塩を行なう方法において、脱塩室あるい
は濃縮室のいずれか一方の流路の途中に、新たに
液を導入することにより、脱塩室内液と濃縮室内
液の濃度差を減少せしめることを特徴とする電気
透析方法である。
That is, the present invention alternately arranges and tightens cation exchange membranes and anion exchange membranes between electrodes via a chamber frame, thereby alternately forming a large number of channels for demineralization chambers and concentration chambers. In a method in which an electrodialysis device is used, an electrolyte solution is supplied to one end of each channel and discharged from the other end, and the electrolyte solution is concentrated or desalted by dialysis during that time, either in the desalination chamber or the concentration chamber. This is an electrodialysis method characterized by reducing the concentration difference between the desalination chamber fluid and the concentration chamber fluid by introducing a new fluid into the middle of the flow path.

本発明は特に濃縮室液を途中で全部又は一部入
れかえることによつて、脱塩効率を向上させるの
に有効であるが、この逆に濃縮効率を向上させる
操作もまた有効な場合がある。
The present invention is particularly effective in improving the desalination efficiency by replacing all or part of the concentration chamber liquid midway through the process, but conversely, operations for improving the concentration efficiency may also be effective.

本発明によると脱塩液と濃縮液の濃度差を比較
的小さい範囲で操作し得るため、拡散或いは通電
部外への漏洩電流による電流効率の低下を防止し
得る。
According to the present invention, since the concentration difference between the desalted solution and the concentrated solution can be controlled within a relatively small range, it is possible to prevent a decrease in current efficiency due to diffusion or leakage current to the outside of the current-carrying part.

従来から知られている技術として脱塩液と濃縮
液の濃度差を小さくする一つの方法に、脱塩室液
と濃縮室液とを膜を挾んで向流に流す方法もある
が、単にこの方法を実施しただけでは脱塩液と濃
縮液の液圧の差が生じ液の漏洩による電流効率の
低下、回収液量の低下を生じるおそれがある。ま
た向流法では脱塩液と濃縮液の差圧が大きくなり
各透析室への液の分配が不均一になり、液供給量
が不足する室内では水分解による電圧の上昇やス
ケールの析出を生ずる等の不都合がある。
One of the conventionally known techniques for reducing the concentration difference between the desalted solution and the concentrated solution is to sandwich the desalted solution and the concentrated solution through a membrane and flow them countercurrently. If only the method is carried out, there is a risk that a difference in liquid pressure between the desalted liquid and the concentrated liquid will occur, resulting in a decrease in current efficiency and a decrease in the amount of recovered liquid due to leakage of the liquid. In addition, in the countercurrent method, the differential pressure between the desalted solution and the concentrated solution becomes large, resulting in uneven distribution of the solution to each dialysis room.In rooms where the amount of solution supplied is insufficient, voltage increases due to water splitting and scale precipitation occur. There are some inconveniences such as

従つて本発明において最も効果を期待し得る態
様は濃縮室内の流れと脱塩室内の流れの方向は、
同一方向とすることである。しかしながら、これ
を向流としても、本発明の効果は期待し得る。
Therefore, in the aspect in which the most effect can be expected in the present invention, the direction of the flow in the concentration chamber and the flow in the desalination chamber is
It is to be in the same direction. However, the effects of the present invention can be expected even if the flow is countercurrent.

本発明を図面により更に詳細に説明する。 The present invention will be explained in more detail with reference to the drawings.

第1図は本発明に用いる電気透析装置のうち陽
イオン交換膜、室枠、及び陰イオン交換膜の位置
関係を示した図である。
FIG. 1 is a diagram showing the positional relationship of a cation exchange membrane, a chamber frame, and an anion exchange membrane in the electrodialysis apparatus used in the present invention.

第2図は、本発明の室枠の拡大図で、液の給排
流路内の流れを説明するための図である。
FIG. 2 is an enlarged view of the chamber frame of the present invention, and is a diagram for explaining the flow within the liquid supply/discharge channel.

第3図は同じく室枠の1例を示す。 FIG. 3 also shows an example of the chamber frame.

たとえば塩類を含む水溶液を脱塩する場合につ
いて説明すると、陽極、陰極間に陽イオン交換
膜、濃縮室枠、陰イオン交換膜、脱塩室枠更に陽
イオン交換膜の順序に繰返し多数イオン交換膜及
び室枠が配列され夫々濃縮室及び脱塩室を形成し
た電気透析装置であり、第1図はその中間にある
一対の濃縮室と脱塩室とを示すものである。陽イ
オン交換膜1、濃縮室枠2、陰イオン交換膜3に
より濃縮室が構成され、また陰イオン交換膜、脱
塩室枠4更に陽イオン交換膜により脱塩室が構成
されるよう配列されている。被処理液、例えば海
水の脱塩であれば、海水は濃縮室液入口11及び
同中間導入口12より供給し、中間排出口13及
び出口14より夫々排出する。他方脱塩室にあつ
ては脱塩室入口15より被処理液が供給され、流
路内を進むにつれて脱塩され、出口16より取り
出される。
For example, when desalting an aqueous solution containing salts, there is a cation exchange membrane between the anode and cathode, a concentration chamber frame, an anion exchange membrane, a desalination chamber frame, and then a cation exchange membrane, which is repeated in this order. This is an electrodialysis apparatus in which chamber frames are arranged to form a concentration chamber and a demineralization chamber, respectively, and FIG. 1 shows a pair of concentration chambers and a demineralization chamber located in the middle thereof. The cation exchange membrane 1, the concentration chamber frame 2, and the anion exchange membrane 3 constitute a concentration chamber, and the anion exchange membrane, the demineralization chamber frame 4, and the cation exchange membrane further constitute a demineralization chamber. ing. In the case of desalination of a liquid to be treated, for example, seawater, the seawater is supplied through the concentration chamber liquid inlet 11 and intermediate inlet 12, and discharged through the intermediate discharge port 13 and outlet 14, respectively. On the other hand, in the case of the demineralization chamber, the liquid to be treated is supplied from the demineralization chamber inlet 15, is desalted as it travels through the channel, and is taken out from the outlet 16.

濃縮室と脱塩室にはじめに供給される被処理液
(原液ともいう)が同一の場合、各入口近傍では
両室内流路に存在する溶液中の塩濃度はほぼ同じ
であるが流路を進むにつれイオン交換膜を介して
イオンの移動が進み、脱塩室内塩濃度は低下し、
これとほぼ同じ割合で濃縮室内の塩濃度は上昇し
両室間の濃度差は急速に増大する。そこで流路の
途中、第1図にあつては中間位置で濃縮室流路内
液を少なくとも大部分中間排出口13より排出さ
せ、新たに被処理液(原液)場合によつては更に
低濃度溶液を中間導入口12より供給することに
より、濃縮室流路内液濃度を低下させ、脱塩室流
路内液との濃度差を縮めることができるのであ
る。かくして、単に濃度差による拡散ロスを減少
させるだけではなく、イオン交換膜の両面に接す
る液濃度を近づけることにより、イオン交換膜に
かかるストレスを小さくし、膜の歪や皺の発生、
液の漏洩等を防止することができる。
If the liquid to be treated (also called stock solution) initially supplied to the concentration chamber and the desalination chamber is the same, the salt concentration in the solution in the flow path of both chambers is approximately the same near each inlet, but the solution continues through the flow path. As time passes, ion movement progresses through the ion exchange membrane, and the desalinated indoor salt concentration decreases.
The salt concentration in the concentration chamber increases at approximately the same rate as this, and the concentration difference between the two chambers increases rapidly. Therefore, in the middle of the flow path, in the case of FIG. By supplying the solution through the intermediate inlet 12, the concentration of the solution in the concentrating chamber channel can be lowered, and the difference in concentration between the solution and the solution in the desalting chamber channel can be reduced. In this way, in addition to simply reducing the diffusion loss due to concentration differences, by bringing the concentration of the liquid in contact with both sides of the ion exchange membrane closer together, the stress on the ion exchange membrane is reduced, preventing the occurrence of distortion and wrinkles in the membrane.
Liquid leakage etc. can be prevented.

第2図は本発明において流路途中で液の交換を
行う側の透析室(濃縮室又は脱塩室)枠の拡大図
である。本図により液の給排方式を説明する。即
ち、最も一般的な方法は、原液をaより供給し、
bより排出し、別にcより供給し、dより排出さ
せる方法であるが、好ましい別の一態様は、原液
をcより供給し、dより排出させ、このd排出液
をそのまま、或いは吸着剤と接触させるとか必要
な薬剤処理又は別の溶液を混合し、aより供給し
bより排出させる方法である。更に別の好ましい
態様は、原液をaより供給し、少なくとも一部を
bより排出させ、残部は流通孔17(必要により
設けておく)により、上部の流路に流すと共に、
cより透析生成液の一部を供給する。即ち、例え
ば脱塩を意図して電気透析を行う場合、濃縮室枠
に第2図の如き構造を用い、aより原液を、また
cより脱塩された透析生成液を供給する方法であ
る。勿論濃縮液を電気透析生成液とする場合は稀
釈室枠について上記と同様な手段を適用すればよ
い。また別の態様としては、後述の実施例2に示
すように原液aより供給し、bより排出し、別に
dより供給し、cから排出することもできる。
FIG. 2 is an enlarged view of the dialysis chamber (concentration chamber or desalination chamber) frame on the side where liquid is exchanged in the middle of the flow path in the present invention. The liquid supply and discharge system will be explained with reference to this figure. That is, the most common method is to supply the stock solution from a,
This is a method of discharging from b, separately supplying from c, and discharging from d, but another preferable embodiment is to supply the stock solution from c and discharge from d, and use this d discharged liquid as it is or with an adsorbent. This is a method in which a necessary chemical treatment or other solution is mixed by contact, and the solution is supplied from a and discharged from b. In yet another preferred embodiment, the stock solution is supplied from a, at least a part of it is discharged from b, and the remainder is allowed to flow into the upper channel through the flow hole 17 (provided as necessary).
A portion of the dialysis product solution is supplied from c. That is, when performing electrodialysis with the intention of desalting, for example, a structure as shown in FIG. 2 is used for the concentration chamber frame, and the stock solution is supplied from a and the desalted dialysis product is supplied from c. Of course, when the concentrate is used as an electrodialysis product, the same means as described above may be applied to the dilution chamber frame. In another embodiment, as shown in Example 2 below, the stock solution a can be supplied, the solution can be discharged from b, the solution can be separately supplied from d, and the solution can be discharged from c.

本発明にあつては、要は電気透析により得よう
とする脱塩水、又は濃縮水溶液は、可及的に長い
流路を一貫して流し、それに対する稀釈室又は濃
縮室流路にはその端部入口及び中間導入口より選
ばれる少なくとも2ケ所より液を供給することに
ある。
In the present invention, the point is that demineralized water or concentrated aqueous solution to be obtained by electrodialysis is continuously passed through a channel as long as possible, and the end of the channel is connected to the dilution chamber or concentration chamber. The purpose is to supply the liquid from at least two locations selected from the partial inlet and the intermediate inlet.

第3図は流路途中から液を供給するための室枠
の実際に使用する場合の一例である。本例にある
ように通常原液を供給するための潮道20より網
などのスペーサーを介在させた入口11を通して
原液等を供給する。一般に両室液間に極度に濃度
差が生ずるのは、流路の後半部であるから、中間
供給液は流路の後半に供給するのが好ましく、本
例にあつても、中間排出口13及び中間導入口1
2は後半部にあり、各々潮道21及び23に連通
している。尚24及び25は隣の透析室へ連通す
る潮道である。以下実施例を示す。
FIG. 3 shows an example of the actual use of a chamber frame for supplying liquid from the middle of the flow path. As shown in this example, the stock solution and the like are supplied from the tide channel 20, which is normally used for supplying the stock solution, through the inlet 11 with a spacer such as a net interposed therebetween. Generally, it is in the latter half of the flow path that an extreme concentration difference occurs between the liquids in both chambers, so it is preferable to supply the intermediate supply liquid to the latter half of the flow path. and intermediate inlet 1
2 is in the rear half and communicates with tideways 21 and 23, respectively. Note that 24 and 25 are tideways that communicate with the adjacent dialysis room. Examples are shown below.

実施例 1 第3図に示すような被処理液の流路を屈曲させ
た構造の室枠、即ち、厚さ0.75mm、巾1000mm×長
さ2200mmであり、枠中に巾210mm、長さ8000mmの
屈曲した流路を形成させる切欠部を設けた室枠を
介して陽イオン交換膜〔商品名“ネオセプター
CL−25T”(徳山曹達社製)スルホン酸を交換基
とする強酸性膜〕および陰イオン交換膜〔商品名
ネオセプターACH−45T(徳山曹達社製)4段ア
ンモニウム基を交換基とする強塩基性膜〕を交互
に配列し、これを電極間で締付けて濃縮室301
室、脱塩室300室からなる電気透析装置を組立
てた。電極は陰極がステンレス板で陽極が白金メ
ツキを施したチタン板を用いた。
Example 1 The chamber frame has a structure in which the flow path of the liquid to be treated is bent as shown in Fig. 3, that is, the thickness is 0.75 mm, the width is 1000 mm, the length is 2200 mm, and the frame has a width of 210 mm and a length of 8000 mm. A cation exchange membrane [trade name "Neocepter"
CL-25T” (manufactured by Tokuyama Soda Co., Ltd.) Strongly acidic membrane with sulfonic acid as an exchange group] and anion exchange membrane Basic membranes] are arranged alternately and tightened between the electrodes to form the concentration chamber 301.
An electrodialysis device consisting of 300 demineralization chambers and desalination chambers was assembled. As for the electrodes, the cathode was a stainless steel plate and the anode was a platinum-plated titanium plate.

この電気透析装置を用いて全溶存塩(TDSと
いう)34000ppmの海水を脱塩した。脱塩室には
原海水を室内の流速が6.0cm/secで供給し8000mm
の流路を通過するうちに脱塩処理された後、流路
の末端より排出させた。一方濃縮室には原海水を
室内の流速が5.0cm/secで供給したが入口より
6000mmの所で排出し、替りに新しい原海水を室内
の流速が2.5cm/secで導入した。この装置に
582Aの電流を印加させたところ、脱塩室からは
TDS380ppmの脱塩液が1時間当り8.9m3得られ
た。一方濃縮室の流路6000mmの部分からは、
TDS62800ppmの濃縮液が排出された。また6000
mmの流路の部分で供給され、濃縮室の末端より排
出された液のTDSは46100ppmであつた。この時
の電圧は245Vであつた。また電流効率は92%で
あつた。
This electrodialysis device was used to desalinate seawater with a total dissolved salt (TDS) of 34,000 ppm. Raw seawater is supplied to the desalination room at a flow rate of 6.0 cm/sec to 8000 mm.
After being desalted while passing through the channel, it was discharged from the end of the channel. On the other hand, raw seawater was supplied to the concentration chamber at a flow rate of 5.0cm/sec, but from the inlet.
It was discharged at a depth of 6000mm, and new raw seawater was introduced in its place at a flow rate of 2.5cm/sec. to this device
When a current of 582A was applied, from the desalination chamber
8.9 m 3 of desalted solution with TDS of 380 ppm was obtained per hour. On the other hand, from the 6000mm flow path of the concentration chamber,
Concentrated liquid with TDS62800ppm was discharged. 6000 again
The TDS of the liquid supplied through the mm channel and discharged from the end of the concentration chamber was 46,100 ppm. The voltage at this time was 245V. Moreover, the current efficiency was 92%.

比較例 1 実施例1において、濃縮液を流路の途中より排
出させることなく流路の末端部で排出させた。即
ち、脱塩液および濃縮液ともに入口より供給され
た原海水は、それぞれの流路を出口部に向つて通
過する間に脱塩あるいは濃縮され、出口部より排
出させた。他は実施例1と同様にして海水の脱塩
を行つたところ、印加する電流値が582Aでは脱
塩室より排出される脱塩液の濃度はTDS950ppm
であり、濃縮液の濃度はTDS69000ppmであつ
た。この時の電流効率は90%で、電圧は240Vで
あつた。また、排出される脱塩液の濃度を下げる
為、電流値を上げたところ、電流値が592Aの時
排出される脱塩液の濃度はTSD400ppmとなり、
この時の電流効率は90%で、電圧は260Vであつ
た。実施例1と比較して同程度の脱塩液濃度に達
するには、電流および電圧共に大きく、単位容量
の脱塩液を得るのに要する透析電力が大きくなつ
た。
Comparative Example 1 In Example 1, the concentrated liquid was discharged at the end of the channel without being discharged from the middle of the channel. That is, both the desalinated liquid and the concentrated liquid were supplied from the inlet, and the raw seawater was desalted or concentrated while passing through the respective channels toward the outlet, and was discharged from the outlet. When seawater was desalinated in the same manner as in Example 1, when the applied current value was 582 A, the concentration of the desalted solution discharged from the desalination chamber was TDS 950 ppm.
The concentration of the concentrate was TDS 69000 ppm. The current efficiency at this time was 90% and the voltage was 240V. In addition, in order to lower the concentration of the desalted solution discharged, the current value was increased, and when the current value was 592A, the concentration of the desalted solution discharged was TSD400ppm,
The current efficiency at this time was 90% and the voltage was 260V. Compared to Example 1, both the current and voltage were larger in order to reach the same desalted solution concentration, and the dialysis power required to obtain a unit volume of desalted solution was increased.

実施例 2 実施例1において濃縮液を流路が6000mmのとこ
ろで排出させるのは同様に実施したが、新しい海
水を6000mmのところから供給していたのを流路の
末端部より供給し、6000mmのところから排出させ
た。他は実施例1と同様にして海水の脱塩を行つ
たところ、印加する電流値が578Aの時排出され
る脱塩液の濃度はTDS370ppmで、電流効率は92
%、電圧は243Vであつた。
Example 2 The concentrated liquid was discharged at the 6000 mm point in the same way as in Example 1, but fresh seawater was supplied from the end of the channel instead of the 6000 mm point. It was discharged from somewhere. When seawater was desalinated in the same manner as in Example 1, the concentration of the desalinated solution discharged when the applied current value was 578 A was TDS 370 ppm, and the current efficiency was 92
%, the voltage was 243V.

実施例 3 実施例1において濃縮液を流路の途中6000mmの
所で排出されるのは同様に実施したが、新たに濃
縮室に導入する液として、脱塩液の流路の6000mm
のところから、脱塩液の10%を抜き出した液を使
用した。他は実施例1と同様にして海水の脱塩を
行なつたところ、印加する電流値が575Aの時排
出される脱塩液の濃度はTDS380ppmで電流効率
は93%、電圧241Vであつた。
Example 3 In Example 1, the concentrated liquid was discharged 6000 mm in the middle of the flow path, but the liquid to be newly introduced into the concentration chamber was discharged 6000 mm into the desalination liquid flow path.
A solution obtained by extracting 10% of the desalted solution was used. Seawater was otherwise desalinated in the same manner as in Example 1. When the applied current value was 575A, the concentration of the desalination solution discharged was TDS 380ppm, the current efficiency was 93%, and the voltage was 241V.

実施例 4 実施例1において濃縮室の流路の途中6000mmの
ところで原海水を、室内の流速が5.0cm/secで供
給し流路の末端で排出させ、該排出液を流路の入
口部に再度供給して6000mmの流路の位置まで通過
させた後排出させるようにした。他は、実施例1
と同様にして海水の脱塩を行つたところ印加する
電流値が582Aの時排出される脱塩液の濃度は
TDS400ppmで、電流効率は92%電圧は246Vで
あつた。
Example 4 In Example 1, raw seawater was supplied at a flow rate of 5.0 cm/sec at a point 6000 mm in the middle of the flow path of the concentration chamber, and was discharged at the end of the flow path, and the discharged liquid was introduced into the inlet of the flow path. It was supplied again and passed through to the 6000 mm channel, and then discharged. Others are Example 1
When desalinating seawater in the same manner as above, the concentration of the desalinated solution discharged when the applied current value is 582A is
At a TDS of 400ppm, the current efficiency was 92% and the voltage was 246V.

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

第1図は電気透析装置の透析室の1部を説明す
る図面である。第2図は透析室枠内を流れる液の
流れ方を例示する図面である。第3図は本発明に
用いる別の透析室枠の形態を示す図面である。 図中、1は陽イオン交換膜、2は濃縮室(又は
稀釈室)枠、3は陰イオン交換膜、4は稀釈室
(又は濃縮室)枠、である。
FIG. 1 is a diagram illustrating a part of a dialysis chamber of an electrodialysis apparatus. FIG. 2 is a diagram illustrating how the liquid flows within the dialysis chamber frame. FIG. 3 is a drawing showing another form of a dialysis room frame used in the present invention. In the figure, 1 is a cation exchange membrane, 2 is a concentration chamber (or dilution chamber) frame, 3 is an anion exchange membrane, and 4 is a dilution chamber (or concentration chamber) frame.

Claims (1)

【特許請求の範囲】 1 電極間に陽イオン交換膜と陰イオン交換膜を
室枠を介して交互に配列し締付けることによつて
交互に多数の脱塩室および濃縮室の流路を形成さ
せた電気透析装置を用い、電解質溶液をそれぞれ
の流路の一端に供給し、他端から排出させ、その
間透析により電解質溶液の濃縮あるいは脱塩を行
なう方法において、脱塩室あるいは濃縮室のいず
れか一方の流路の途中に、新たに液を導入するこ
とにより、脱塩室内液と濃縮室内液の濃度差を減
少せしめることを特徴とする電気透析方法。 2 新たに導入される液が、最初に導入された液
と同一である特許請求の範囲第1項記載の方法。 3 新たに導入される液が同一の電気透析装置に
より製造された透析生成液である特許請求の範囲
第1項記載の方法。 4 同一の電気透析装置の脱塩室液の一部を濃縮
室に導入する特許請求の範囲第1項記載の方法。 5 電流方向に直交する平面内で屈曲した流路を
形成した脱塩室及び濃縮室を夫々有する電気透析
装置であつて濃縮室流路のうち中間点以後の部分
に溶液の取出及び導入口を設けた装置を用いる特
許請求の範囲第1項記載の方法。 6 濃縮室及び稀釈室のうち一方の室の流路の途
中に当該室に供給する原液を導入し、該室より排
出される液の少なくとも一部を該室流路の最初の
入口に環流させる特許請求の範囲第1項記載の方
法。 7 流路途中で新たに液を導入するにあたり当該
流路内液の少なくとも1部を排出させる特許請求
の範囲第1項記載の方法。
[Claims] 1. By alternately arranging and tightening cation exchange membranes and anion exchange membranes between electrodes via chamber frames, a large number of channels for demineralization chambers and concentration chambers are alternately formed. In a method of supplying an electrolyte solution to one end of each flow path and discharging it from the other end using an electrodialysis device, the electrolyte solution is concentrated or desalted by dialysis during that time. An electrodialysis method characterized by reducing the concentration difference between a desalination chamber fluid and a concentration chamber fluid by introducing a new fluid into one of the channels. 2. The method according to claim 1, wherein the newly introduced liquid is the same as the initially introduced liquid. 3. The method according to claim 1, wherein the newly introduced liquid is a dialysis product liquid produced by the same electrodialyzer. 4. The method according to claim 1, wherein a part of the desalination chamber fluid of the same electrodialysis apparatus is introduced into the concentration chamber. 5 An electrodialysis device having a demineralization chamber and a concentration chamber each forming a curved flow path in a plane orthogonal to the current direction, and having a solution extraction and inlet port in the portion of the concentration chamber flow path after the midpoint. A method according to claim 1 using the apparatus provided. 6. Introducing the stock solution to be supplied to one of the concentration chamber and dilution chamber in the middle of the flow path of the chamber, and circulating at least a portion of the liquid discharged from the chamber to the first entrance of the flow path of the chamber. A method according to claim 1. 7. The method according to claim 1, in which at least a part of the liquid in the flow path is discharged when a new liquid is introduced in the flow path.
JP8140280A 1980-06-18 1980-06-18 Electrodialysis process Granted JPS5710306A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8140280A JPS5710306A (en) 1980-06-18 1980-06-18 Electrodialysis process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8140280A JPS5710306A (en) 1980-06-18 1980-06-18 Electrodialysis process

Publications (2)

Publication Number Publication Date
JPS5710306A JPS5710306A (en) 1982-01-19
JPH0247254B2 true JPH0247254B2 (en) 1990-10-19

Family

ID=13745316

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8140280A Granted JPS5710306A (en) 1980-06-18 1980-06-18 Electrodialysis process

Country Status (1)

Country Link
JP (1) JPS5710306A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4819026B2 (en) * 2007-12-12 2011-11-16 オルガノ株式会社 Electric deionized water production apparatus and deionized water production method

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS559150Y2 (en) * 1975-07-16 1980-02-28
JPS56166904A (en) * 1980-05-29 1981-12-22 Tokuyama Soda Co Ltd Electrodialyzer

Also Published As

Publication number Publication date
JPS5710306A (en) 1982-01-19

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