JPS5850763B2 - water generator - Google Patents
water generatorInfo
- Publication number
- JPS5850763B2 JPS5850763B2 JP52055056A JP5505677A JPS5850763B2 JP S5850763 B2 JPS5850763 B2 JP S5850763B2 JP 52055056 A JP52055056 A JP 52055056A JP 5505677 A JP5505677 A JP 5505677A JP S5850763 B2 JPS5850763 B2 JP S5850763B2
- Authority
- JP
- Japan
- Prior art keywords
- reverse osmosis
- tank
- electrodialysis
- osmosis module
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 6
- 238000001223 reverse osmosis Methods 0.000 claims description 31
- 238000000909 electrodialysis Methods 0.000 claims description 20
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 239000012141 concentrate Substances 0.000 claims 1
- 238000007599 discharging Methods 0.000 claims 1
- 239000000243 solution Substances 0.000 description 24
- 239000012267 brine Substances 0.000 description 20
- HPALAKNZSZLMCH-UHFFFAOYSA-M sodium;chloride;hydrate Chemical compound O.[Na+].[Cl-] HPALAKNZSZLMCH-UHFFFAOYSA-M 0.000 description 20
- 239000012528 membrane Substances 0.000 description 14
- 239000013505 freshwater Substances 0.000 description 13
- 150000003839 salts Chemical class 0.000 description 13
- 239000013535 sea water Substances 0.000 description 9
- 238000010790 dilution Methods 0.000 description 7
- 239000012895 dilution Substances 0.000 description 7
- 239000007788 liquid Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 238000010612 desalination reaction Methods 0.000 description 5
- 238000011033 desalting Methods 0.000 description 3
- 239000012466 permeate Substances 0.000 description 3
- 239000003011 anion exchange membrane Substances 0.000 description 2
- 238000005341 cation exchange Methods 0.000 description 2
- 238000000502 dialysis Methods 0.000 description 2
- 238000011084 recovery Methods 0.000 description 2
- 239000002904 solvent Substances 0.000 description 2
- 150000001450 anions Chemical class 0.000 description 1
- 150000001768 cations Chemical class 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 230000005684 electric field Effects 0.000 description 1
- 229910017053 inorganic salt Inorganic materials 0.000 description 1
- 239000003014 ion exchange membrane Substances 0.000 description 1
- 230000003204 osmotic effect Effects 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/44—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
- C02F1/441—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by reverse osmosis
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
- C02F1/469—Treatment of water, waste water, or sewage by electrochemical methods by electrochemical separation, e.g. by electro-osmosis, electrodialysis, electrophoresis
- C02F1/4693—Treatment of water, waste water, or sewage by electrochemical methods by electrochemical separation, e.g. by electro-osmosis, electrodialysis, electrophoresis electrodialysis
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/08—Seawater, e.g. for desalination
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/124—Water desalination
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/124—Water desalination
- Y02A20/131—Reverse-osmosis
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
- Water Treatment By Electricity Or Magnetism (AREA)
Description
【発明の詳細な説明】 本発明は遣水装置に関するものである。[Detailed description of the invention] The present invention relates to a water supply device.
電気透析法(イオン交換膜法とも云われる)および逆浸
透法は溶液中の塩分の濃縮および脱塩の目的に使用され
ており、商業的実施例においてその有用性が確立されて
いる。Electrodialysis (also referred to as ion exchange membrane) and reverse osmosis have been used for the purpose of concentrating and desalting salts in solutions, and their usefulness has been established in commercial practice.
上記方法による溶液の処理において消費電力費および膜
の取替え費用が処理コスト中の大部分を占めていること
は一般に知られていることである。It is generally known that power consumption costs and membrane replacement costs account for a large portion of the processing cost in processing solutions using the above method.
また消費電力と装置の膜面積とは補完関係があり、溶液
の品位や装置能力などの条件が同一とすれば、消費電力
を節約すれば装置の膜面積は増大する傾向になる。Furthermore, there is a complementary relationship between power consumption and the membrane area of the device, and if conditions such as solution quality and device capacity are the same, the membrane area of the device tends to increase if power consumption is saved.
そこで本発明は、単位処理水量あたりの電力消費量の低
減をはかり、より安価な処理コストを実現し得る造水装
置を提供せんとするものである。SUMMARY OF THE INVENTION Therefore, the present invention aims to reduce power consumption per unit amount of treated water and provide a water generating apparatus that can realize lower treatment costs.
逆浸透法の原理は、塩分を含む被処理溶液を20〜60
kg/cviGまたはそれ以上に加圧し、溶液の浸透
圧を越える圧力エネルギーにより被処理溶液中の主とし
て溶媒のみを逆浸透膜を介してにじみ出させ、これを採
取して希薄溶液となし、溶媒を透過させて残溜した被処
理溶液を濃縮溶液となすことである。The principle of reverse osmosis is that the solution to be treated containing salt is
kg/cviG or more, the pressure energy exceeding the osmotic pressure of the solution causes mainly only the solvent in the solution to be oozed out through the reverse osmosis membrane, which is collected and made into a dilute solution, and the solvent is permeated. The remaining solution to be treated is made into a concentrated solution.
現在、商業的逆浸透装置においてはこれを連続的に実施
し、一般に被処理液の70〜80%を希薄溶液として取
得している。Currently, commercial reverse osmosis equipment performs this continuously, typically obtaining 70-80% of the liquid to be treated as a dilute solution.
特に塩分濃度の高い海水の淡水化処理においては、被処
理海水の20〜40%のみが淡水として取得され残余は
濃縮ブラインとして高圧のエネルギーを有する状態で廃
棄されている。In particular, in the desalination treatment of seawater with a high salt concentration, only 20 to 40% of the seawater to be treated is obtained as fresh water, and the remainder is discarded as concentrated brine in a state containing high pressure energy.
特に塩分濃度の高い溶液の脱塩処理においてはエネルギ
ーの利用率が低くなるのみでなく、高価な前処理を施し
た被処理溶液の利用率も低くなる欠点を有している逆浸
透法による脱塩処理に対して、本発明によればこれらの
欠点を解消することが可能である。Especially when desalting solutions with high salt concentration, reverse osmosis method has the drawback that not only the energy utilization rate is low, but also the utilization rate of the treated solution that has undergone expensive pretreatment is low. According to the present invention, it is possible to overcome these drawbacks with respect to salt treatment.
一方、電気透析法においては、陽イオン交換膜と陰イオ
ン交換膜の平膜を交互にフィルタープレス状に組合せ、
交互に濃縮室、希釈室を形成した多数の膜対の両端に電
極を設置し、膜に垂直方向の電場を生じさせた透析槽を
利用している。On the other hand, in the electrodialysis method, flat membranes of cation exchange membranes and anion exchange membranes are alternately combined in a filter press,
A dialysis tank is used, in which electrodes are installed at both ends of a large number of pairs of membranes that alternately form concentration and dilution chambers, creating an electric field in the vertical direction across the membranes.
濃縮室に供給された被処理溶液は、陽イオン交換膜およ
び陰イオン交換膜を介貝て隣接する希釈室より電気透析
の原理により透析されてくる陽イオン、陰イオンを取り
込んで濃縮溶液となり、さらに希釈室に供給された被処
理溶液は希薄溶液となり透析槽より排出される。The solution to be treated that is supplied to the concentration chamber takes in cations and anions that are dialyzed by the principle of electrodialysis from the adjacent dilution chamber through a cation exchange membrane and an anion exchange membrane to become a concentrated solution. Further, the solution to be treated that is supplied to the dilution chamber becomes a diluted solution and is discharged from the dialysis tank.
商業的電気透析装置においては、濃縮室および希釈室に
供給される被処理溶液はそれぞれ独立の循環ループを形
成し、各々のループに給液ラインおよび排液ラインを設
置し、バッチ式または連続的に運転されている。In commercial electrodialysis equipment, the solution to be treated that is supplied to the concentration chamber and the dilution chamber forms independent circulation loops, each loop is equipped with a supply line and a drain line, and either batch or continuous operation is performed. is being driven by.
循環ループでの溶液の循環は大気圧下で行なわれ、取得
すべき処理液の流量の何倍かの流量で循環が行なわれる
。The circulation of the solution in the circulation loop takes place under atmospheric pressure and at a flow rate several times the flow rate of the processing liquid to be obtained.
溶液中の塩分を脱塩する目的で使用される電気透析装置
においては、取得すべき希薄溶液の塩分を500 pp
m以下の低レベルに保とうとすれば上記の液循環量は一
般に取得すべき希薄溶液の流量の10倍以上で実施され
る。In electrodialysis equipment used for the purpose of desalting salts in solutions, the salt content of the dilute solution to be obtained is reduced to 500 pp.
In order to maintain the flow rate at a low level of less than m, the above-mentioned liquid circulation amount is generally performed at a flow rate of 10 times or more of the flow rate of the dilute solution to be obtained.
本発明は電気透析装置の運転において必要とされる上記
循環動力を逆浸透装置より排出される濃縮ブラインの高
圧工洋ルギーを回収することにより、より経済的な溶液
の濃縮および脱塩の処理システムを可能ならしめるもの
である。The present invention provides a more economical solution concentration and desalination processing system by recovering the high-pressure energy of the concentrated brine discharged from the reverse osmosis device to replace the above-mentioned circulation power required in the operation of the electrodialysis device. This is what makes it possible.
本発明において記述されている「溶液中の塩分は単に無
機質の塩分に限定されるものでなく、電気透析装置およ
び逆浸透装置において有効に処理できる溶質一般に適用
されるものである。The "salt in solution" described in the present invention is not limited to simply inorganic salt, but is applicable to general solutes that can be effectively treated in electrodialysis equipment and reverse osmosis equipment.
さらに上記動力の回収のための方法としては、ノズル機
構を有するエゼクタ−1回転機構を有する例えば動力回
収タービンなどが使用されるがこれらに限定されるもの
ではな(、比較的小流量で高圧を有する液体エイルギー
を比較的大流量で低圧の液体エネルギーに転移させ得る
機構を有し、本発明の目的に適合し得る動力回収装置に
ついて適用されるものである。Furthermore, as a method for recovering the above-mentioned power, for example, a power recovery turbine having an ejector single rotation mechanism having a nozzle mechanism may be used, but is not limited to these. The present invention is applied to a power recovery device that has a mechanism that can transfer liquid energy into low-pressure liquid energy at a relatively large flow rate, and can be adapted to the purpose of the present invention.
第1図は従来の2段逆浸透法による海水淡水化装置のフ
ローシートを示し、1は原料海水受槽、2Aは第1段逆
浸透モジュール、2Bは第2段逆浸透モジュール、3A
は第1段高圧ポンプ、3Bは第2段高圧ポンプである。Figure 1 shows a flow sheet of a seawater desalination equipment using a conventional two-stage reverse osmosis method, where 1 is a raw seawater receiving tank, 2A is a first-stage reverse osmosis module, 2B is a second-stage reverse osmosis module, and 3A
is a first-stage high-pressure pump, and 3B is a second-stage high-pressure pump.
この従来例では、前処理を施した原料海水129.3T
/HRを原料海水受槽1に供給し、第1段高圧ポンプ3
Aにてこれを加圧のうえ第1段逆浸透モジュール2人に
供給する。In this conventional example, 129.3T of pretreated raw seawater was used.
/HR is supplied to the raw seawater receiving tank 1, and the first stage high pressure pump 3
At A, this is pressurized and supplied to two first-stage reverse osmosis modules.
1供給液は第2段逆浸透モジュール2Bよりの濃縮ブラ
インをも含むので、供給量は137.5T/HR1塩分
は33800 ppm である。1 feed also includes the concentrated brine from the second stage reverse osmosis module 2B, so the feed rate is 137.5T/HR1 and the salinity is 33,800 ppm.
第1段逆浸透モジュール2人は塩除去率95%、膜面積
4080mを有するモジュールであり、供給液の圧力は
57kg/crtiGであるので濃縮ブラインとして7
9.3T/HRが56800 ppm にて廃棄され
、透過液として58.2 T/HRが2270ppmに
て第2段高圧ポンプ3Bに供給される。The first stage reverse osmosis module has two people with a salt removal rate of 95% and a membrane area of 4080 m, and the pressure of the feed liquid is 57 kg/crtiG, so it is used as concentrated brine.
9.3 T/HR is discarded at 56800 ppm, and 58.2 T/HR is supplied as a permeate at 2270 ppm to the second stage high pressure pump 3B.
これを第2段高圧ポンプ3Bにて42kg/c4Gに加
圧のうえ第2段逆浸透モジュール2Bに供給する。This is pressurized to 42 kg/c4G by the second stage high pressure pump 3B and then supplied to the second stage reverse osmosis module 2B.
第2段逆浸透モジュール2Bは塩除去率95%、膜面積
2050mを有するモジュールであり、濃縮ブラインと
して8.2 T /HRが14260 ppm にて
原料海水受槽1へ回収される。The second stage reverse osmosis module 2B is a module having a salt removal rate of 95% and a membrane area of 2050 m, and is recovered to the raw seawater receiving tank 1 as concentrated brine at 8.2 T/HR and 14260 ppm.
第2段逆浸透モジュール2Bでの透過液は本装置での処
理淡水であり、413 ppm の淡水50T/HR
が取得された。The permeate in the second stage reverse osmosis module 2B is the fresh water treated with this device, and is 413 ppm fresh water 50T/HR.
was obtained.
第2図は本発明による逆浸透法、電気透析装置合せ脱塩
システムによる海水の淡水化装置、すなわち造水装置の
フローシートを示し、10は濃縮ブライン放流槽(濃縮
液放流槽)、11は高圧ポンプ、12は逆浸透モジュー
ル、13は逆浸透モジュール12よりの高圧ブラインを
駆動力として濃縮ブラインを循環させる循環エゼクタ−
114は電気透析槽、15は淡水循環ポンプ、16は淡
水循環槽である。FIG. 2 shows a flow sheet of a seawater desalination device, that is, a fresh water production device, using the reverse osmosis method and the desalination system combined with an electrodialysis device according to the present invention, where 10 is a concentrated brine discharge tank (concentrated liquid discharge tank), and 11 is a A high pressure pump, 12 a reverse osmosis module, and 13 a circulation ejector that circulates concentrated brine using the high pressure brine from the reverse osmosis module 12 as a driving force.
114 is an electrodialysis tank, 15 is a freshwater circulation pump, and 16 is a freshwater circulation tank.
この本発明実施例では、前処理を施した海水125 T
/HRを受は入れ、高圧ポンプ11にて57kg/cr
AGに加圧して逆浸透モジュール12に供給する。In this embodiment of the present invention, 125 T of pretreated seawater was used.
/HR is received, 57kg/cr with high pressure pump 11
AG is pressurized and supplied to the reverse osmosis module 12.
この逆浸透モジュール12は塩除去率95%、膜面積4
ororrtを有するモジュールであり、これより75
T/HRの高圧ブライン56800 ppm が循環
エゼクタ−13に供給され、これを駆動力として循環エ
ゼクタ−13が547T/HRの濃縮ブライン5805
0 ppmを濃縮ブライン放流槽10より吸引するので
622T/HRの濃縮ブラインが電気透析槽14の濃縮
室に供給され、濃縮ブライン放流槽10との間に循環ル
ープを形成する。This reverse osmosis module 12 has a salt removal rate of 95% and a membrane area of 4
It is a module with ororrt, and from this 75
High pressure brine of 56800 ppm of T/HR is supplied to the circulation ejector 13, and using this as a driving force, the circulation ejector 13 produces concentrated brine 5805 of 547T/HR.
Since 0 ppm is sucked from the concentrated brine discharge tank 10, 622 T/HR of concentrated brine is supplied to the concentration chamber of the electrodialysis tank 14, forming a circulation loop with the concentrated brine discharge tank 10.
逆浸透モジュール12よりの透過水は2300 ppm
であり、50T/Hpで淡水循環槽16に供給され
る。Permeate water from reverse osmosis module 12 is 2300 ppm
and is supplied to the freshwater circulation tank 16 at 50T/Hp.
この淡水循環槽16は電気透析槽14の希釈室との間に
循環ループを形成するので淡水循環槽16での塩分濃度
は560 pprn である。Since this freshwater circulation tank 16 forms a circulation loop with the dilution chamber of the electrodialysis tank 14, the salt concentration in the freshwater circulation tank 16 is 560 pprn.
電気透析槽14は膜対として1370m”を有し、電流
密度42AMP/ m2で運転されており、流量622
T/)(R1揚程1kg/c77fGの淡水循環ポンプ
15にて循環される淡水は電気透析槽14の希釈室で脱
塩され、413 ppm として排出される。The electrodialysis tank 14 has a membrane pair of 1370 m'', is operated at a current density of 42 AMP/m2, and has a flow rate of 622 m2.
T/) (R1 The fresh water circulated by the fresh water circulation pump 15 with a head of 1 kg/c77 fG is desalted in the dilution chamber of the electrodialysis tank 14 and discharged as 413 ppm.
このうち5゜T/HRを循環ループより取り出している
ので、これが本装置の処理能力である。Of this amount, 5°T/HR is taken out from the circulation loop, so this is the processing capacity of this device.
循環エゼクター13により電気透析槽14の濃縮室に供
給された濃縮ブラインは希釈室より透析された塩分をと
り込み58050 ppm となって全部が濃縮ブラ
イン放流槽10に入り、その上部はオーバーフローして
濃縮ブライン放流槽10より75T/HRの流量で排出
される。The concentrated brine supplied to the concentration chamber of the electrodialysis tank 14 by the circulation ejector 13 takes in the dialyzed salt from the dilution chamber, becomes 58,050 ppm, and all enters the concentrated brine discharge tank 10, and the upper part overflows and is concentrated. The brine is discharged from the brine discharge tank 10 at a flow rate of 75 T/HR.
すなわち、従来(第1図)の第1段逆浸透モジュール2
人および本発明(第2☆「図)の逆浸透モジュール12
において出口ブラインの濃度は同じであるが、逆浸透モ
ジュール12においてはこれが更に電気透析槽14にお
いて濃縮され、システムよりの排出ブラインは高濃度と
なり、被処理溶液の利用が向上していることが判る。In other words, the conventional first stage reverse osmosis module 2 (FIG. 1)
Reverse osmosis module 12 of people and the present invention (2nd ☆ “Figure)”
Although the concentration of the outlet brine is the same in the reverse osmosis module 12, it is further concentrated in the electrodialysis cell 14, resulting in a higher concentration of brine exiting the system, indicating improved utilization of the treated solution. .
下表にて従来例と本発明実施例の比較を示す。The table below shows a comparison between the conventional example and the embodiment of the present invention.
以上、実施例で述べた本発明によれば、従来の2段逆浸
透装置による場合に比べて装置コストや膜取替費用につ
いては大巾な差違がないものでありながら消費電力の節
限を実施できる。As described above, according to the present invention described in the embodiments, there is no significant difference in equipment cost or membrane replacement cost compared to the conventional two-stage reverse osmosis equipment, while reducing power consumption. Can be implemented.
第1図は従来例を示すフローシート、第2図は本発明の
一実施例を示すフローシートである。
10・・・・・・濃縮ブライン放流槽、11・・・・・
・高圧ポンプ、12・・・・・・逆浸透モジュール、1
3・・・・・・循環エゼクタ−14・・・・・・電気透
析槽、15・・・・・・淡水循環ポンプ、16・・・・
・・淡水循環槽。FIG. 1 is a flow sheet showing a conventional example, and FIG. 2 is a flow sheet showing an embodiment of the present invention. 10... Concentrated brine discharge tank, 11...
・High pressure pump, 12...Reverse osmosis module, 1
3...Circulation ejector-14...Electrodialysis tank, 15...Fresh water circulation pump, 16...
・Fresh water circulation tank.
Claims (1)
該逆浸透モジュールからの濃縮溶液をさらに濃縮する電
気透析槽と、該電気透析槽からの濃縮溶液を貯留すると
共にその一部を放流する濃縮液放流槽と、上記逆浸透モ
ジュールと電気透析槽との間の濃縮溶液移送経路途中に
設けられて上記濃縮液放流槽内の濃縮液を電気透析槽に
吸引循環させる循環エゼクタ−とから構成すると共に、
上記循環エゼクタ−の駆動力として逆浸透モジュールか
らの濃縮溶液の持つ圧力エネルギーを利用するようにし
たことを特徴とする造水装置。1 a reverse osmosis module that concentrates solutes in a solution;
an electrodialysis tank for further concentrating the concentrated solution from the reverse osmosis module; a concentrated solution discharge tank for storing the concentrated solution from the electrodialysis tank and discharging a part of it; and the reverse osmosis module and the electrodialysis tank. a circulation ejector that is provided in the middle of the concentrated solution transfer path between the two and is configured to suck and circulate the concentrated solution in the concentrated solution discharge tank to the electrodialysis tank;
A water production device characterized in that the pressure energy of the concentrated solution from the reverse osmosis module is used as the driving force for the circulation ejector.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP52055056A JPS5850763B2 (en) | 1977-05-12 | 1977-05-12 | water generator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP52055056A JPS5850763B2 (en) | 1977-05-12 | 1977-05-12 | water generator |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS53140286A JPS53140286A (en) | 1978-12-07 |
| JPS5850763B2 true JPS5850763B2 (en) | 1983-11-12 |
Family
ID=12988015
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP52055056A Expired JPS5850763B2 (en) | 1977-05-12 | 1977-05-12 | water generator |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5850763B2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5410284A (en) * | 1977-06-24 | 1979-01-25 | Hitachi Zosen Corp | Circulating method for solution in electrodialysis |
| JPS5814905A (en) * | 1981-07-17 | 1983-01-28 | Toray Ind Inc | Separation apparatus by reverse osmosis |
| JPS61139702U (en) * | 1985-02-19 | 1986-08-29 | ||
| JPS6291204A (en) * | 1985-10-16 | 1987-04-25 | Shokuhin Sangyo Maku Riyou Gijutsu Kenkyu Kumiai | Membrane separator |
-
1977
- 1977-05-12 JP JP52055056A patent/JPS5850763B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS53140286A (en) | 1978-12-07 |
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