Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP7102706B2 - Seawater desalination method and seawater desalination system - Google Patents
[go: Go Back, main page]

JP7102706B2 - Seawater desalination method and seawater desalination system - Google Patents

Seawater desalination method and seawater desalination system Download PDF

Info

Publication number
JP7102706B2
JP7102706B2 JP2017209524A JP2017209524A JP7102706B2 JP 7102706 B2 JP7102706 B2 JP 7102706B2 JP 2017209524 A JP2017209524 A JP 2017209524A JP 2017209524 A JP2017209524 A JP 2017209524A JP 7102706 B2 JP7102706 B2 JP 7102706B2
Authority
JP
Japan
Prior art keywords
seawater
salt water
membrane
water
reverse osmosis
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.)
Active
Application number
JP2017209524A
Other languages
Japanese (ja)
Other versions
JP2019081134A (en
Inventor
崇人 中尾
周美 韓
秀彦 櫻井
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.)
Toyobo Co Ltd
Original Assignee
Toyobo Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toyobo Co Ltd filed Critical Toyobo Co Ltd
Priority to JP2017209524A priority Critical patent/JP7102706B2/en
Priority to PCT/JP2018/039342 priority patent/WO2019087867A1/en
Publication of JP2019081134A publication Critical patent/JP2019081134A/en
Application granted granted Critical
Publication of JP7102706B2 publication Critical patent/JP7102706B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D61/00Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D61/00Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
    • B01D61/02Reverse osmosis; Hyperfiltration ; Nanofiltration
    • B01D61/04Feed pretreatment
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D61/00Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
    • B01D61/58Multistep processes
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/44Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
    • 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
    • Y02A20/131Reverse-osmosis

Landscapes

  • Engineering & Computer Science (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Organic Chemistry (AREA)
  • Nanotechnology (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Description

本発明は、海水淡水化方法および海水淡水化システムに関する。 The present invention relates to a seawater desalination method and a seawater desalination system.

正浸透(FO:forward osmosis)とは、正浸透膜を介して、低濃度(低浸透圧)の被処理水(フィード溶液)側の水が高濃度(高浸透圧)の溶液(ドロー溶液)に向かって移動する現象のことである。一方、水処理分野においては、逆浸透(RO:reverse osmosis)工程を用いる水処理方法が従来から知られている。逆浸透工程は、人為的に強い圧力を加えることにより、正浸透とは逆に、高濃度の被処理水から低濃度の溶液側に水を移動させる工程である。 Forward osmosis (FO: forward osmosis) is a solution (draw solution) in which water on the side of water to be treated (feed solution) with low concentration (low osmosis pressure) has a high concentration (high osmosis pressure) through a forward osmosis membrane. It is a phenomenon of moving toward. On the other hand, in the field of water treatment, a water treatment method using a reverse osmosis (RO) step has been conventionally known. The reverse osmosis step is a step of moving water from a high-concentration water to be treated to a low-concentration solution side by artificially applying a strong pressure, contrary to forward osmosis.

海水から淡水を生産する造水システム(海水淡水化システム)では、昇圧ポンプによって所定の圧力に昇圧された海水をRO膜モジュールに供給し、RO膜を透過させることで、海水中の塩分等を除去して淡水(生産水)を取り出す逆浸透工程が実施される。このとき、RO膜を透過しなかった残りの塩水は、濃縮塩水(ブライン)としてRO膜モジュールから排出される(特許文献1:特開2004-97911号公報)。 In a desalination system (seawater desalination system) that produces freshwater from seawater, seawater that has been boosted to a predetermined pressure by a booster pump is supplied to the RO membrane module and permeated through the RO membrane to remove salt in the seawater. A reverse osmosis step is performed to remove and take out fresh water (produced water). At this time, the remaining salt water that did not permeate the RO membrane is discharged from the RO membrane module as concentrated salt water (brine) (Patent Document 1: Japanese Patent Application Laid-Open No. 2004-97911).

特開2004-97911号公報Japanese Unexamined Patent Publication No. 2004-97911

しかし、海水の塩濃度は約3.5w/v%であり、その浸透圧は2.5~3MPaと非常に高い。このため、海水淡水化装置における逆浸透工程は、海水の浸透圧以上の強い圧力(好ましくは6~8MPa)が必要であり、エネルギー消費量が極めて多いため、エネルギー効率が低い。 However, the salt concentration of seawater is about 3.5 w / v%, and its osmotic pressure is as high as 2.5 to 3 MPa. Therefore, the reverse osmosis step in the seawater desalination apparatus requires a strong pressure (preferably 6 to 8 MPa) higher than the osmotic pressure of seawater, and the energy consumption is extremely large, so that the energy efficiency is low.

そこで、本発明は、逆浸透工程のエネルギー消費量を低減することのできる海水淡水化方法を提供することを目的とする。 Therefore, an object of the present invention is to provide a seawater desalination method capable of reducing the energy consumption of the reverse osmosis step.

[1] 海水から淡水を得る海水淡水化方法であって、
海水タンクから供給される海水を、半透膜を介して低浸透圧水と接触させて、前記海水が希釈された希釈塩水を得る、正浸透工程と、
前記正浸透工程で得られた前記希釈塩水から、逆浸透膜を用いて、前記逆浸透膜を透過した生産水と、濃縮された前記希釈塩水である濃縮塩水とを得る、逆浸透工程と、
を含む、海水淡水化方法。
[1] A seawater desalination method for obtaining fresh water from seawater.
A forward osmosis step in which seawater supplied from a seawater tank is brought into contact with low osmotic water via a semipermeable membrane to obtain diluted salt water in which the seawater is diluted.
A reverse osmosis step in which a reverse osmosis membrane is used to obtain a production water that has permeated the reverse osmosis membrane and a concentrated salt water that is the concentrated diluted salt water from the diluted salt water obtained in the forward osmosis step.
Seawater desalination methods, including.

[2] 前記低浸透圧水は、排水である、[1]に記載の海水淡水化方法。
[3] 前記逆浸透工程で得られた前記濃縮塩水を前記海水タンクに戻して、前記正浸透工程に再利用する、[1]または[2]に記載の海水淡水化方法。
[2] The seawater desalination method according to [1], wherein the low osmotic water is wastewater.
[3] The seawater desalination method according to [1] or [2], wherein the concentrated salt water obtained in the reverse osmosis step is returned to the seawater tank and reused in the forward osmosis step.

[4] 前記海水は、前処理された海水である、[1]~[3]のいずれかに記載の海水淡水化方法。 [4] The seawater desalination method according to any one of [1] to [3], wherein the seawater is pretreated seawater.

[5] 前記濃縮塩水の塩濃度が2w/v%以上である、[1]~[4]のいずれかに記載の海水淡水化方法。 [5] The seawater desalination method according to any one of [1] to [4], wherein the salt concentration of the concentrated salt water is 2 w / v% or more.

[6] [1]~[5]のいずれかに記載の海水淡水化方法に用いられる海水淡水化システムであって、
半透膜を有し、海水タンクから供給される海水を、前記半透膜を介して低浸透圧水と接触させて、前記海水が希釈された希釈塩水を排出する、正浸透処理装置と、
逆浸透膜を有し、前記正浸透処理装置から排出された前記希釈塩水から、前記逆浸透膜を透過した生産水と、濃縮された前記希釈塩水である濃縮塩水とを排出する、逆浸透処理装置と、
を備える、海水淡水化システム。
[6] A seawater desalination system used in the seawater desalination method according to any one of [1] to [5].
A forward osmosis treatment device having a semipermeable membrane, in which seawater supplied from a seawater tank is brought into contact with low osmotic water via the semipermeable membrane, and diluted salt water in which the seawater is diluted is discharged.
A reverse osmosis treatment in which the production water that has a reverse osmosis membrane and has permeated the reverse osmosis membrane and the concentrated salt water that is the concentrated diluted salt water is discharged from the diluted salt water discharged from the forward osmosis treatment apparatus. Equipment and
A seawater desalination system equipped with.

本発明によれば、海水淡水化方法における、逆浸透工程のエネルギー消費量を低減することができる。 According to the present invention, it is possible to reduce the energy consumption of the reverse osmosis step in the seawater desalination method.

実施形態に係る海水淡水化方法(海水淡水化システム)の構成を示す模式図である。It is a schematic diagram which shows the structure of the seawater desalination method (seawater desalination system) which concerns on embodiment.

以下、本発明の実施形態の海水淡水化方法および海水淡水化システムについて、図1を参照して説明する。なお、図面において、同一の参照符号は、同一部分または相当部分を示す。 Hereinafter, the seawater desalination method and the seawater desalination system according to the embodiment of the present invention will be described with reference to FIG. In the drawings, the same reference numerals indicate the same parts or corresponding parts.

(正浸透工程)
本工程では、図1を参照して、海水タンク6から供給される海水を、半透膜1aを介して低浸透圧水と接触させて、海水が希釈された希釈塩水を得る。
(Forward penetration process)
In this step, referring to FIG. 1, the seawater supplied from the seawater tank 6 is brought into contact with the low osmotic water via the semipermeable membrane 1a to obtain diluted salt water in which the seawater is diluted.

本発明の正浸透工程に用いられる正浸透処理装置は、半透膜1aを有し、海水タンク6から供給される海水を、正浸透膜1aを介して低浸透圧水と接触させて、海水が希釈された希釈塩水を排出する。 The forward osmosis treatment apparatus used in the forward osmosis step of the present invention has a semipermeable membrane 1a, and the seawater supplied from the seawater tank 6 is brought into contact with the low osmosis pressure water via the forward osmosis membrane 1a to bring the seawater into contact with the low osmosis pressure water. Drain the diluted salt water diluted with.

具体的には、正浸透処理装置は、正浸透(FO)膜モジュール1を備える。FO膜モジュール1は、正浸透処理に用いられる半透膜であるFO膜1a、ならびに、フィード溶液(FS)が供給される第1室11、および、ドロー溶液(DS)が供給される第2室12を有し、第1室21と第2室12とはFO膜1aで仕切られている。また、正浸透処理装置は、FO膜モジュール1の第1室11にFSを供給するポンプ31と、海水タンク6から、FO膜モジュール1の第2室12にDSを供給するポンプ32と、を備える。 Specifically, the forward osmosis processing apparatus includes a forward osmosis (FO) membrane module 1. The FO membrane module 1 includes an FO membrane 1a, which is a semipermeable membrane used for the forward osmosis treatment, a first chamber 11 to which a feed solution (FS) is supplied, and a second chamber 11 to which a draw solution (DS) is supplied. It has a chamber 12, and the first chamber 21 and the second chamber 12 are separated by an FO film 1a. Further, the forward osmosis treatment apparatus includes a pump 31 that supplies FS to the first chamber 11 of the FO membrane module 1 and a pump 32 that supplies DS from the seawater tank 6 to the second chamber 12 of the FO membrane module 1. Be prepared.

本実施形態において、DSは海水である。FSは、DSよりも低い浸透圧を有する液体(低浸透圧水)であれば特に限定されないが、例えば、淡水(例えば、河川水、排水(工業排水、下水処理水など))、海水よりも塩濃度の低い塩水(例えば、かん水、汽水)などが用いられる。低浸透圧水は、好ましくは排水である。低浸透圧水として排水を用いた場合、産業廃棄物として廃棄する排水の量を減らすことができる。 In this embodiment, DS is seawater. The FS is not particularly limited as long as it is a liquid having an osmotic pressure lower than that of the DS (low osmotic water), but is more than, for example, fresh water (for example, river water, wastewater (industrial wastewater, treated sewage water, etc.)) and seawater. Salt water with a low salt concentration (for example, brackish water, brackish water) or the like is used. Low osmotic water is preferably drainage. When wastewater is used as low osmotic water, the amount of wastewater discarded as industrial waste can be reduced.

正浸透工程では、ポンプ31を介して低浸透圧水をFO膜モジュール1の第1室11に供給し、低浸透圧水を半透膜1aの一方の面に接触させるとともに、ポンプ32を介して海水タンク6からくみ上げられた海水をFO膜モジュール1の第2室12に供給し、半透膜1aの反対側の面に接触させる。 In the forward osmosis step, low osmotic water is supplied to the first chamber 11 of the FO membrane module 1 via the pump 31, and the low osmotic water is brought into contact with one surface of the semipermeable membrane 1a and via the pump 32. The seawater pumped up from the seawater tank 6 is supplied to the second chamber 12 of the FO membrane module 1 and brought into contact with the opposite surface of the semipermeable membrane 1a.

半透膜を介して接触した海水と低浸透圧水の間には浸透圧差が生じているため、正浸透現象により、低浸透圧水に含まれる水が半透膜1aを透過し、海水中に移動する。希釈されて塩濃度が低下した海水(希釈塩水)は、FO膜モジュール1から排出され、昇圧ポンプ33を介してRO膜モジュール2に供給される。 Since there is an osmotic pressure difference between the seawater that comes into contact with the semipermeable membrane and the low osmotic water, the water contained in the low osmotic water permeates the semipermeable membrane 1a due to the forward osmosis phenomenon, and the seawater. Move to. The diluted seawater (diluted salt water) having a reduced salt concentration is discharged from the FO membrane module 1 and supplied to the RO membrane module 2 via the booster pump 33.

(逆浸透工程)
本工程では、図1を参照して、正浸透工程で得られた希釈塩水から、逆浸透膜2aを用いて、逆浸透膜2aを透過した生産水と、濃縮された希釈塩水である濃縮塩水とを得る。
(Reverse osmosis process)
In this step, referring to FIG. 1, from the diluted salt water obtained in the forward osmosis step, the production water permeated through the reverse osmosis membrane 2a using the reverse osmosis membrane 2a, and the concentrated salt water which is the concentrated diluted salt water. And get.

本発明の逆浸透工程に用いられる逆浸透処理装置は、逆浸透膜2aを有し、正浸透処理装置から排出された希釈塩水から、逆浸透膜を透過した生産水と、濃縮された希釈塩水である濃縮塩水を排出する。 The reverse osmosis treatment apparatus used in the reverse osmosis step of the present invention has a reverse osmosis membrane 2a, and from the diluted salt water discharged from the forward osmosis treatment apparatus, the production water that has permeated the reverse osmosis membrane and the concentrated diluted salt water. Concentrated salt water is discharged.

具体的には、逆浸透処理装置は、逆浸透(RO)膜2aを有する、逆浸透(RO)膜モジュール2、および、RO膜モジュール2に希釈された海水(希釈塩水)を供給する昇圧ポンプ33を備える。 Specifically, the reverse osmosis treatment apparatus is a reverse osmosis (RO) membrane module 2 having a reverse osmosis (RO) membrane 2a, and a booster pump that supplies diluted seawater (diluted salt water) to the RO membrane module 2. 33 is provided.

本発明において、FO膜1aおよびRO膜2aの形状としては、特に限定されないが、例えば、平膜、スパイラル膜または中空糸膜が挙げられる。なお、図1では、FO膜およびRO膜として平膜を簡略化して描いているが、特にこのような形状に限定されるものではない。なお、中空糸膜(中空糸型半透膜)は、スパイラル型半透膜などに比べて、モジュール当たりの膜面積を大きくすることができ、逆浸透および正浸透の効率を高めることができる点で有利である。 In the present invention, the shapes of the FO membrane 1a and the RO membrane 2a are not particularly limited, and examples thereof include a flat membrane, a spiral membrane, and a hollow fiber membrane. In FIG. 1, the flat membrane is simplified and drawn as the FO membrane and the RO membrane, but the shape is not particularly limited to such a shape. The hollow fiber membrane (hollow fiber type semipermeable membrane) can increase the membrane area per module as compared with the spiral type semipermeable membrane, and can improve the efficiency of reverse osmosis and forward osmosis. Is advantageous.

FO膜およびRO膜の材質としては、特に限定されないが、例えば、酢酸セルロース、ポリアミドまたはスルホン化ポリスルホンが挙げられる。FO膜1aおよびRO膜2aの素材は、同一であっても異なっていてもよい。酢酸セルロースは耐塩素性に優れるため、酢酸セルロースを用いた場合、各モジュールへの供給水に殺菌剤として塩素系殺菌剤を添加することができる。 The material of the FO membrane and the RO membrane is not particularly limited, and examples thereof include cellulose acetate, polyamide, and sulfonated polysulfone. The materials of the FO film 1a and the RO film 2a may be the same or different. Since cellulose acetate has excellent chlorine resistance, when cellulose acetate is used, a chlorine-based disinfectant can be added as a disinfectant to the water supplied to each module.

また、FO膜モジュール1およびRO膜モジュール2の形態としては、特に限定されないが、中空糸膜を用いる場合は、中空糸膜をストレート配置したモジュールや、中空糸膜を芯管に巻きつけたクロスワインド型モジュールなどが挙げられる。平膜を用いる場合は、平膜を積み重ねた積層型モジュールや、平膜を封筒状として芯管に巻きつけたスパイラル型モジュールなどが挙げられる。 The form of the FO membrane module 1 and the RO membrane module 2 is not particularly limited, but when a hollow fiber membrane is used, a module in which the hollow fiber membrane is arranged straight or a cloth in which the hollow fiber membrane is wound around a core tube is used. Wind type modules and the like can be mentioned. When a flat film is used, examples thereof include a laminated module in which flat films are stacked, and a spiral module in which the flat film is wound around a core tube in an envelope shape.

逆浸透工程では、FO膜モジュール1から排出された希釈塩水は、昇圧ポンプ33によって、希釈塩水が有する浸透圧より高い圧力に昇圧されて、RO膜モジュール2に供給される。RO膜モジュール2に供給された希釈塩水は、RO膜2aを透過することで希釈海水から塩分、不純物等が除去された淡水を得ることができる。RO膜2aを透過しなかった残りの希釈塩水は濃縮され、濃縮塩水としてRO膜モジュール2から排出される。得られた淡水は、必要により次の精製工程等に送られて生産水となる。 In the reverse osmosis step, the diluted salt water discharged from the FO membrane module 1 is boosted to a pressure higher than the osmotic pressure of the diluted salt water by the booster pump 33 and supplied to the RO membrane module 2. The diluted salt water supplied to the RO membrane module 2 permeates the RO membrane 2a to obtain fresh water from which salts, impurities and the like have been removed from the diluted seawater. The remaining diluted salt water that has not permeated the RO membrane 2a is concentrated and discharged from the RO membrane module 2 as concentrated salt water. The obtained fresh water is sent to the next refining process or the like as necessary to become production water.

希釈塩水は海水と比較して、塩濃度が低下し、浸透圧が低くなっている。このため、逆浸透工程において、昇圧ポンプ33で消費するエネルギー量を抑制することができる。希釈塩水の塩濃度は特に限定されないが、例えば、0.5w/v%~2.0w/v%である。希釈塩水の濃度を上記範囲に調整する方法(手段)としては、FO膜モジュール1の第2室12から排出された希釈塩水がRO膜モジュール2に供給されるまでの流路(経路)に希釈塩水の濃度、浸透圧または流量を計測するための測定装置を設置し、測定装置によって計測された値に基づいてポンプ31、32の出力(圧力)を制御する方法や、必要に応じてFO膜モジュール1の第2室12から排出された希釈塩水がRO膜モジュール2に供給されるまでの流路(経路)に設置された流量調整バルブ(図示せず)の開度を調節する方法などが挙げられる。なお、例えば、ポンプ32の出力を下げることで、希釈塩水の塩濃度を下げることができる。また、例えば、ポンプ31の出力を上げることで、希釈塩水の塩濃度を下げることができる。 Diluted salt water has a lower salt concentration and lower osmotic pressure than seawater. Therefore, in the reverse osmosis step, the amount of energy consumed by the booster pump 33 can be suppressed. The salt concentration of the diluted salt water is not particularly limited, but is, for example, 0.5 w / v% to 2.0 w / v%. As a method (means) for adjusting the concentration of the diluted salt water to the above range, the diluted salt water discharged from the second chamber 12 of the FO membrane module 1 is diluted in the flow path (path) until it is supplied to the RO membrane module 2. A method of installing a measuring device for measuring the concentration, osmotic pressure or flow rate of salt water and controlling the output (pressure) of the pumps 31 and 32 based on the value measured by the measuring device, and if necessary, the FO membrane. A method of adjusting the opening degree of a flow rate adjusting valve (not shown) installed in a flow path (path) until the diluted salt water discharged from the second chamber 12 of the module 1 is supplied to the RO membrane module 2 is used. Can be mentioned. In addition, for example, by lowering the output of the pump 32, the salt concentration of the diluted salt water can be lowered. Further, for example, by increasing the output of the pump 31, the salt concentration of the diluted salt water can be reduced.

なお、本発明は、逆浸透処理(装置)を用いた既存の海水淡水化システムに対して適用する場合に特に有用性が高い。 The present invention is particularly useful when applied to an existing seawater desalination system using a reverse osmosis treatment (apparatus).

本発明において、逆浸透工程で濃縮された濃縮塩水を海水タンク6に戻して、正浸透工程に再利用することが好ましい。 In the present invention, it is preferable that the concentrated salt water concentrated in the reverse osmosis step is returned to the seawater tank 6 and reused in the forward osmosis step.

具体的には、図1において、RO膜モジュール2から排出された濃縮塩水は循環経路4を通り、海水タンク6に供給される。海水タンク6に供給された濃縮塩水は、ポンプ32を介してFO膜モジュール1の第2室12に供給され、DSとして再び用いられる。 Specifically, in FIG. 1, the concentrated salt water discharged from the RO membrane module 2 passes through the circulation path 4 and is supplied to the seawater tank 6. The concentrated salt water supplied to the seawater tank 6 is supplied to the second chamber 12 of the FO membrane module 1 via the pump 32, and is used again as the DS.

また、海水は、海水前処理装置5により、前処理された海水であることが好ましい。海水の前処理を行わない場合、懸濁性の濁質、溶解性の有機物、膜表面上に付着する微生物などが発生し、膜汚染が引き起こされる。海水の前処理方法としては、図示しないポンプで取水した海水を砂濾過、凝集濾過、加圧浮上分離、UF膜(Ultrafiltration:限外濾過)、MF膜(Microfiltration:精密濾過)、カートリッジフィルターなどによって処理する方法があり、これにより汚染源を除去し、FO膜モジュール1に適合する水質の海水を得ることができる。 Further, the seawater is preferably seawater that has been pretreated by the seawater pretreatment device 5. If seawater is not pretreated, suspended turbid substances, soluble organic substances, microorganisms adhering to the membrane surface, etc. are generated, causing membrane contamination. Seawater pretreatment methods include sand filtration, coagulation filtration, pressurized levitation separation, UF membrane (Ultrafiltration), MF membrane (Microfiltration), cartridge filter, etc., for seawater taken with a pump (not shown). There is a method of treatment, which can remove the pollution source and obtain seawater having a water quality suitable for the FO membrane module 1.

これらの前処理には、大型の設備が必要となる。また、取り込まれた海水の水質状況に応じて十分な処理を行うためには、熟練技術者によるきめ細かい運転管理も必要である。濃縮塩水を循環させて再利用する場合は、海水の前処理量を少なくすることができ、前処理設備を小型化することができる。従来では、例えば、3万トン/日の海水の前処理が必要であった場合に、濃縮塩水を循環させることで、その処理量を例えば、500トン/日にまで削減することができる。 Large equipment is required for these pretreatments. In addition, detailed operation management by skilled technicians is also required in order to perform sufficient treatment according to the water quality of the seawater taken in. When the concentrated salt water is circulated and reused, the amount of pretreatment of seawater can be reduced and the pretreatment equipment can be miniaturized. Conventionally, for example, when pretreatment of seawater of 30,000 tons / day is required, the treatment amount can be reduced to, for example, 500 tons / day by circulating concentrated salt water.

なお、海水淡水化システムの運転を開始する際、すべてのトレイン(複数のRO膜モジュールを含む、独立に運転・停止を切り替えられる最少単位)を同時に立ち上げるのに必要な海水を一時に前処理する必要はない。海水前処理装置5を用いて、1トレインずつ立ち上げればよく、この場合はさらに前処理装置を小型化することができる。海水の代わりに、前処理が必要でないNaCl水溶液を用いることで部分的に前処理を省略することもできる。 When starting the operation of the seawater desalination system, the seawater required to start all trains (the minimum unit that can be independently switched between operation and stop, including multiple RO membrane modules) is pretreated at one time. do not have to. The seawater pretreatment device 5 may be used to start up one train at a time, and in this case, the pretreatment device can be further miniaturized. Pretreatment can be partially omitted by using an aqueous NaCl solution that does not require pretreatment instead of seawater.

濃縮塩水を循環させて再利用する場合、濃縮塩水の塩濃度は、好ましくは、2w/v%以上であり、より好ましくは、2w/v%以上7w/v%以下であり、さらに好ましくは3w/v%以上4w/v%以下である。塩濃度がこの範囲にある場合に、海水タンク6に戻された後の正浸透処理工程において、低浸透圧水との浸透圧差が十分にあるため、正浸透現象が起こりやすい。また、塩濃度がこの範囲より高い場合は、浸透圧が上昇して、昇圧ポンプ33でのエネルギー消費が大きくなるため、好ましくない。 When the concentrated salt water is circulated and reused, the salt concentration of the concentrated salt water is preferably 2 w / v% or more, more preferably 2 w / v% or more and 7 w / v% or less, and further preferably 3 w. It is / v% or more and 4w / v% or less. When the salt concentration is in this range, the forward osmosis phenomenon is likely to occur because the osmotic pressure difference from the low osmotic water is sufficient in the forward osmosis treatment step after returning to the seawater tank 6. Further, when the salt concentration is higher than this range, the osmotic pressure rises and the energy consumption in the booster pump 33 increases, which is not preferable.

濃縮塩水の塩濃度を上記範囲に調整する方法(手段)としては、RO膜モジュール2より濃縮塩水が排出される経路(流路)または循環経路4に、濃縮塩水の濃度(浸透圧)を測定するための測定装置を設置し、測定装置によって計測された値に基づいて昇圧ポンプ33の出力を調整する方法や、必要に応じてRO膜モジュール2より濃縮塩水が排出される流路または循環経路4に設置された流調整バルブ(図示せず)の開度を調節する方法などが挙げられる。なお、例えば、昇圧ポンプ33の出力を上げることで、濃縮塩水の塩濃度を上げることができる。 As a method (means) for adjusting the salt concentration of the concentrated salt water within the above range, the concentration (osmotic pressure) of the concentrated salt water is measured in the path (flow path) or the circulation path 4 in which the concentrated salt water is discharged from the RO membrane module 2. A method of adjusting the output of the booster pump 33 based on the value measured by the measuring device, and a flow path or circulation path in which concentrated salt water is discharged from the RO membrane module 2 as needed. A method of adjusting the opening degree of the flow rate adjusting valve (not shown) installed in No. 4 can be mentioned. For example, by increasing the output of the booster pump 33, the salt concentration of the concentrated salt water can be increased.

なお、FO膜モジュール1の第2室12から排出された希釈塩水がRO膜モジュール2に供給される流路(経路)に、希釈塩水の濃度、浸透圧または流量を計測するための測定装置を設置し、測定装置によって計測された値に基づいて、ポンプ31、32、昇圧ポンプ33の出力(圧力)(必要に応じて各流路に設けられた流量調整バルブの開度も)を一体的に制御する方法を用いることもできる。 A measuring device for measuring the concentration, osmotic pressure, or flow rate of the diluted salt water is installed in the flow path (path) through which the diluted salt water discharged from the second chamber 12 of the FO membrane module 1 is supplied to the RO membrane module 2. Based on the values installed and measured by the measuring device, the outputs (pressure) of the pumps 31, 32 and 33 of the booster pump (and the opening of the flow rate adjustment valve provided in each flow path if necessary) are integrated. It is also possible to use a method of controlling to.

ただし、塩はFO膜1aおよびRO膜2aを微かに通過するため、循環する海水中の塩分は少しずつ減少する。このときは、新たに海洋から海水をくみ取り、海水前処理装置5によって前処理した後、海水タンク6に補充すればよい。 However, since the salt slightly passes through the FO membrane 1a and the RO membrane 2a, the salt content in the circulating seawater gradually decreases. At this time, seawater may be newly drawn from the ocean, pretreated by the seawater pretreatment device 5, and then replenished in the seawater tank 6.

また、海水には必要により、スケール防止剤、塩素系殺菌剤、pH調整剤などの添加剤を投入することもできる。 Further, if necessary, additives such as a scale inhibitor, a chlorine-based bactericide, and a pH adjuster can be added to seawater.

スケール防止剤としては、特に限定されないが、例えば、カルシウム系スケールを防止するための、ヘキサメタリン酸ソーダ、トリポリリン酸ソーダ等の無機ポリリン酸類、アミノメチルホスホン酸、ホスホノブタントリカルボン酸等のホスホン酸類などのリンを含むスケール防止剤や、マレイン酸とイソブチレンのコポリマー、マレイン酸と酢酸ビニルエチルとエチルアクリレートのターポリマー、AA(アクリル酸)-AMPS(2-アクリルアミド-2-メチルプロピルスルホン酸)コポリマーとPMA(ポリマレイン酸)との併用剤などのリンを含まないスケール防止剤等が挙げられる。これらのスケール防止剤の添加により、膜のスケール障害を抑制することができる。 The scale inhibitor is not particularly limited, but for example, inorganic polyphosphates such as sodium hexametaphosphate and sodium tripolyphosphate, and phosphonic acids such as aminomethylphosphonic acid and phosphonobutane tricarboxylic acid for preventing calcium-based scale. Antiscale agents containing phosphorus, copolymers of maleic acid and isobutylene, tarpolymers of maleic acid, vinyl acetate and ethyl acrylate, AA (acrylic acid) -AMPS (2-acrylamide-2-methylpropylsulfonic acid) copolymer and PMA ( Examples include phosphorus-free antiscale agents such as concomitant agents with polymaleic acid). By adding these anti-scale agents, scale damage of the film can be suppressed.

塩素系殺菌剤としては、特に限定されないが、例えば、塩素ガス、次亜塩素酸ナトリウム、次亜塩素酸カルシウムなどの遊離塩素、モノクロラミンなどの結合塩素、または、二酸化塩素が挙げられる。これらの塩素系殺菌剤の添加により、バイオファウリングの原因となる微生物の増殖を抑制し、膜性能の劣化を生じにくくすることができる。 The chlorine-based disinfectant is not particularly limited, and examples thereof include chlorine gas, free chlorine such as sodium hypochlorite and calcium hypochlorite, combined chlorine such as monochloramine, and chlorine dioxide. By adding these chlorine-based fungicides, it is possible to suppress the growth of microorganisms that cause biofouling and prevent deterioration of membrane performance.

これらの添加剤はFO膜やRO膜を透過し難いため、RO膜モジュール2から排出された濃縮塩水を循環させて再利用する場合、添加剤の再添加が必要ないか、あるいは、新しい海水を処理する場合に比べて添加剤の添加量を少なくすることができる。 Since these additives are difficult to permeate through the FO membrane and RO membrane, when the concentrated salt water discharged from the RO membrane module 2 is circulated and reused, it is not necessary to re-add the additives or new seawater is used. The amount of the additive added can be reduced as compared with the case of treatment.

今回開示された実施形態はすべての点で例示であって制限的なものではないと考えられるべきである。本発明の範囲は上記した説明ではなくて特許請求の範囲によって示され、特許請求の範囲と均等の意味および範囲内でのすべての変更が含まれることが意図される。 The embodiments disclosed this time should be considered to be exemplary in all respects and not restrictive. The scope of the present invention is shown by the scope of claims rather than the above description, and it is intended to include all modifications within the meaning and scope equivalent to the scope of claims.

1 正浸透膜モジュール(FO膜モジュール)、1a 半透膜(FO膜)、11 第1室、12 第2室、2 逆浸透膜モジュール(RO膜モジュール)、2a 逆浸透膜(RO膜)、31,32 ポンプ、33 昇圧ポンプ、4 循環経路、5 海水前処理装置、6 海水タンク。 1 Normal osmosis membrane module (FO membrane module), 1a Semi-permeable membrane (FO membrane), 11 1st chamber, 12 2nd chamber, 2 Reverse osmosis membrane module (RO membrane module), 2a Reverse osmosis membrane (RO membrane), 31, 32 pumps, 33 boost pumps, 4 circulation paths, 5 seawater pretreatment equipment, 6 seawater tanks.

Claims (5)

海水から淡水を得る海水淡水化方法であって、
海水タンクから供給される海水を、半透膜を介して低浸透圧水と接触させて、前記海水が希釈された希釈塩水を得る、正浸透工程と、
前記正浸透工程で得られた前記希釈塩水から、逆浸透膜を用いて、前記逆浸透膜を透過した生産水と、濃縮された前記希釈塩水である濃縮塩水とを得る、逆浸透工程と、
を含み、
前記半透膜および前記逆浸透膜の形状は、中空糸膜であり、
前記逆浸透工程で得られた前記濃縮塩水を前記海水タンクに戻して、前記正浸透工程に再利用し、
前記正浸透工程において、前記低浸透圧水は第1ポンプを介して、前記海水は第2ポンプを介して、それぞれ供給され、
前記逆浸透工程において、前記希釈塩水は、昇圧ポンプを介して供給され、
前記希釈塩水の濃度、浸透圧または流量を測定するための測定装置によって計測された値に基づいて、前記第1ポンプ、前記第2ポンプおよび前記昇圧ポンプの出力を一体的に制御し、
前記海水には、スケール防止剤、塩素系殺菌剤およびpH調整剤からなる群より選ばれる少なくともひとつを投入する、海水淡水化方法。
A method of desalination of seawater that obtains freshwater from seawater.
A forward osmosis step in which seawater supplied from a seawater tank is brought into contact with low osmotic water via a semipermeable membrane to obtain diluted salt water in which the seawater is diluted.
A reverse osmosis step in which a reverse osmosis membrane is used to obtain a production water that has permeated the reverse osmosis membrane and a concentrated salt water that is the concentrated diluted salt water from the diluted salt water obtained in the forward osmosis step.
Including
The shapes of the semipermeable membrane and the reverse osmosis membrane are hollow fiber membranes.
The concentrated salt water obtained in the reverse osmosis step is returned to the seawater tank and reused in the forward osmosis step.
In the forward osmosis step, the low osmotic water is supplied via the first pump, and the seawater is supplied via the second pump.
In the reverse osmosis step, the diluted salt water is supplied via a pressure pump.
The outputs of the first pump, the second pump, and the booster pump are integrally controlled based on the values measured by the measuring device for measuring the concentration, osmotic pressure, or flow rate of the diluted salt water.
A seawater desalination method in which at least one selected from the group consisting of a scale inhibitor, a chlorine-based bactericide and a pH adjuster is added to the seawater.
前記低浸透圧水は、排水である、請求項1に記載の海水淡水化方法。 The seawater desalination method according to claim 1, wherein the low osmotic water is wastewater. 前記海水は、前処理された海水である、請求項1または2に記載の海水淡水化方法。 The method for desalination of seawater according to claim 1 or 2, wherein the seawater is pretreated seawater. 前記濃縮塩水の塩濃度が2w/v%以上である、請求項1~3のいずれか1項に記載の海水淡水化方法。 The seawater desalination method according to any one of claims 1 to 3, wherein the salt concentration of the concentrated salt water is 2 w / v% or more. 請求項1~4のいずれか1項に記載の海水淡水化方法に用いられる海水淡水化システムであって、
半透膜を有し、海水タンクから供給される海水を、前記半透膜を介して低浸透圧水と接触させて、前記海水が希釈された希釈塩水を排出する、正浸透処理装置と、
逆浸透膜を有し、前記正浸透処理装置から排出された前記希釈塩水から、前記逆浸透膜を透過した生産水と、濃縮された前記希釈塩水である濃縮塩水とを排出する、逆浸透処理装置と、
を備える、海水淡水化システム。
A seawater desalination system used in the seawater desalination method according to any one of claims 1 to 4.
A forward osmosis treatment device having a semipermeable membrane, in which seawater supplied from a seawater tank is brought into contact with low osmotic water via the semipermeable membrane, and diluted salt water in which the seawater is diluted is discharged.
A reverse osmosis treatment in which the production water that has a reverse osmosis membrane and has permeated the reverse osmosis membrane and the concentrated salt water that is the concentrated diluted salt water is discharged from the diluted salt water discharged from the forward osmosis treatment apparatus. Equipment and
A seawater desalination system equipped with.
JP2017209524A 2017-10-30 2017-10-30 Seawater desalination method and seawater desalination system Active JP7102706B2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP2017209524A JP7102706B2 (en) 2017-10-30 2017-10-30 Seawater desalination method and seawater desalination system
PCT/JP2018/039342 WO2019087867A1 (en) 2017-10-30 2018-10-23 Seawater desalination method and seawater desalination system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017209524A JP7102706B2 (en) 2017-10-30 2017-10-30 Seawater desalination method and seawater desalination system

Publications (2)

Publication Number Publication Date
JP2019081134A JP2019081134A (en) 2019-05-30
JP7102706B2 true JP7102706B2 (en) 2022-07-20

Family

ID=66331907

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017209524A Active JP7102706B2 (en) 2017-10-30 2017-10-30 Seawater desalination method and seawater desalination system

Country Status (2)

Country Link
JP (1) JP7102706B2 (en)
WO (1) WO2019087867A1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112209547A (en) * 2019-07-10 2021-01-12 苏州诺津环保科技有限公司 Concentration and reduction method for high-salinity high-organic matter aqueous solution
JP2021065845A (en) * 2019-10-24 2021-04-30 栗田工業株式会社 Wastewater recovery system
CN112551818B (en) * 2020-12-17 2022-07-19 广州中国科学院先进技术研究所 High-salinity organic wastewater treatment system and treatment method
CN112919668B (en) * 2020-12-31 2022-08-26 山东大学 Reverse osmosis-fertilizer driven forward osmosis seawater desalination method
CN113003813A (en) * 2021-03-10 2021-06-22 辽宁莱特莱德环境工程有限公司 Seawater desalination treatment device and method
JP7621906B2 (en) * 2021-07-26 2025-01-27 株式会社クラレ Water purification system and method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060144789A1 (en) 2004-12-06 2006-07-06 Cath Tzahi Y Systems and methods for purification of liquids
JP2007152265A (en) 2005-12-07 2007-06-21 Toray Ind Inc Method for operating freshwater production apparatus and freshwater production apparatus
JP4518435B1 (en) 2009-02-13 2010-08-04 株式会社神鋼環境ソリューション Seawater desalination method and seawater desalination apparatus
JP2010188344A (en) 2010-04-05 2010-09-02 Kobelco Eco-Solutions Co Ltd Method and apparatus of desalinating seawater
JP2013202456A (en) 2012-03-27 2013-10-07 Kobelco Eco-Solutions Co Ltd Producing method of fresh water and producing device of fresh water
JP2015150553A (en) 2014-02-19 2015-08-24 株式会社ササクラ Fresh water generation device and fresh water generation method

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101319411B1 (en) * 2012-03-12 2013-10-22 지에스건설 주식회사 Forward Osmosis/Reverse Osmosis Hybrid seawater Desalination apparatus and method
KR20140073312A (en) * 2012-12-06 2014-06-16 한국건설기술연구원 Apparatus for producing fresh water and electric power through forward osmosis, reverse osmosis and pressure retarded osmosis using treated sewage and seawater, and method for the same
KR20170069614A (en) * 2015-12-11 2017-06-21 효림산업주식회사 Saltwater desalination system
KR101778022B1 (en) * 2016-02-26 2017-09-26 주식회사 포스코 Closed type desalination system using forward osmosis and reverse osmosis

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060144789A1 (en) 2004-12-06 2006-07-06 Cath Tzahi Y Systems and methods for purification of liquids
JP2007152265A (en) 2005-12-07 2007-06-21 Toray Ind Inc Method for operating freshwater production apparatus and freshwater production apparatus
JP4518435B1 (en) 2009-02-13 2010-08-04 株式会社神鋼環境ソリューション Seawater desalination method and seawater desalination apparatus
JP2010188344A (en) 2010-04-05 2010-09-02 Kobelco Eco-Solutions Co Ltd Method and apparatus of desalinating seawater
JP2013202456A (en) 2012-03-27 2013-10-07 Kobelco Eco-Solutions Co Ltd Producing method of fresh water and producing device of fresh water
JP2015150553A (en) 2014-02-19 2015-08-24 株式会社ササクラ Fresh water generation device and fresh water generation method

Also Published As

Publication number Publication date
WO2019087867A1 (en) 2019-05-09
JP2019081134A (en) 2019-05-30

Similar Documents

Publication Publication Date Title
JP7102706B2 (en) Seawater desalination method and seawater desalination system
JP5549589B2 (en) Fresh water system
CN102238996B (en) Improved solvent removal
JP5549591B2 (en) Fresh water production method and fresh water production apparatus
JP6269241B2 (en) Forward osmosis processing system
CN211311217U (en) Zero liquid discharge system
JP2018065114A (en) Concentration method and concentration apparatus
WO2012115114A1 (en) Seawater desalination system and seawater desalination method
WO2012057188A1 (en) Fresh water generation method and fresh water generation device
CN103328079B (en) The washing methods of membrane module, method of making water and fresh water generator
JP2021041374A (en) Concentration system
US20180104652A1 (en) Reverse osmosis membrane cleaning method and reverse osmosis membrane cleaning apparatus
JP5867082B2 (en) Fresh water production method
JP2018001111A (en) Processing method of desalinating salt water and processing system of desalinating salt water
EP1894612B1 (en) Method for purifying water by means of a membrane filtration unit
WO2014115769A1 (en) Method for operating freshwater production device
CN212832954U (en) Concentration system
JP6862935B2 (en) Concentration system and concentration method
JP2020099870A (en) Water treatment system and its operating method
JP2014221450A (en) Method for producing fresh water
JP2017074532A (en) Water treatment device and water treatment method
WO2021049621A1 (en) Concentration system
CN212832952U (en) Concentration system
WO2023017778A1 (en) Membrane separation system
Das et al. Alternative cleaning method for ultrafiltration membrane system

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20200826

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20210706

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210901

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20220208

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20220325

C60 Trial request (containing other claim documents, opposition documents)

Free format text: JAPANESE INTERMEDIATE CODE: C60

Effective date: 20220325

A911 Transfer to examiner for re-examination before appeal (zenchi)

Free format text: JAPANESE INTERMEDIATE CODE: A911

Effective date: 20220401

C21 Notice of transfer of a case for reconsideration by examiners before appeal proceedings

Free format text: JAPANESE INTERMEDIATE CODE: C21

Effective date: 20220405

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20220607

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20220620

R151 Written notification of patent or utility model registration

Ref document number: 7102706

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R151

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313111

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250