US20180015415A1 - Brine concentration - Google Patents
Brine concentration Download PDFInfo
- Publication number
- US20180015415A1 US20180015415A1 US15/548,081 US201615548081A US2018015415A1 US 20180015415 A1 US20180015415 A1 US 20180015415A1 US 201615548081 A US201615548081 A US 201615548081A US 2018015415 A1 US2018015415 A1 US 2018015415A1
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- United States
- Prior art keywords
- solution
- membrane
- retentate
- nanofiltration membrane
- permeate
- 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.)
- Abandoned
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- 239000012267 brine Substances 0.000 title description 6
- HPALAKNZSZLMCH-UHFFFAOYSA-M sodium;chloride;hydrate Chemical compound O.[Na+].[Cl-] HPALAKNZSZLMCH-UHFFFAOYSA-M 0.000 title description 6
- 239000012528 membrane Substances 0.000 claims abstract description 327
- 238000001728 nano-filtration Methods 0.000 claims abstract description 156
- 239000000243 solution Substances 0.000 claims abstract description 153
- 238000001223 reverse osmosis Methods 0.000 claims abstract description 81
- 238000000034 method Methods 0.000 claims abstract description 59
- 239000012527 feed solution Substances 0.000 claims abstract description 58
- 239000012466 permeate Substances 0.000 claims abstract description 56
- 239000002904 solvent Substances 0.000 claims abstract description 25
- 150000003839 salts Chemical class 0.000 claims abstract description 21
- 150000001768 cations Chemical class 0.000 claims description 41
- 150000001450 anions Chemical class 0.000 claims description 36
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 36
- 230000003204 osmotic effect Effects 0.000 claims description 30
- 239000012465 retentate Substances 0.000 claims description 25
- 239000011148 porous material Substances 0.000 claims description 19
- 230000035699 permeability Effects 0.000 claims description 15
- 239000000047 product Substances 0.000 claims description 13
- 239000012266 salt solution Substances 0.000 claims description 6
- FAPWRFPIFSIZLT-UHFFFAOYSA-M Sodium chloride Chemical compound [Na+].[Cl-] FAPWRFPIFSIZLT-UHFFFAOYSA-M 0.000 description 24
- 239000002351 wastewater Substances 0.000 description 16
- 239000011780 sodium chloride Substances 0.000 description 14
- 239000002699 waste material Substances 0.000 description 11
- 239000013535 sea water Substances 0.000 description 7
- 238000011084 recovery Methods 0.000 description 6
- -1 for example Substances 0.000 description 5
- 230000000052 comparative effect Effects 0.000 description 4
- 239000000835 fiber Substances 0.000 description 4
- 238000009292 forward osmosis Methods 0.000 description 4
- 239000003673 groundwater Substances 0.000 description 4
- 239000002440 industrial waste Substances 0.000 description 4
- 239000002352 surface water Substances 0.000 description 4
- 239000002131 composite material Substances 0.000 description 3
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 2
- 229920002284 Cellulose triacetate Polymers 0.000 description 2
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 2
- 239000004952 Polyamide Substances 0.000 description 2
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 2
- NNLVGZFZQQXQNW-ADJNRHBOSA-N [(2r,3r,4s,5r,6s)-4,5-diacetyloxy-3-[(2s,3r,4s,5r,6r)-3,4,5-triacetyloxy-6-(acetyloxymethyl)oxan-2-yl]oxy-6-[(2r,3r,4s,5r,6s)-4,5,6-triacetyloxy-2-(acetyloxymethyl)oxan-3-yl]oxyoxan-2-yl]methyl acetate Chemical compound O([C@@H]1O[C@@H]([C@H]([C@H](OC(C)=O)[C@H]1OC(C)=O)O[C@H]1[C@@H]([C@@H](OC(C)=O)[C@H](OC(C)=O)[C@@H](COC(C)=O)O1)OC(C)=O)COC(=O)C)[C@@H]1[C@@H](COC(C)=O)O[C@@H](OC(C)=O)[C@H](OC(C)=O)[C@H]1OC(C)=O NNLVGZFZQQXQNW-ADJNRHBOSA-N 0.000 description 2
- 239000007864 aqueous solution Substances 0.000 description 2
- 238000004630 atomic force microscopy Methods 0.000 description 2
- 229910052788 barium Inorganic materials 0.000 description 2
- 229910052791 calcium Inorganic materials 0.000 description 2
- 239000011575 calcium Substances 0.000 description 2
- 229920002301 cellulose acetate Polymers 0.000 description 2
- 238000010612 desalination reaction Methods 0.000 description 2
- 239000003651 drinking water Substances 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 229910052749 magnesium Inorganic materials 0.000 description 2
- 239000011777 magnesium Substances 0.000 description 2
- 229920002647 polyamide Polymers 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 230000000717 retained effect Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 229910052712 strontium Inorganic materials 0.000 description 2
- CIOAGBVUUVVLOB-UHFFFAOYSA-N strontium atom Chemical compound [Sr] CIOAGBVUUVVLOB-UHFFFAOYSA-N 0.000 description 2
- 229910021653 sulphate ion Inorganic materials 0.000 description 2
- 235000011449 Rosa Nutrition 0.000 description 1
- 239000002154 agricultural waste Substances 0.000 description 1
- 229910052784 alkaline earth metal Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- DSAJWYNOEDNPEQ-UHFFFAOYSA-N barium atom Chemical compound [Ba] DSAJWYNOEDNPEQ-UHFFFAOYSA-N 0.000 description 1
- 235000012206 bottled water Nutrition 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- 239000000706 filtrate Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000004907 flux Effects 0.000 description 1
- 238000001471 micro-filtration Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010409 thin film Substances 0.000 description 1
- 238000000108 ultra-filtration Methods 0.000 description 1
Images
Classifications
-
- B01D61/022—
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D61/00—Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
- B01D61/002—Forward osmosis or direct osmosis
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D61/00—Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
- B01D61/02—Reverse osmosis; Hyperfiltration ; Nanofiltration
- B01D61/025—Reverse osmosis; Hyperfiltration
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D61/00—Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
- B01D61/02—Reverse osmosis; Hyperfiltration ; Nanofiltration
- B01D61/027—Nanofiltration
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D61/00—Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
- B01D61/02—Reverse osmosis; Hyperfiltration ; Nanofiltration
- B01D61/029—Multistep processes comprising different kinds of membrane processes selected from reverse osmosis, hyperfiltration or nanofiltration
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D61/00—Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
- B01D61/58—Multistep processes
-
- 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
- C02F1/44—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
- C02F1/442—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by nanofiltration
-
- 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
- C02F1/445—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by forward osmosis
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2311/00—Details relating to membrane separation process operations and control
- B01D2311/06—Specific process operations in the permeate stream
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2311/00—Details relating to membrane separation process operations and control
- B01D2311/08—Specific process operations in the concentrate stream
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2311/00—Details relating to membrane separation process operations and control
- B01D2311/12—Addition of chemical agents
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2311/00—Details relating to membrane separation process operations and control
- B01D2311/25—Recirculation, recycling or bypass, e.g. recirculation of concentrate into the feed
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2311/00—Details relating to membrane separation process operations and control
- B01D2311/25—Recirculation, recycling or bypass, e.g. recirculation of concentrate into the feed
- B01D2311/252—Recirculation of concentrate
- B01D2311/2523—Recirculation of concentrate to feed side
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2317/00—Membrane module arrangements within a plant or an apparatus
- B01D2317/02—Elements in series
- B01D2317/025—Permeate series
-
- 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
- C02F1/02—Treatment of water, waste water, or sewage by heating
- C02F1/04—Treatment of water, waste water, or sewage by heating by distillation or evaporation
-
- 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
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/04—Flow arrangements
- C02F2301/046—Recirculation with an external loop
Definitions
- the present invention relates to a process for separating a solvent, for example, water from a feed solution.
- the present invention relates to a process for the purification of water.
- reverse osmosis water is forced from a region of high solute concentration through a semipermeable membrane to a region of low solute concentration by applying a pressure in excess of the osmotic pressure of the high solute concentration solution.
- Reverse osmosis is commonly used, for example, to obtain drinking water from seawater.
- Reverse osmosis is also used to separate water from, for example, industrial waste streams.
- Reverse osmosis requires relatively high pressures to be exerted on the high solute concentration side of the membrane. For instance, to desalinate seawater by conventional reverse osmosis techniques, pressures as high as 82 barg are commonly used to increase the recovery of product water. This places a significant energy burden on desalination methods that rely on conventional reverse osmosis. Moreover, streams having higher solute concentrations than seawater may require even higher hydraulic pressures to be applied. Many commercially available reverse osmosis membranes are unsuitable for withstanding hydraulic pressures of greater than 82 barg.
- a process for separating solvent from a feed solution comprising:
- the withdrawn portion of concentrated solution from the retentate-side of the nanofiltration membrane may be disposed of either directly or indirectly.
- the withdrawn portion may be combined with another solution prior to disposal.
- the withdrawn portion may be further concentrated prior to disposal.
- the withdrawn portion may be contacted with one side of a forward osmosis membrane to draw water from source water on the opposite side of the forward osmosis membrane by forward osmosis.
- forward osmosis is defined as any osmotically driven membrane process, such as pressure enhanced osmosis, pressure assisted osmosis, osmosis and pressure retarded osmosis.
- a feed solution comprising salts dissolved in a solvent is contacted with one side of a nanofiltration membrane.
- the feed solution may be saline ground water or surface water, brine, seawater or a waste stream.
- a nanofiltration membrane is selected because it is a relatively “loose” membrane with a relatively high solute permeability. Accordingly, as well as solvent, significant amounts of solute (e.g. salts) from the feed solution pass across the nanofiltration membrane to provide a permeate with a relatively high solute concentration.
- the hydraulic pressure required to maintain the desired level of flux across the nanofiltration membrane is relatively low compared, for example, to the hydraulic pressure required with, for example, conventional reverse osmosis membranes having a lower solute permeability.
- the feed solution is a waste stream.
- the feed solution may contain multivalent cations and/or multivalent anions.
- multivalent cations include divalent cations and trivalent cations.
- divalent cations include alkaline earth metal cations, for instance, calcium, magnesium, strontium and barium.
- trivalent cations include aluminium.
- divalent anions include sulphate and carbonate anions.
- the feed solution may have a high initial concentration of multivalent cations relative to the concentration of monovalent cations in the feed.
- the initial concentration of multivalent cations is higher than the concentration of monovalent cations in the feed.
- the initial concentration of multivalent cations may be at least 20%, for example, at least 30% of the total cation concentration in the feed.
- the initial concentration of multivalent cations may be at 20 to 100%, for instance, 20 to 90% of the total cation concentration in the feed.
- the feed solution may have a high initial concentration of multivalent anions relative to the concentration of monovalent anions in the feed.
- the initial concentration of multivalent anions is higher than the concentration of monovalent anions in the feed.
- the initial concentration of multivalent anions may be at least 20%, for example, at least 30% of the total anion concentration in the feed.
- the initial concentration of multivalent anion may be at 20 to 100%, for instance, 20 to 90% of the total anion concentration in the feed.
- the feed solution may have a total concentration of multivalent cations and multivalent anions that is high relative to the total concentration of monovalent cations and monovalent anions in the feed.
- the initial concentration of multivalent cations and anions is higher than the concentration of monovalent cations and anions in the feed.
- the initial concentration of multivalent cations and anions may be at least 20%, for example, at least 30% of the total cation and anion concentration in the feed.
- the initial concentration of multivalent cations may be at 20 to 100%, for instance, 20 to 90% of the total cation and anion concentration in the feed.
- the process of the present invention comprises the step of adding monovalent cation and/or monovalent anion to the feed solution before the feed solution is contacted with the nanofiltration membrane.
- the monovalent cation and/or monovalent anion may be added in the form of solid salt (e.g. sodium chloride) or as a salt solution (e.g. sodium chloride solution).
- the monovalent cation and/or monovalent anion may be added to ensure that, when the resultant feed is passed through the nanofiltration membrane, the osmotic pressure of the permeate solution on the permeate-side of the nanofiltration membrane is at least 50% of the osmotic pressure of the feed solution.
- Nanofiltration membranes typically have relatively high monovalent solute permeability relative to multivalent (e.g. divalent and trivalent) solute permeability. Therefore, the nanofiltration membrane may limit the passage of multivalent solutes from the feed solution through the membrane, thus limiting the solute concentration and osmotic pressure of the permeate from the nanofiltration membrane. In such cases a monovalent solute solution (for example sodium chloride) could be dosed to the feed solution. Because a nanofiltration membrane has a relatively high permeability to monovalent solutes, the solute concentration and osmotic pressure of the permeate from the nanofiltration membrane would be increased by the addition of the monovalent solutes.
- monovalent solute solution for example sodium chloride
- the permeate from the nanofiltration membrane is contacted with one side of a reverse osmosis membrane and the monovalent solutes in the nanofiltration membrane permeate would be retained on the retentate side of the reverse osmosis membrane and re-introduced to the nanofiltration feed.
- the permeate from the nanofiltration membrane is contacted with one side of a reverse osmosis membrane. Hydraulic pressure can be applied, such that solvent from the nanofiltration permeate flows through the reverse osmosis membrane to leave a concentrated solution on the retentate-side of the reverse osmosis membrane.
- the permeate solution from the reverse osmosis membrane may be a product stream (e.g. product water) having a reduced solute concentration. This product stream may optionally be further treated, for example, to produce potable water or water for household use. The water may also be used for example, for industrial or domestic use.
- the concentrated solution from the retentate-side of the reverse osmosis membrane is then used as at least part of the feed solution to the nanofiltration membrane.
- this concentrated solution as at least part of the feed, the concentration of the solution on the retentate-side of the nanofiltration membrane may be increased, allowing a highly concentrated solution to be withdrawn from the retentate-side of the nanofiltration membrane.
- the solution withdrawn from the retentate-side of the nanofiltration membrane may be disposed of or further concentrated prior to disposal. Because of its high concentration, the volume of liquid requiring disposal or treatment is reduced. Thus, where the withdrawn stream is intended for treatment in a downstream evaporator or crystalliser, the capacity and/or heat demand of such equipment may be reduced. Because of its high concentration, the solution from the retentate-side of the nanofiltration membrane may also be withdrawn and used as a draw solution in a osmotically driven membrane process.
- the present invention employs a loose or high solute passage (i.e. nanofiltration) membrane to provide highly concentrated solutions on the retentate-side of the membrane.
- the present invention employs a nanofiltration membrane in tandem with a reverse osmosis membrane to generate a product stream (e.g. product water) having a reduced solute concentration as well as a highly concentrated solution e.g. for ease of disposal/further treatment or use as a draw solution for a direct osmosis process.
- a nanofiltration membrane the concentration of the highly concentrated retentate solution capable of being produced by the process of the present invention is greater than could be produced using reverse osmosis alone operating under the same hydraulic pressure limitations.
- highly concentrated waste streams can be produced, reducing the volume of waste requiring disposal or further treatment.
- the withdrawn portion of concentrated solution form the retentate-side of the nanofiltration membrane may have a total dissolved salts concentration of at least 90,000 mg/l, preferably at least 95,000 mg/l. In one embodiment, the withdrawn portion of concentrated solution form the retentate-side of the nanofiltration membrane may have a total dissolved salts concentration of at least 100,000 mg/l, for example, at least 120,000 mg/l. In one example, the withdrawn portion has a total dissolved salts concentration of at least 130,000 mg/l.
- the withdrawn portion of concentrated solution form the retentate-side of the nanofiltration membrane may have an osmotic pressure of at least 75 barg, preferably at least 80 barg. In one embodiment, the withdrawn portion of concentrated solution form the retentate-side of the nanofiltration membrane may have an osmotic pressure of at least 110 barg, for instance, at least 120 barg.
- the withdrawn portion of concentrated solution from the retentate-side of the nanofiltration membrane is further concentrated using a thermal evaporator or crystalliser.
- the concentrated solution from the retentate-side of the reverse osmosis membrane is combined with a further solute solution and the combined stream used as the feed solution to the nanofiltration membrane.
- the further solute solution may be, for example, saline ground water or surface water, brine, seawater, or a waste stream.
- the permeate solution from the nanofiltration membrane is combined with a further solute solution and the combined stream contacted with one side of the reverse osmosis membrane.
- the further solute solution may be, for example, saline ground water or surface water, brine, seawater or a waste stream.
- the withdrawn portion of the concentrated solution from the retentate-side of the nanofiltration membrane is concentrated by contacting said withdrawn portion with one side of a further semi-permeable membrane.
- the semi-permeable membrane may be as permeable (e.g. comparable average pore size) or less permeable (e.g. smaller average pore size) than the nanofiltration membrane.
- the semi-permeable membrane may be a nanofiltration membrane or a reverse osmosis membrane.
- Hydraulic pressure may be applied to the withdrawn portion, such that solvent from said portion flows through the further semi-permeable membrane to provide a permeate solution on the permeate-side of the further semi-permeable membrane and a retentate solution on the retentate-side of the further semi-permeable membrane.
- the retentate solution on the retentate-side of the further semi-permeable membrane may be withdrawn and disposed of, concentrated further e.g. prior to disposal or contacted with one side of a direct osmosis membrane to draw water from a source solution on the opposite side of the direct osmosis membrane by direct osmosis i.e. in an osmotically driven membrane process.
- the permeate solution from permeate-side of the further semi-permeable membrane may be combined with the concentrated solution from the retentate-side of the reverse osmosis membrane and introduced into the nanofiltration membrane.
- the further semi-permeable membrane is a nanofiltration membrane.
- the concentrated solution from the retentate-side of the reverse osmosis membrane is passed through an additional semi-permeable membrane to provide a permeate solution on the permeate-side of the additional semi-permeable membrane and a retentate solution on the retentate-side of the additional semi-permeable membrane.
- the permeate solution may be used as at least a portion of the feed to the nanofiltration membrane.
- the retentate solution on the retentate-side of the additional semi-permeable membrane may be withdrawn and disposed of, further concentrated or contacted with a direct osmosis membrane to draw water from a source solution on the opposite side of the direct osmosis membrane by direct osmosis i.e. in an osmotically driven membrane process.
- the withdrawn portion of concentrated solution on the retentate-side of the nanofiltration membrane may be concentrated by passing the withdrawn portion through the additional (or yet another) semi-permeable membrane and applying hydraulic pressure to said withdrawn portion such that solvent from said portion flows through the membrane to provide a permeate solution on the permeate-side of the semi-permeable membrane and a retentate solution on the retentate-side of the membrane.
- This retentate may be withdrawn and then optionally disposed of, concentrated further e.g. prior to disposal or contacted with a direct osmosis membrane to draw water from a source solution on the opposite side of the direct osmosis membrane by direct osmosis i.e. in an osmotically driven membrane process.
- the withdrawn portion of concentrated solution on the retentate-side of the nanofiltration membrane is combined with the concentrated solution from the retentate-side of the reverse osmosis membrane and the combined stream is passed through the additional semi-permeable membrane.
- the additional or yet another semi-permeable membrane as permeable as or less permeable than the nanofiltration membrane may be a nanofiltration membrane or a reverse osmosis membrane.
- the additional semi-permeable membrane may be a nanofiltration membrane.
- the yet another semi-permeable membrane may also be a nanofiltration membrane.
- the further membrane may have an average pore size or permeability that is no more than 100 times greater, preferably no more than 50 times greater, more preferably no more than 10 times greater than the average pore size or permeability of the nanofiltration membrane.
- the withdrawn portion of concentrated solution on the retentate-side of the nanofiltration membrane may be contacted with a further membrane that has an average pore size or permeability that is less than 10 times greater, for example, less than 5 times greater than the average pore size or permeability of the nanofiltration membrane.
- the further membrane may have substantially the same or a lower average pore size or permeability as the nanofiltration membrane.
- the further membrane may be a nanofiltration membrane or reverse osmosis membrane.
- the further membrane is preferably not selected from a particle filtration membrane, a microfiltration membrane or an ultrafiltration membrane.
- the further membrane may have an average pore size that is less than 0.1 microns, for example, less than 0.05 microns.
- the feed solution may be any solution, such as an aqueous solution.
- the feed solution may be a salt solution, for example, an aqueous salt solution.
- the feed solution is an aqueous solution of sodium chloride.
- suitable feed solutions include saline ground water or surface water, brine and seawater.
- Other examples include waste water streams, lake water, river water and pond water.
- waste water streams include industrial or agricultural waste water streams.
- the total dissolved salt concentration of the feed solution to the nanofiltration membrane may be at least 5,000 mg/l, for example, 5,000 to 140,000 mg/l. In one example, the total dissolved salt concentration of the feed solution to the nanofiltration membrane is at least 30,000 mg/l.
- the osmotic pressure of the feed may be at least 4 barg, for example, 4 to 130 barg.
- the nanofiltration membrane may be selected such that sufficient dissolved salt passes through the nanofiltration membrane, whereby the total dissolved salts concentration or osmotic pressure of the permeate solution on the permeate-side of the nanofiltration membrane is at least 30%, for example, at least 50% or at least 70% of the osmotic pressure of the solution fed to the nanofiltration membrane.
- the osmotic pressure of the permeate solution on the permeate-side of the nanofiltration membrane is 50 to 90% of the osmotic pressure of the solution fed to the nanofiltration membrane.
- the withdrawn portion of concentrated solution form the retentate-side of the nanofiltration membrane may have a total dissolved salts concentration that is at least 1.1 times, for example, at least 2 or 3 times the total dissolved salt concentration of the feed.
- the withdrawn portion of concentrated solution form the retentate-side of the nanofiltration membrane may have an osmotic pressure that is at least 1.1 times, for example, at least 2 or 3 times the osmotic pressure of the feed.
- the membrane employed in the nanofiltration step may have an average (e.g. mean) pore size of 4 to 80 Angstroms.
- the average (e.g. mean) pore size of the membrane is 20 to 70 Angstroms, more preferably 30 to 60 Angstroms, and most preferably 40 to 50 Angstroms.
- Pore size (e.g. mean pore size) may be measured using any suitable technique. For example, a differential flow method may be employed (Japan Membrane Journal, vol. 29; no. 4; pp. 227 -235 (2004)) or the use of salts, uncharged solutes and atomic force microscopy (Journal of Membrane Science 126 (1997) 91-105).
- the membranes used in the nanofiltration step may be cast as a “skin layer” on top of a support formed, for example, of a microporous polymer sheet.
- the resulting membrane may have a composite structure (e.g. a thin-film composite structure).
- the separation properties of the membrane are controlled by the pore size and electrical charge of the “skin layer”.
- nanofiltration membranes examples include ESNA-1 (Hydranautics, Oceanside, Calif.), SR 90, NF-270, NF 90, NF 70, NF 50, NF 40, NF 40 HF membranes (Dow FilmTech, Minneapolis, Minn.), TR-60, SU 600 membrane (Toray, Japan) and NRT 7450 and NTR 7250 membranes (Nitto Electric, Japan).
- the nanofiltration membrane may be planar or take the form of a tube or hollow fibre.
- a tubular configuration of hollow fine fibre membranes may be used.
- the membrane may be supported on a supporting structure, such as a mesh support.
- a planar membrane When a planar membrane is employed, the sheet may be rolled such that it defines a spiral in cross-section.
- one or more tubular membranes When a tubular membrane is employed, one or more tubular membranes may be contained within a housing or shell. The solution may be introduced into the housing, whilst the solvent may be removed as a filtrate from the tubes or vice-versa.
- the nanofiltration step may also be carried out at an elevated pressure.
- the nanofiltration step may be carried out at a pressure of 25 to 120 bar, preferably 40 to 100 bar, more preferably 50 to 80 bar.
- solution from the retentate-side of the selective membrane of the reverse osmosis step is passed through the nanofiltration membrane. Since this solution is on the high pressure side of the membrane, it may not be necessary to apply further pressure to the solution as it passes through the nanofiltration membrane. However, it is possible to apply further pressure to the solution as it passes through the nanofiltration membrane, if desired.
- the reverse osmosis membrane may have an average (e.g. mean) pore size of 0.5 to 80 Angstroms, preferably, 2 to 50 Angstroms. In a preferred embodiment, the membrane has an average (e.g. mean) pore size of from 3 to 30 Angstroms. Pore size (e.g. mean pore size) may be measured using any suitable technique. For example, a differential flow method may be employed (Japan Membrane Journal, vol. 29; no. 4; pp. 227 -235 (2004)) or the use of salts, uncharged solutes and atomic force microscopy (Journal of Membrane Science 126 (1997) 91-105).
- a differential flow method may be employed (Japan Membrane Journal, vol. 29; no. 4; pp. 227 -235 (2004)) or the use of salts, uncharged solutes and atomic force microscopy (Journal of Membrane Science 126 (1997) 91-105).
- Suitable reverse osmosis membranes include integral membranes and composite membranes.
- suitable membranes include membranes formed of cellulose acetate (CA) and/or cellulose triacetate (CTA), such as or similar to those used in the study of McCutcheon et al., Desalination 174 (2005) 1-11 and membranes formed of polyamide (PA).
- An array of membranes may be employed.
- the reverse osmosis membrane may be planar or take the form of a tube or hollow fibre.
- a tubular configuration of hollow fine fibre membranes may be used.
- the membrane may be supported on a supporting structure, such as a mesh support.
- a planar membrane When a planar membrane is employed, the sheet may be rolled such that it defines a spiral in cross-section.
- one or more tubular membranes When a tubular membrane is employed, one or more tubular membranes may be contained within a housing or shell.
- the reverse osmosis membrane may be carried out at an elevated pressure to drive the (liquid) solution through the membrane.
- the reverse osmosis step may be carried out at a pressure of 25 to 120 bar, preferably 50 to 100 bar, more preferably 60 to 80 bar.
- FIG. 1 is a schematic drawing of a system for performing a first embodiment of the process of the present invention
- FIG. 2 is a schematic drawing of a system for performing a second embodiment of the process of the present invention
- FIG. 3 is a schematic drawing of a system for performing a third embodiment of the process of the present invention.
- FIG. 4 is a schematic drawing of a system for performing a fourth embodiment of the process of the present invention.
- this drawing depicts a system comprising a nanofiltration membrane unit 10 comprising a nanofiltration membrane 10 a and a reverse osmosis membrane unit 12 comprising a reverse osmosis membrane 12 a .
- a feed solution e.g. wastewater
- a solvent water
- some of the dissolved salts from the feed solution flow through the nanofiltration membrane to provide a permeate solution 14 on the permeate-side of the nanofiltration membrane 10 a and a concentrated solution 16 on the retentate-side of the nanofiltration membrane.
- the permeate solution 14 from the nanofiltration membrane 10 a is withdrawn via conduit 18 and contacted with one side of the reverse osmosis membrane 12 a . Hydraulic pressure is applied to the solution, such that solvent from the solution flows through the reverse osmosis membrane 12 a to leave a concentrated solution 20 on the retentate-side of the reverse osmosis membrane 12 a and a product solution 22 on the permeate side of the reverse osmosis membrane 12 a .
- the product solution 22 advantageously has a relatively low solute (e.g. salt) concentration.
- the concentrated solution 20 from the retentate-side of the reverse osmosis membrane 12 a is withdrawn via conduit 26 and used as at least part of the feed solution to the nanofiltration membrane 10 a .
- it can be combined with fresh feed (e.g. wastewater) in conduit 8 and the combined stream may be fed to the nanofiltration unit 10 .
- At least a portion of the concentrated solution 16 from the retentate-side of the nanofiltration membrane 10 a is withdrawn via conduit 24 .
- This solution 24 may be disposed of or further concentrated, for example, using thermal methods (not shown).
- thermal methods not shown.
- the volume of concentrated waste requiring treatment/disposal is relatively small as compared, for instance, to the volume of concentrated waste that would be produced using reverse osmosis (RO) alone.
- the feed may contain divalent cations and/or anions, for example, calcium, magnesium, strontium and/or barium cations, and/or sulphate and/or carbonate anions.
- the initial concentration of divalent cations and anions is higher than the concentration of monovalent cations and anions in the feed.
- the initial concentration of divalent cations or anions may be at 20 to 90% of the total cation and anion concentration in the feed.
- Monovalent cations and monovalent anions may be added to the feed solution via line 50 before the feed solution is contacted with the nanofiltration membrane.
- the monovalent cation and/or monovalent anion may be added in the form of solid salt (e.g. sodium chloride) or as a salt solution (e.g. sodium chloride solution).
- the monovalent cation and/or monovalent anion may be added to ensure that, when the resultant feed is passed through the nanofiltration membrane, the osmotic pressure of the permeate solution on the permeate-side of the nanofiltration membrane is at least 50% of the osmotic pressure of the feed solution.
- Nanofiltration membranes typically have relatively high monovalent solute permeability relative to multivalent (e.g. divalent and trivalent) solute permeability. Therefore, the nanofiltration membrane may limit the passage of multivalent solutes from the feed solution through the membrane, thus limiting the solute concentration and osmotic pressure of the permeate from the nanofiltration membrane. In such cases a monovalent solute solution (for example sodium chloride) could be dosed to the feed solution. Because a nanofiltration membrane has a relatively high permeability to monovalent solutes, the solute concentration and osmotic pressure of the permeate from the nanofiltration membrane would be increased by the addition of the monovalent solutes.
- monovalent solute solution for example sodium chloride
- the permeate from the nanofiltration membrane is contacted with one side of a reverse osmosis membrane and the monovalent solutes in the nanofiltration membrane permeate would be retained on the retentate side of the reverse osmosis membrane and re-introduced to the nanofiltration feed.
- FIG. 2 depicts a system for performing an alternative embodiment of the process described with reference to FIG. 1 .
- a monovalent cations and/or anions e.g. sodium chloride
- the concentrated solution 20 from the retentate-side of the reverse osmosis membrane 12 a is withdrawn via conduit 26 and used wholly as the feed solution to the nanofiltration membrane 10 a .
- the concentrated solution 20 is not combined with fresh feed (e.g. wastewater).
- FIG. 3 depicts a system for performing a third embodiment of the process of the present invention.
- the system is similar to that described in FIG. 1 and like parts have been labelled with like numerals.
- a monovalent cations and/or anions e.g. sodium chloride
- the withdrawn portion (see conduit 24 ) of the concentrated solution 16 from the retentate-side of the nanofiltration membrane 10 a is concentrated by contacting the withdrawn portion with one side of a further semi-permeable membrane (e.g. a further nanofiltration membrane) 28 .
- the withdrawn portion may optionally be combined with fresh feed prior to contact with the further semi-permeable membrane 28 .
- Hydraulic pressure is then applied, such that water from the withdrawn portion flows through the further semi-permeable membrane 28 (e.g. a further nanofiltration membrane) to provide a permeate solution 30 on the permeate-side of the further semi-permeable membrane 28 and a retentate solution on the retentate-side of the further semi-permeable membrane.
- the retentate solution on the retentate-side of the further semi-permeable membrane 28 is withdrawn via conduit 32 and disposed of or concentrated further prior to disposal.
- the permeate 30 is withdrawn via conduit 34 where it is combined with the concentrated solution from the reverse osmosis unit 12 in conduit 26 and introduced into the nanofiltration membrane unit 10 .
- FIG. 4 depicts a system for performing a fourth embodiment of the process of the present invention.
- the system is similar to that described in FIG. 1 and like parts have been labelled with like numerals.
- a monovalent cations and/or anions e.g. sodium chloride
- the concentrated solution 20 from the retentate-side of the reverse osmosis membrane 12 a is passed through an additional semi-permeable membrane 40 (e.g.
- an additional nanofiltration membrane to provide a permeate solution 42 on the permeate-side of the additional semi-permeable membrane 40 and a retentate solution 44 on the retentate-side of the additional semi-permeable membrane 40 .
- the permeate solution 42 is used as the feed to the nanofiltration membrane 10 a .
- the feed to the nanofiltration unit 10 is wastewater 46 that has been pre-treated in the reverse osmosis unit 12 and by the additional semi-permeable membrane 40 .
- the retentate solution on the retentate-side of the additional semi-permeable membrane is withdrawn via conduit 48 and disposed of or further concentrated.
- the withdrawn portion of concentrated solution 16 on the retentate-side of the nanofiltration membrane 10 a is withdrawn via conduit 24 and is concentrated by passing said withdrawn portion through the additional semi-permeable membrane 40 .
- the feed to the additional semi-permeable membrane 40 therefore, consists of the concentrated solution 20 from the retentate-side of the reverse osmosis membrane 12 a as well as the concentrated solution 16 that is withdrawn from the nanofiltration unit 10 via conduit 24 .
- a permeate solution 42 is provided on the permeate-side of the semi-permeable membrane 40 and a retentate solution on the retentate-side of the membrane.
- the retentate is withdrawn via conduit 48 as described above.
- the additional semi-permeable membrane 40 may be a nanofiltration membrane.
- FIG. 5 shows the points at which the flow streams were sampled and analysed.
- Table 1 below shows the TDS, pressures, osmotic pressures and flow rates of the various streams.
- N.B. system recovery (flow of product water)/(flow of feed water) or the percentage of the feed water that is converted to product water.
- FIG. 6 depicts a process that is similar to that shown in FIGS. 1 and 5 , except that the concentrated solution from the retentate-side of the reverse osmosis membrane is not used as at least part of the feed solution to the nanofiltration membrane. Instead, this concentrated solution is combined with the concentrated solution from the retentate-side of the nanofiltration membrane and withdrawn for disposal.
- Table 2 below shows the TDS, pressures, osmotic pressures and flow rates of the various streams. As can be seen from Table 2, only 56% of the water in the waste water stream was recovered using the process depicted in FIG. 6 . Furthermore, the TDS of the concentrated waste stream is less than the maximum TDS achieved in Example 1.
- FIG. 7 depicts a standard reverse osmosis process in which the feed waste water stream is contacted with a reverse osmosis membrane. Hydraulic pressure is applied to produce product water on the permeate side of the reverse osmosis membrane. The concentrated solution on the retentate side of the reverse osmosis membrane is withdrawn. Table 3 below shows the TDS, pressures, osmotic pressures and flow rates of the various streams. As can be seen from Table 3, only 49% of the water in the waste water stream was recovered using the process of FIG. 7 . Furthermore, the TDS of the concentrated waste stream is less than the maximum TDS achieved in Example 1.
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Abstract
A process for separating solvent from a feed solution, said process comprising: contacting a feed solution comprising solutes dissolved in a solvent with one side of a nanofiltration membrane, applying hydraulic pressure to the feed solution, such that solvent and some of the dissolved salts from the feed solution flow through the nanofiltration membrane to provide a permeate solution on the permeate-side of the nanofiltration membrane and a concentrated solution on the retentate-side of the nanofiltration membrane; contacting the permeate solution from the nanofiltration membrane with one side of a reverse osmosis membrane and applying hydraulic pressure to the permeate solution, such that solvent from the permeate solution flows through the reverse osmosis membrane to leave a concentrated solution on the retentate-side of the reverse osmosis membrane, using the concentrated solution from the retentate-side of the reverse osmosis membrane as at least part of the feed solution tothe nanofiltration membrane;withdrawing at least a portion of the concentrated solution from the retentate-sideof the nanofiltration membrane.
Description
- The present invention relates to a process for separating a solvent, for example, water from a feed solution. In particular but not exclusively, the present invention relates to a process for the purification of water.
- Various methods of water purification and concentration are known. An example of such a method is reverse osmosis. In reverse osmosis, water is forced from a region of high solute concentration through a semipermeable membrane to a region of low solute concentration by applying a pressure in excess of the osmotic pressure of the high solute concentration solution. Reverse osmosis is commonly used, for example, to obtain drinking water from seawater. Reverse osmosis is also used to separate water from, for example, industrial waste streams. By using reverse osmosis to treat industrial waste streams, it is possible to generate relatively clean water from industrial waste, while reducing the volume of undesirable waste requiring disposal or further treatment.
- Reverse osmosis requires relatively high pressures to be exerted on the high solute concentration side of the membrane. For instance, to desalinate seawater by conventional reverse osmosis techniques, pressures as high as 82 barg are commonly used to increase the recovery of product water. This places a significant energy burden on desalination methods that rely on conventional reverse osmosis. Moreover, streams having higher solute concentrations than seawater may require even higher hydraulic pressures to be applied. Many commercially available reverse osmosis membranes are unsuitable for withstanding hydraulic pressures of greater than 82 barg. Accordingly, this can impose a limitation on the concentration of feed solutions that can be treated using commercially available reverse osmosis membrane, which effectively limits the maximum concentration of the concentrated feed stream to an osmotic pressure equivalent to the maximum hydraulic pressure rating of the reverse osmosis membrane and pressure vessel.
- According to the present invention, there is provided a process for separating solvent from a feed solution, said process comprising:
-
- contacting a feed solution comprising solute dissolved in a solvent with one side of a nanofiltration membrane,
- applying hydraulic pressure to the feed solution, such that solvent and some of the dissolved solute from the feed solution flow through the nanofiltration membrane to provide a permeate solution on the permeate-side of the nanofiltration membrane and a concentrated solution on the retentate-side of the nanofiltration membrane;
- contacting the permeate solution from the nanofiltration membrane with one side of a reverse osmosis membrane and applying hydraulic pressure to the permeate solution, such that solvent from the permeate solution flows through the reverse osmosis membrane to leave a concentrated solution on the retentate-side of the reverse osmosis membrane,
- using the concentrated solution from the retentate-side of the reverse osmosis membrane as at least part of the feed solution to the nanofiltration membrane; and
- withdrawing at least a portion of the concentrated solution from the retentate-side of the nanofiltration membrane.
- The withdrawn portion of concentrated solution from the retentate-side of the nanofiltration membrane may be disposed of either directly or indirectly. In one example, the withdrawn portion may be combined with another solution prior to disposal. In one embodiment, the withdrawn portion may be further concentrated prior to disposal. Alternatively, the withdrawn portion may be contacted with one side of a forward osmosis membrane to draw water from source water on the opposite side of the forward osmosis membrane by forward osmosis. Where forward osmosis is defined as any osmotically driven membrane process, such as pressure enhanced osmosis, pressure assisted osmosis, osmosis and pressure retarded osmosis.
- In the present invention, a feed solution comprising salts dissolved in a solvent is contacted with one side of a nanofiltration membrane. The feed solution may be saline ground water or surface water, brine, seawater or a waste stream. A nanofiltration membrane is selected because it is a relatively “loose” membrane with a relatively high solute permeability. Accordingly, as well as solvent, significant amounts of solute (e.g. salts) from the feed solution pass across the nanofiltration membrane to provide a permeate with a relatively high solute concentration. Because the permeate has a relatively high solute concentration, the hydraulic pressure required to maintain the desired level of flux across the nanofiltration membrane is relatively low compared, for example, to the hydraulic pressure required with, for example, conventional reverse osmosis membranes having a lower solute permeability.
- In some embodiments, the feed solution is a waste stream. The feed solution may contain multivalent cations and/or multivalent anions. Examples of multivalent cations include divalent cations and trivalent cations. Examples of divalent cations include alkaline earth metal cations, for instance, calcium, magnesium, strontium and barium. Examples of trivalent cations include aluminium. Examples of divalent anions include sulphate and carbonate anions.
- The feed solution may have a high initial concentration of multivalent cations relative to the concentration of monovalent cations in the feed. In one example, the initial concentration of multivalent cations is higher than the concentration of monovalent cations in the feed. In some embodiments, the initial concentration of multivalent cations may be at least 20%, for example, at least 30% of the total cation concentration in the feed. In one example, the initial concentration of multivalent cations may be at 20 to 100%, for instance, 20 to 90% of the total cation concentration in the feed.
- The feed solution may have a high initial concentration of multivalent anions relative to the concentration of monovalent anions in the feed. In one example, the initial concentration of multivalent anions is higher than the concentration of monovalent anions in the feed. In some embodiments, the initial concentration of multivalent anions may be at least 20%, for example, at least 30% of the total anion concentration in the feed. In one example, the initial concentration of multivalent anion may be at 20 to 100%, for instance, 20 to 90% of the total anion concentration in the feed.
- The feed solution may have a total concentration of multivalent cations and multivalent anions that is high relative to the total concentration of monovalent cations and monovalent anions in the feed. In one example, the initial concentration of multivalent cations and anions is higher than the concentration of monovalent cations and anions in the feed. In some embodiments, the initial concentration of multivalent cations and anions may be at least 20%, for example, at least 30% of the total cation and anion concentration in the feed. In one example, the initial concentration of multivalent cations may be at 20 to 100%, for instance, 20 to 90% of the total cation and anion concentration in the feed.
- Preferably, the process of the present invention comprises the step of adding monovalent cation and/or monovalent anion to the feed solution before the feed solution is contacted with the nanofiltration membrane. The monovalent cation and/or monovalent anion may be added in the form of solid salt (e.g. sodium chloride) or as a salt solution (e.g. sodium chloride solution). The monovalent cation and/or monovalent anion may be added to ensure that, when the resultant feed is passed through the nanofiltration membrane, the osmotic pressure of the permeate solution on the permeate-side of the nanofiltration membrane is at least 50% of the osmotic pressure of the feed solution.
- Nanofiltration membranes typically have relatively high monovalent solute permeability relative to multivalent (e.g. divalent and trivalent) solute permeability. Therefore, the nanofiltration membrane may limit the passage of multivalent solutes from the feed solution through the membrane, thus limiting the solute concentration and osmotic pressure of the permeate from the nanofiltration membrane. In such cases a monovalent solute solution (for example sodium chloride) could be dosed to the feed solution. Because a nanofiltration membrane has a relatively high permeability to monovalent solutes, the solute concentration and osmotic pressure of the permeate from the nanofiltration membrane would be increased by the addition of the monovalent solutes. The permeate from the nanofiltration membrane is contacted with one side of a reverse osmosis membrane and the monovalent solutes in the nanofiltration membrane permeate would be retained on the retentate side of the reverse osmosis membrane and re-introduced to the nanofiltration feed.
- The permeate from the nanofiltration membrane is contacted with one side of a reverse osmosis membrane. Hydraulic pressure can be applied, such that solvent from the nanofiltration permeate flows through the reverse osmosis membrane to leave a concentrated solution on the retentate-side of the reverse osmosis membrane. The permeate solution from the reverse osmosis membrane may be a product stream (e.g. product water) having a reduced solute concentration. This product stream may optionally be further treated, for example, to produce potable water or water for household use. The water may also be used for example, for industrial or domestic use.
- The concentrated solution from the retentate-side of the reverse osmosis membrane is then used as at least part of the feed solution to the nanofiltration membrane. By using this concentrated solution as at least part of the feed, the concentration of the solution on the retentate-side of the nanofiltration membrane may be increased, allowing a highly concentrated solution to be withdrawn from the retentate-side of the nanofiltration membrane. As mentioned above, the solution withdrawn from the retentate-side of the nanofiltration membrane may be disposed of or further concentrated prior to disposal. Because of its high concentration, the volume of liquid requiring disposal or treatment is reduced. Thus, where the withdrawn stream is intended for treatment in a downstream evaporator or crystalliser, the capacity and/or heat demand of such equipment may be reduced. Because of its high concentration, the solution from the retentate-side of the nanofiltration membrane may also be withdrawn and used as a draw solution in a osmotically driven membrane process.
- Counter-intuitively, the present invention employs a loose or high solute passage (i.e. nanofiltration) membrane to provide highly concentrated solutions on the retentate-side of the membrane. Specifically, the present invention employs a nanofiltration membrane in tandem with a reverse osmosis membrane to generate a product stream (e.g. product water) having a reduced solute concentration as well as a highly concentrated solution e.g. for ease of disposal/further treatment or use as a draw solution for a direct osmosis process. By using a nanofiltration membrane, the concentration of the highly concentrated retentate solution capable of being produced by the process of the present invention is greater than could be produced using reverse osmosis alone operating under the same hydraulic pressure limitations. Furthermore, by re-circulating the retentate from the reverse osmosis membrane as at least part of the feed to the nanofiltration membrane, highly concentrated waste streams can be produced, reducing the volume of waste requiring disposal or further treatment.
- The benefits of embodiments of the invention are that:
-
- (a) a higher concentration brine stream (and therefore lower volume) can be produced than by using RO alone
- (b) higher concentration feed water can be desalinated than using RO alone and/or
- (c) a higher recovery of product water can be achieved than RO treating the same concentration of feed water.
- All of the above benefits can be achieved with no increase to the normal operational pressures employed when RO alone is used.
- When withdrawn, the withdrawn portion of concentrated solution form the retentate-side of the nanofiltration membrane may have a total dissolved salts concentration of at least 90,000 mg/l, preferably at least 95,000 mg/l. In one embodiment, the withdrawn portion of concentrated solution form the retentate-side of the nanofiltration membrane may have a total dissolved salts concentration of at least 100,000 mg/l, for example, at least 120,000 mg/l. In one example, the withdrawn portion has a total dissolved salts concentration of at least 130,000 mg/l.
- When withdrawn, the withdrawn portion of concentrated solution form the retentate-side of the nanofiltration membrane may have an osmotic pressure of at least 75 barg, preferably at least 80 barg. In one embodiment, the withdrawn portion of concentrated solution form the retentate-side of the nanofiltration membrane may have an osmotic pressure of at least 110 barg, for instance, at least 120 barg.
- Preferably, the withdrawn portion of concentrated solution from the retentate-side of the nanofiltration membrane is further concentrated using a thermal evaporator or crystalliser.
- In one embodiment, the concentrated solution from the retentate-side of the reverse osmosis membrane is combined with a further solute solution and the combined stream used as the feed solution to the nanofiltration membrane. The further solute solution may be, for example, saline ground water or surface water, brine, seawater, or a waste stream.
- In one embodiment, the permeate solution from the nanofiltration membrane is combined with a further solute solution and the combined stream contacted with one side of the reverse osmosis membrane. The further solute solution may be, for example, saline ground water or surface water, brine, seawater or a waste stream.
- In one embodiment, the withdrawn portion of the concentrated solution from the retentate-side of the nanofiltration membrane is concentrated by contacting said withdrawn portion with one side of a further semi-permeable membrane. The semi-permeable membrane may be as permeable (e.g. comparable average pore size) or less permeable (e.g. smaller average pore size) than the nanofiltration membrane. For example, the semi-permeable membrane may be a nanofiltration membrane or a reverse osmosis membrane. Hydraulic pressure may be applied to the withdrawn portion, such that solvent from said portion flows through the further semi-permeable membrane to provide a permeate solution on the permeate-side of the further semi-permeable membrane and a retentate solution on the retentate-side of the further semi-permeable membrane. The retentate solution on the retentate-side of the further semi-permeable membrane may be withdrawn and disposed of, concentrated further e.g. prior to disposal or contacted with one side of a direct osmosis membrane to draw water from a source solution on the opposite side of the direct osmosis membrane by direct osmosis i.e. in an osmotically driven membrane process. The permeate solution from permeate-side of the further semi-permeable membrane may be combined with the concentrated solution from the retentate-side of the reverse osmosis membrane and introduced into the nanofiltration membrane. Preferably, the further semi-permeable membrane is a nanofiltration membrane.
- In one embodiment, prior to being used as at least a portion of the feed solution to the nanofiltration membrane, the concentrated solution from the retentate-side of the reverse osmosis membrane is passed through an additional semi-permeable membrane to provide a permeate solution on the permeate-side of the additional semi-permeable membrane and a retentate solution on the retentate-side of the additional semi-permeable membrane. The permeate solution may be used as at least a portion of the feed to the nanofiltration membrane. The retentate solution on the retentate-side of the additional semi-permeable membrane may be withdrawn and disposed of, further concentrated or contacted with a direct osmosis membrane to draw water from a source solution on the opposite side of the direct osmosis membrane by direct osmosis i.e. in an osmotically driven membrane process.
- The withdrawn portion of concentrated solution on the retentate-side of the nanofiltration membrane may be concentrated by passing the withdrawn portion through the additional (or yet another) semi-permeable membrane and applying hydraulic pressure to said withdrawn portion such that solvent from said portion flows through the membrane to provide a permeate solution on the permeate-side of the semi-permeable membrane and a retentate solution on the retentate-side of the membrane. This retentate may be withdrawn and then optionally disposed of, concentrated further e.g. prior to disposal or contacted with a direct osmosis membrane to draw water from a source solution on the opposite side of the direct osmosis membrane by direct osmosis i.e. in an osmotically driven membrane process. Preferably, the withdrawn portion of concentrated solution on the retentate-side of the nanofiltration membrane is combined with the concentrated solution from the retentate-side of the reverse osmosis membrane and the combined stream is passed through the additional semi-permeable membrane.
- The additional or yet another semi-permeable membrane as permeable as or less permeable than the nanofiltration membrane. For example, the additional or yet another semi-permeable membrane may be a nanofiltration membrane or a reverse osmosis membrane. Preferably, the additional semi-permeable membrane may be a nanofiltration membrane. Where employed, the yet another semi-permeable membrane may also be a nanofiltration membrane.
- Where the withdrawn portion of concentrated solution on the retentate-side of the nanofiltration membrane is contacted with a further membrane, the further membrane may have an average pore size or permeability that is no more than 100 times greater, preferably no more than 50 times greater, more preferably no more than 10 times greater than the average pore size or permeability of the nanofiltration membrane. The withdrawn portion of concentrated solution on the retentate-side of the nanofiltration membrane may be contacted with a further membrane that has an average pore size or permeability that is less than 10 times greater, for example, less than 5 times greater than the average pore size or permeability of the nanofiltration membrane. For example, the further membrane may have substantially the same or a lower average pore size or permeability as the nanofiltration membrane. As noted above, the further membrane may be a nanofiltration membrane or reverse osmosis membrane. The further membrane is preferably not selected from a particle filtration membrane, a microfiltration membrane or an ultrafiltration membrane. The further membrane may have an average pore size that is less than 0.1 microns, for example, less than 0.05 microns.
- The feed solution may be any solution, such as an aqueous solution. The feed solution may be a salt solution, for example, an aqueous salt solution. In some embodiments, the feed solution is an aqueous solution of sodium chloride. Examples of suitable feed solutions include saline ground water or surface water, brine and seawater. Other examples include waste water streams, lake water, river water and pond water. Examples of waste water streams include industrial or agricultural waste water streams.
- The total dissolved salt concentration of the feed solution to the nanofiltration membrane may be at least 5,000 mg/l, for example, 5,000 to 140,000 mg/l. In one example, the total dissolved salt concentration of the feed solution to the nanofiltration membrane is at least 30,000 mg/l. The osmotic pressure of the feed may be at least 4 barg, for example, 4 to 130 barg.
- The nanofiltration membrane may be selected such that sufficient dissolved salt passes through the nanofiltration membrane, whereby the total dissolved salts concentration or osmotic pressure of the permeate solution on the permeate-side of the nanofiltration membrane is at least 30%, for example, at least 50% or at least 70% of the osmotic pressure of the solution fed to the nanofiltration membrane. For example, the osmotic pressure of the permeate solution on the permeate-side of the nanofiltration membrane is 50 to 90% of the osmotic pressure of the solution fed to the nanofiltration membrane.
- When withdrawn, the withdrawn portion of concentrated solution form the retentate-side of the nanofiltration membrane may have a total dissolved salts concentration that is at least 1.1 times, for example, at least 2 or 3 times the total dissolved salt concentration of the feed.
- When withdrawn, the withdrawn portion of concentrated solution form the retentate-side of the nanofiltration membrane may have an osmotic pressure that is at least 1.1 times, for example, at least 2 or 3 times the osmotic pressure of the feed.
- The membrane employed in the nanofiltration step may have an average (e.g. mean) pore size of 4 to 80 Angstroms. Preferably, the average (e.g. mean) pore size of the membrane is 20 to 70 Angstroms, more preferably 30 to 60 Angstroms, and most preferably 40 to 50 Angstroms. Pore size (e.g. mean pore size) may be measured using any suitable technique. For example, a differential flow method may be employed (Japan Membrane Journal, vol. 29; no. 4; pp. 227 -235 (2004)) or the use of salts, uncharged solutes and atomic force microscopy (Journal of Membrane Science 126 (1997) 91-105).
- The membranes used in the nanofiltration step may be cast as a “skin layer” on top of a support formed, for example, of a microporous polymer sheet. The resulting membrane may have a composite structure (e.g. a thin-film composite structure).
- Typically, the separation properties of the membrane are controlled by the pore size and electrical charge of the “skin layer”.
- Examples of suitable nanofiltration membranes include ESNA-1 (Hydranautics, Oceanside, Calif.), SR 90, NF-270, NF 90, NF 70,
NF 50,NF 40,NF 40 HF membranes (Dow FilmTech, Minneapolis, Minn.), TR-60, SU 600 membrane (Toray, Japan) and NRT 7450 and NTR 7250 membranes (Nitto Electric, Japan). - The nanofiltration membrane may be planar or take the form of a tube or hollow fibre. For example, a tubular configuration of hollow fine fibre membranes may be used. If desired, the membrane may be supported on a supporting structure, such as a mesh support. When a planar membrane is employed, the sheet may be rolled such that it defines a spiral in cross-section. When a tubular membrane is employed, one or more tubular membranes may be contained within a housing or shell. The solution may be introduced into the housing, whilst the solvent may be removed as a filtrate from the tubes or vice-versa.
- The nanofiltration step may also be carried out at an elevated pressure. For example, the nanofiltration step may be carried out at a pressure of 25 to 120 bar, preferably 40 to 100 bar, more preferably 50 to 80 bar. As mentioned above, solution from the retentate-side of the selective membrane of the reverse osmosis step is passed through the nanofiltration membrane. Since this solution is on the high pressure side of the membrane, it may not be necessary to apply further pressure to the solution as it passes through the nanofiltration membrane. However, it is possible to apply further pressure to the solution as it passes through the nanofiltration membrane, if desired.
- Any suitable reverse osmosis membrane may be used in the present invention. For example, the reverse osmosis membrane may have an average (e.g. mean) pore size of 0.5 to 80 Angstroms, preferably, 2 to 50 Angstroms. In a preferred embodiment, the membrane has an average (e.g. mean) pore size of from 3 to 30 Angstroms. Pore size (e.g. mean pore size) may be measured using any suitable technique. For example, a differential flow method may be employed (Japan Membrane Journal, vol. 29; no. 4; pp. 227 -235 (2004)) or the use of salts, uncharged solutes and atomic force microscopy (Journal of Membrane Science 126 (1997) 91-105).
- Suitable reverse osmosis membranes include integral membranes and composite membranes. Specific examples of suitable membranes include membranes formed of cellulose acetate (CA) and/or cellulose triacetate (CTA), such as or similar to those used in the study of McCutcheon et al., Desalination 174 (2005) 1-11 and membranes formed of polyamide (PA). An array of membranes may be employed.
- The reverse osmosis membrane may be planar or take the form of a tube or hollow fibre. For example, a tubular configuration of hollow fine fibre membranes may be used. If desired, the membrane may be supported on a supporting structure, such as a mesh support. When a planar membrane is employed, the sheet may be rolled such that it defines a spiral in cross-section. When a tubular membrane is employed, one or more tubular membranes may be contained within a housing or shell.
- The reverse osmosis membrane may be carried out at an elevated pressure to drive the (liquid) solution through the membrane. For example, the reverse osmosis step may be carried out at a pressure of 25 to 120 bar, preferably 50 to 100 bar, more preferably 60 to 80 bar.
- These and other aspects of the present invention will now be described with reference to the accompanying drawings in which:
-
FIG. 1 is a schematic drawing of a system for performing a first embodiment of the process of the present invention; -
FIG. 2 is a schematic drawing of a system for performing a second embodiment of the process of the present invention; -
FIG. 3 is a schematic drawing of a system for performing a third embodiment of the process of the present invention; and -
FIG. 4 is a schematic drawing of a system for performing a fourth embodiment of the process of the present invention. - Referring to
FIG. 1 , this drawing depicts a system comprising ananofiltration membrane unit 10 comprising ananofiltration membrane 10 a and a reverseosmosis membrane unit 12 comprising areverse osmosis membrane 12 a. In use, a feed solution (e.g. wastewater) comprising solutes dissolved in a solvent is contacted with one side of thenanofiltration membrane 10 a. Hydraulic pressure is applied to the feed solution, such that solvent (water) and some of the dissolved salts from the feed solution flow through the nanofiltration membrane to provide apermeate solution 14 on the permeate-side of thenanofiltration membrane 10 a and aconcentrated solution 16 on the retentate-side of the nanofiltration membrane. - The
permeate solution 14 from thenanofiltration membrane 10 a is withdrawn viaconduit 18 and contacted with one side of thereverse osmosis membrane 12 a. Hydraulic pressure is applied to the solution, such that solvent from the solution flows through thereverse osmosis membrane 12 a to leave aconcentrated solution 20 on the retentate-side of thereverse osmosis membrane 12 a and aproduct solution 22 on the permeate side of thereverse osmosis membrane 12 a. Theproduct solution 22 advantageously has a relatively low solute (e.g. salt) concentration. - The
concentrated solution 20 from the retentate-side of thereverse osmosis membrane 12 a is withdrawn viaconduit 26 and used as at least part of the feed solution to thenanofiltration membrane 10 a. In this embodiment, it can be combined with fresh feed (e.g. wastewater) inconduit 8 and the combined stream may be fed to thenanofiltration unit 10. - At least a portion of the
concentrated solution 16 from the retentate-side of thenanofiltration membrane 10 a is withdrawn viaconduit 24. Thissolution 24 may be disposed of or further concentrated, for example, using thermal methods (not shown). As thesolution 24 is highly concentrated, the volume of concentrated waste requiring treatment/disposal is relatively small as compared, for instance, to the volume of concentrated waste that would be produced using reverse osmosis (RO) alone. - The feed (e.g. wastewater) may contain divalent cations and/or anions, for example, calcium, magnesium, strontium and/or barium cations, and/or sulphate and/or carbonate anions. The initial concentration of divalent cations and anions is higher than the concentration of monovalent cations and anions in the feed. For example, the initial concentration of divalent cations or anions may be at 20 to 90% of the total cation and anion concentration in the feed.
- Monovalent cations and monovalent anions may be added to the feed solution via
line 50 before the feed solution is contacted with the nanofiltration membrane. The monovalent cation and/or monovalent anion may be added in the form of solid salt (e.g. sodium chloride) or as a salt solution (e.g. sodium chloride solution). The monovalent cation and/or monovalent anion may be added to ensure that, when the resultant feed is passed through the nanofiltration membrane, the osmotic pressure of the permeate solution on the permeate-side of the nanofiltration membrane is at least 50% of the osmotic pressure of the feed solution. - Nanofiltration membranes typically have relatively high monovalent solute permeability relative to multivalent (e.g. divalent and trivalent) solute permeability. Therefore, the nanofiltration membrane may limit the passage of multivalent solutes from the feed solution through the membrane, thus limiting the solute concentration and osmotic pressure of the permeate from the nanofiltration membrane. In such cases a monovalent solute solution (for example sodium chloride) could be dosed to the feed solution. Because a nanofiltration membrane has a relatively high permeability to monovalent solutes, the solute concentration and osmotic pressure of the permeate from the nanofiltration membrane would be increased by the addition of the monovalent solutes. The permeate from the nanofiltration membrane is contacted with one side of a reverse osmosis membrane and the monovalent solutes in the nanofiltration membrane permeate would be retained on the retentate side of the reverse osmosis membrane and re-introduced to the nanofiltration feed.
-
FIG. 2 depicts a system for performing an alternative embodiment of the process described with reference toFIG. 1 . Like parts have been labelled with like reference numerals. Like inFIG. 1 , a monovalent cations and/or anions (e.g. sodium chloride) may be added to the feed vialine 50. However, in this embodiment, theconcentrated solution 20 from the retentate-side of thereverse osmosis membrane 12 a is withdrawn viaconduit 26 and used wholly as the feed solution to thenanofiltration membrane 10 a. Unlike the embodiment depicted inFIG. 1 , theconcentrated solution 20 is not combined with fresh feed (e.g. wastewater). However, the feed to thereverse osmosis unit 12 is only formed in part by the permeate (see conduit 18) from thenanofiltration membrane 10 a. This permeate is combined with fresh feed (e.g. wastewater) fromconduit 8 and the combined feed is introduced into thereverse osmosis unit 12. -
FIG. 3 depicts a system for performing a third embodiment of the process of the present invention. The system is similar to that described inFIG. 1 and like parts have been labelled with like numerals. Like inFIG. 1 , a monovalent cations and/or anions (e.g. sodium chloride) may be added to the feed vialine 50. However, in this embodiment, the withdrawn portion (see conduit 24) of theconcentrated solution 16 from the retentate-side of thenanofiltration membrane 10 a is concentrated by contacting the withdrawn portion with one side of a further semi-permeable membrane (e.g. a further nanofiltration membrane) 28. The withdrawn portion (see conduit 24) may optionally be combined with fresh feed prior to contact with the furthersemi-permeable membrane 28. Hydraulic pressure is then applied, such that water from the withdrawn portion flows through the further semi-permeable membrane 28 (e.g. a further nanofiltration membrane) to provide apermeate solution 30 on the permeate-side of the furthersemi-permeable membrane 28 and a retentate solution on the retentate-side of the further semi-permeable membrane. The retentate solution on the retentate-side of the furthersemi-permeable membrane 28 is withdrawn viaconduit 32 and disposed of or concentrated further prior to disposal. Thepermeate 30 is withdrawn viaconduit 34 where it is combined with the concentrated solution from thereverse osmosis unit 12 inconduit 26 and introduced into thenanofiltration membrane unit 10. -
FIG. 4 depicts a system for performing a fourth embodiment of the process of the present invention. The system is similar to that described inFIG. 1 and like parts have been labelled with like numerals. Like inFIG. 1 , a monovalent cations and/or anions (e.g. sodium chloride) may be added to the feed vialine 50. However, prior to being used as at least a portion of the feed to thenanofiltration membrane 10 a, theconcentrated solution 20 from the retentate-side of thereverse osmosis membrane 12 a is passed through an additional semi-permeable membrane 40 (e.g. an additional nanofiltration membrane) to provide apermeate solution 42 on the permeate-side of the additionalsemi-permeable membrane 40 and a retentate solution 44 on the retentate-side of the additionalsemi-permeable membrane 40. Thepermeate solution 42 is used as the feed to thenanofiltration membrane 10 a. In this embodiment, rather than being e.g.untreated wastewater 46, the feed to thenanofiltration unit 10 iswastewater 46 that has been pre-treated in thereverse osmosis unit 12 and by the additionalsemi-permeable membrane 40. - The retentate solution on the retentate-side of the additional semi-permeable membrane is withdrawn via
conduit 48 and disposed of or further concentrated. - In this embodiment, the withdrawn portion of
concentrated solution 16 on the retentate-side of thenanofiltration membrane 10 a is withdrawn viaconduit 24 and is concentrated by passing said withdrawn portion through the additionalsemi-permeable membrane 40. The feed to the additionalsemi-permeable membrane 40, therefore, consists of theconcentrated solution 20 from the retentate-side of thereverse osmosis membrane 12 a as well as theconcentrated solution 16 that is withdrawn from thenanofiltration unit 10 viaconduit 24. When hydraulic pressure is applied, apermeate solution 42 is provided on the permeate-side of thesemi-permeable membrane 40 and a retentate solution on the retentate-side of the membrane. The retentate is withdrawn viaconduit 48 as described above. - The additional
semi-permeable membrane 40 may be a nanofiltration membrane. - In this modelled Example, a waste water stream having a total dissolved salts (TDS) concentration of 43218 g/l and an osmotic pressure of 34 barg was treated using the embodiment of the invention shown schematically in
FIG. 1 .FIG. 5 shows the points at which the flow streams were sampled and analysed. Table 1 below shows the TDS, pressures, osmotic pressures and flow rates of the various streams. As can be seen from Table 1, 68% of the water in the waste water stream was recovered using this embodiment of the invention (N.B. system recovery=(flow of product water)/(flow of feed water) or the percentage of the feed water that is converted to product water. -
TABLE 1 STREAM 1 2 3 4 5 6 TDS (mg/l) 43218 61453 45267 86269 133503 868 Pressure (barg) 0 50 77 75 46 0 Osmotic Pressure 34 50 36 73 119 1 (barg) Flow (m3/hr) 100 174 142 74 32 68 System Recovery 68 (%) - In this modelled Comparative Example, the waste water stream treated in Example 1 was treated using the process shown schematically in
FIG. 6 .FIG. 6 depicts a process that is similar to that shown inFIGS. 1 and 5 , except that the concentrated solution from the retentate-side of the reverse osmosis membrane is not used as at least part of the feed solution to the nanofiltration membrane. Instead, this concentrated solution is combined with the concentrated solution from the retentate-side of the nanofiltration membrane and withdrawn for disposal. Table 2 below shows the TDS, pressures, osmotic pressures and flow rates of the various streams. As can be seen from Table 2, only 56% of the water in the waste water stream was recovered using the process depicted inFIG. 6 . Furthermore, the TDS of the concentrated waste stream is less than the maximum TDS achieved in Example 1. -
TABLE 2 STREAM 1 2 3 4 5 6 TDS (mg/l) 43218 33634 129119 89012 98257 750 Pressure (barg) 50 77 50 76 50 0 Osmotic Pressure 34 27 109 76 83 1 (barg) Flow (m3/hr) 100 90 10 34 44 56 System Recovery 56 (%) - Comparative Example 3
- In this modelled Comparative Example, the waste water stream treated in Example 1 was treated using the process shown schematically in
FIG. 7 .FIG. 7 depicts a standard reverse osmosis process in which the feed waste water stream is contacted with a reverse osmosis membrane. Hydraulic pressure is applied to produce product water on the permeate side of the reverse osmosis membrane. The concentrated solution on the retentate side of the reverse osmosis membrane is withdrawn. Table 3 below shows the TDS, pressures, osmotic pressures and flow rates of the various streams. As can be seen from Table 3, only 49% of the water in the waste water stream was recovered using the process ofFIG. 7 . Furthermore, the TDS of the concentrated waste stream is less than the maximum TDS achieved in Example 1. - The Examples above were modelled using DOW membrane software package (ROSA) and a simple mass balance to determine stream data not provided directly by the DOW projections. All projections were run at 30° C.
-
TABLE 3 STREAM 1 2 3 TDS (mg/l) 43218 84178 722 Pressure (barg) 77 74 0 Osmotic Pressure (barg) 34 70 1 Flow (m3/hr) 100 51 49 System Recovery (%) 49
Claims (21)
1. A process for separating solvent from a feed solution, said process comprising:
contacting a feed solution comprising solutes dissolved in a solvent with one side of a nanofiltration membrane,
applying hydraulic pressure to the feed solution, such that solvent and some of the dissolved salts from the feed solution flow through the nanofiltration membrane to provide a permeate solution on the permeate-side of the nanofiltration membrane and a concentrated solution on the retentate-side of the nanofiltration membrane;
contacting the permeate solution from the nanofiltration membrane with one side of a reverse osmosis membrane and applying hydraulic pressure to the permeate solution, such that solvent from the permeate solution flows through the reverse osmosis membrane to leave a concentrated solution on the retentate-side of the reverse osmosis membrane,
using the concentrated solution from the retentate-side of the reverse osmosis membrane as at least part of the feed solution to the nanofiltration membrane;
withdrawing at least a portion of the concentrated solution from the retentate-side of the nanofiltration membrane.
2. The process as claimed in claim 1 , whereby, if the withdrawn portion of the concentrated solution from the retentate-side of the nanofiltration membrane is contacted with a further membrane, the further membrane has an average pore size or permeability that is no more than 100 times greater than the average pore size or permeability of the nanofiltration membrane.
3. The process as claimed in claim 1 , wherein the withdrawn portion of the concentrated solution from the retentate-side of the nanofiltration membrane is
i) disposed of;
ii) further concentrated prior to disposal; or
iii) contacted with one side of a direct osmosis membrane to draw water from source water on the opposite side of the direct osmosis membrane by direct osmosis.
4. The process as claimed in claim 3 , wherein the withdrawn portion of concentrated solution from the retentate-side of the nanofiltration membrane is concentrated using a membrane, thermal evaporator or crystalliser.
5. The process as claimed in claim 1 , wherein the nanofiltration membrane is selected such that sufficient dissolved solute passes through the nanofiltration membrane, whereby the osmotic pressure of the permeate solution on the permeate-side of the nanofiltration membrane is at least 50% of the osmotic pressure of the feed solution.
6. The process as claimed in claim 1 , wherein the concentrated solution from the retentate-side of the reverse osmosis membrane is combined with a further salt solution and the combined stream used as the feed solution to the nanofiltration membrane.
7. The process as claimed in claim 1 , wherein the permeate solution from the nanofiltration membrane is combined with a further salt solution and the combined stream contacted with one side of the reverse osmosis membrane.
8. The process as claimed in claim 3 , wherein the withdrawn portion of the concentrated solution from the retentate-side of the nanofiltration membrane is concentrated by contacting said withdrawn portion with one side of a further semi-permeable membrane, and applying hydraulic pressure to said withdrawn portion, such that solvent from said portion flows through the further semi-permeable membrane to provide a permeate solution on the permeate-side of the further semi-permeable membrane and a retentate solution on the retentate-side of the further semi-permeable membrane, wherein the retentate solution on the retentate-side of the further semi-permeable membrane is withdrawn and disposed of or concentrated further prior to disposal.
9. The process as claimed in claim 8 , wherein the permeate solution from permeate-side of the further semi-permeable membrane is combined with the concentrated solution from the retentate-side of the reverse osmosis membrane and introduced into the nanofiltration membrane.
10. The process as claimed in claim 8 , wherein the further semi-permeable membrane is a nanofiltration membrane.
11. The process as claimed in claim 1 , wherein, prior to being used as at least a portion of the feed solution to the nanofiltration membrane, the concentrated solution from the retentate-side of the reverse osmosis membrane is passed through an additional semi-permeable membrane to provide a permeate solution on the permeate-side of the additional semi-permeable membrane and a retentate solution on the retentate-side of the additional semi-permeable membrane, which permeate solution is used as at least a portion of the feed to the nanofiltration membrane.
12. The process as claimed in claim 11 , wherein the retentate solution on the retentate-side of the additional semi-permeable membrane is withdrawn and disposed of or further concentrated.
13. The process as claimed in claim 11 , wherein the withdrawn portion of concentrated solution on the retentate-side of the nanofiltration membrane is concentrated by passing said withdrawn portion through the additional semi permeable membrane and applying hydraulic pressure to said withdrawn portion such that solvent from said portion flows through the membrane to provide a permeate solution on the permeate-side of the semi-permeable membrane and a retentate solution on the retentate-side of the membrane, which retentate is withdrawn and disposed of or concentrated further prior to disposal.
14. The process as claimed in claim 13 , wherein the withdrawn portion of concentrated solution on the retentate-side of the nanofiltration membrane is combined with the concentrated solution from the retentate-side of the reverse osmosis membrane and the combined stream is passed through the additional semi-permeable membrane.
15. The process as claimed in claim 11 , wherein the additional semi-permeable membrane is a nanofiltration membrane.
16. The process as claimed in claim 1 , wherein the solution that permeates the reverse osmosis membrane is withdrawn as product water.
17. The process as claimed in claim 1 , wherein, when withdrawn, the withdrawn portion of concentrated solution form the retentate-side of the nanofiltration membrane may have a total dissolved salts concentration of at least 90,000 mg/l.
18. The process as claimed in claim 1 , wherein the feed solution has an initial concentration of multivalent cations and multivalent anions that is greater than the concentration of monovalent cations and monovalent anions, and wherein the process further comprises the step of adding monovalent cation and/or monovalent anion to the feed solution before the feed solution is contacted with the nanofiltration membrane.
19. The process as claimed in claim 18 , wherein the monovalent cation and/or monovalent anion is added to the feed solution to raise the osmotic pressure of the permeate solution on the permeate-side of the nanofiltration membrane to at least 50% of the osmotic pressure of the feed solution.
20. The process as claimed in claim 18 , wherein the withdrawn portion of the concentrated solution from the retentate-side of the nanofiltration membrane is concentrated by contacting said withdrawn portion with one side of a further nanofiltration membrane, and applying hydraulic pressure to said withdrawn portion, such that solvent from said portion flows through the further nanofiltration membrane to provide a permeate solution on the permeate-side of the further nanofiltration membrane and a retentate solution on the retentate-side of the further nanofiltration membrane, wherein the retentate solution on the retentate-side of the further nanofiltration membrane is withdrawn and disposed of or concentrated further prior to disposal.
21. The process as claimed in claim 20 , wherein, prior to contact with the further nanofiltration membrane, monovalent cation and/or monovalent anion are added to the withdrawn portion.
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US20150014248A1 (en) * | 2013-07-15 | 2015-01-15 | Hydration Systems, Llc | Method and system for generating strong brines |
IN2014DE02410A (en) | 2013-08-23 | 2015-07-03 | Aquatech Int Corp | |
AU2015350166B2 (en) | 2014-11-17 | 2021-04-01 | Massachusetts Institute Of Technology | Concentration control in filtration systems, and associated methods |
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2015
- 2015-02-02 GB GBGB1501684.3A patent/GB201501684D0/en not_active Ceased
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2016
- 2016-02-01 WO PCT/GB2016/050222 patent/WO2016124902A1/en active Application Filing
- 2016-02-01 CN CN201680008423.5A patent/CN107206320B/en not_active Expired - Fee Related
- 2016-02-01 EP EP16702794.5A patent/EP3253478A1/en not_active Withdrawn
- 2016-02-01 JP JP2017558791A patent/JP2018503514A/en active Pending
- 2016-02-01 US US15/548,081 patent/US20180015415A1/en not_active Abandoned
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2017
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2020
- 2020-04-17 US US16/852,134 patent/US11439953B2/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20210147273A1 (en) * | 2019-04-01 | 2021-05-20 | Saline Water Conversion Corporation | Desalination brine concentration system and method |
US11884567B2 (en) * | 2019-04-01 | 2024-01-30 | Saline Water Conversion Corporation | Desalination brine concentration system and method |
Also Published As
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ZA201705446B (en) | 2019-03-27 |
GB201501684D0 (en) | 2015-03-18 |
US20200316526A1 (en) | 2020-10-08 |
WO2016124902A1 (en) | 2016-08-11 |
CN107206320A (en) | 2017-09-26 |
CN107206320B (en) | 2020-12-25 |
EP3253478A1 (en) | 2017-12-13 |
JP2018503514A (en) | 2018-02-08 |
US11439953B2 (en) | 2022-09-13 |
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