ENERGY EFFICIENT WATER PURIFICATION AND DESALINATION
20170362094 · 2017-12-21
Inventors
Cpc classification
C02F2101/22
CHEMISTRY; METALLURGY
Y02P70/10
GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
Y02A20/124
GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
B01D1/0058
PERFORMING OPERATIONS; TRANSPORTING
Y02A20/131
GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
B01D5/0036
PERFORMING OPERATIONS; TRANSPORTING
C02F2209/10
CHEMISTRY; METALLURGY
C02F2201/003
CHEMISTRY; METALLURGY
Y02W10/37
GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
B01D5/006
PERFORMING OPERATIONS; TRANSPORTING
C02F2209/003
CHEMISTRY; METALLURGY
C02F1/20
CHEMISTRY; METALLURGY
C02F2209/001
CHEMISTRY; METALLURGY
B01D5/0069
PERFORMING OPERATIONS; TRANSPORTING
B01D1/305
PERFORMING OPERATIONS; TRANSPORTING
International classification
B01D1/30
PERFORMING OPERATIONS; TRANSPORTING
C02F1/20
CHEMISTRY; METALLURGY
Abstract
A desalination system that can comprise an inlet, an optional preheating stage, multiple evaporation chambers and optional demisters, product condensers, a waste outlet, one or more product outlets, a nested configuration that facilitates heat transfer and recovery and a control system. The control system can permit operation of the purification system continuously with minimal user intervention or cleaning. The desalination system can operate with any number of pre-treatment methods for descaling, and with degassing systems to eliminate or reduce hydrocarbons and dissolved gases. The system is capable of removing, from a contaminated water sample, a plurality of contaminant types including microbiological contaminants, radiological contaminants, metals, and salts.
Claims
1. A water purification and desalination system comprising a nested arrangement of boilers and condensers wherein the system is capable of removing, from a contaminated water sample, a plurality of contaminant types including: microbiological contaminants, radiological contaminants, metals, and salts, while recovering the energy of distillation once or multiple times; wherein the system comprises one or more heat transfer devices selected from the group consisting of heat pipes, thermosiphons, and heat spreaders.
2. The system of claim 1, wherein energy is provided to the system from an energy source selected from the group consisting of electricity, geothermal, solar energy, steam, coal, oil, hydrocarbons, natural gas, waste heat, working fluid from recuperators, solar heaters, economizers, and the like, and any combination thereof.
3. The system of claim 1, wherein the water sample is selected from the group consisting of tap water, industrial waste water, municipal waste water, seawater, saline brines and waters contaminated by agricultural activities, gasoline additives, heavy toxic metals, germs, bacteria, or salts.
4. (canceled)
5. The system of claim 1, wherein the desalination section comprises an inlet, a preheater, a degasser, one or more evaporation chambers, one ore more demisters, one or more product condensers, a waste outlet, a one or more product outlets, a heating chamber, and a control system.
6. The system of claim 5, wherein water purified in the system has levels of all contaminant types below the levels shown in Table 1, when the contaminated water has levels of the contaminant types that are up to 20,000 times greater than the levels shown in Table 1.
7. The system of claim 1, wherein a volume of water produced is between about 20% and about 99% of a volume of input water.
8. The system of claim 1, wherein the system does not require cleaning through at least one month of continuous use.
9. (canceled)
10. (canceled)
11. The system of claim 1, comprising a nested configuration of concentric circular tanks, rectangular tanks, or spiral tanks.
12. The system of claim 11, wherein the incoming saline water flows inward and is preheated, the heat energy flows outward together with the product water, and waste brine is progressively concentrated and peripherally discharged.
13. (canceled)
14. (canceled)
15. The system of claim 5, wherein the heating chamber is located at a center of a nested arrangement of boilers and condensers.
16. The system of claim 5, wherein the demister is positioned proximate to the evaporation chamber.
17. The system of claim 5, wherein steam from the evaporation chamber enters the demister under pressure.
18. A method of purifying and desalinating water using the system of claim 1, comprising the steps of: preheating incoming contaminated water, the water comprising at least one contaminant in a first concentration; maintaining the water in an evaporation chamber, under conditions permitting formation of steam; condensing the clean steam to yield purified water, comprising at least one contaminant in a second concentration, wherein the second concentration is lower than the first concentration; recovering and transferring heat (the heat of condensation) from a condenser chamber into an adjacent boiling or pre-heating chamber; repeating the evaporation and condensation multiple times in order to re-use the energy while maximizing clean water production.
19. The method of claim 18, wherein the amount of heat recovered is at least 80% of the heat of condensation in each boiling and condensing cycle.
20. The method of claim 18, wherein the amount of heat recovered is greater than 90% of the heat of condensation in each boiling and condensing cycle.
21. The method of claim 18 comprising additional steps of: discharging steam from the evaporation chamber to a demister; separating clean steam from contaminant-containing waste in the demister; and repeating the evaporation and condensation multiple times.
22. The method of claim 18, wherein a nested arrangement of boilers, condensers, and preheater chambers is enclosed in a metal shell with thermal insulation.
23. The system of claim 1, further comprising a pre-treatment section.
24. The system of claim 1, wherein the system uses heat transfer by thermal conductivity through the wall(s) separating boiler(s) and condensers.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
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[0020]
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DETAILED DESCRIPTION
[0027] Thermal distillation systems, such as those described by LeGolf et. al. (U.S. Pat. No. 6,635,150 B1), include multiple effect distillation (MED) system which rely on multiple evaporation and condensation steps that operate under vacuum in order to effect evaporation at temperatures lower than the normal point of boiling of water. Such technologies are commercially used for desalination in various countries, but they all operate according to different physico-chemical principles. For example, MED systems, as well as multiple stage flash (MSF) and vapor compression (VC) all require vacuum, which determines that the product water is not sterilized because evaporation occurs at temperatures lower than those needed for sterilization; also, vacuum systems tend to leak and require mechanical reinforcements. In addition, heat transfer and heat recovery in MED, MSF, and VC systems involve heat exchange across membranes or thin metal surfaces, but heat exchangers are prone to fouling and scale formation and require frequent maintenance.
[0028] More recently, Thiers (U.S. Pat. No. 8,771,477 B2; USPTO application Ser. No. 14/309,722; and WO 2013/036804 PCT/US2012/054221) described large scale embodiments for a desalination system based on a vertical arrangement of distillation stages that reuses the heat of evaporation multiple times. However, even though the embodiments described by Thiers for a large-scale desalination and water treatment are quite efficient from an energy consumption standpoint and are significantly more efficient than conventional desalination technologies (i.e., RO, and thermal distillation systems like MSF, MED and VC)), those configurations retain substantial surface area which can lead to undesirable thermal wall losses. There is a need for industrial configurations that minimize surface area and industrial footprint and, thus, further optimize energy consumption.
[0029] Numerous pre-treatment methods are currently being used for reducing scale-forming compounds prior to water treatment and desalination. Some are based on chemical precipitation of calcium, magnesium and similar divalent cations (e.g., Thiers WO 2010/118425 A1/PCT US2010/030759), others rely on ion exchange, and still others utilize electromagnetic activation for water softening. In general, the selection of pre-treatment method is site and industry specific, and the present invention can operate with any of them.
[0030] There is a need for inexpensive and effective desalination and water treatment systems that are continuous and largely self-cleaning, that resist corrosion and scaling, that are modular and thus, compact, that recover a major fraction of the input water while producing a highly concentrated waste brine that crystallizes into a solid salt cake, and that are relatively inexpensive and low-maintenance.
[0031] Embodiments of the invention are disclosed herein, in some cases in exemplary form or by reference to one or more Figures. However, any such disclosure of a particular embodiment is exemplary only, and is not indicative of the full scope of the invention.
[0032] Embodiments of the invention include systems, methods, and apparatus for water purification and desalination. Some embodiments provide broad spectrum water purification that is fully automated and that does not require cleaning or user intervention other than regular or scheduled maintenance over very long periods of time. For example, systems disclosed herein can run without user control or intervention for 1, 2, 4, 6, 8, 10, or 12 months, or longer. In preferred embodiments, the systems can run automatically for 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, or 15 years, or more.
[0033] Embodiments of the invention thus provide a water purification and desalination system including at least an inlet for saline water, contaminated water, or seawater, a preheater, an optional degasser, one or more evaporation chambers, one or more optional demisters, one or more product condensers with one or more product outlets, a waste outlet, and a control system, wherein product water exiting the outlet(s) is substantially pure, and wherein the control system permits operation of the purification system continuously without requiring user intervention. In some embodiments, the volume of product water produced is at least about 20, 25, 30, 35, 40, 45, 50, 55, 60, 65, 70, 75, 80, 85, 90, 95, 96, 97, 98, or 99%, or more, of the volume of input water. Thus the system is of great benefit in conditions in which there is relatively high expense or inconvenience associated with obtaining inlet water and/or disposing of wastewater. The system is significantly more efficient in terms of its production of product water per unit of input water or wastewater, than many other systems.
Water Purity and Product Water Quality
[0034] Substantially pure water can be, in some embodiments, water that meets any of the following criteria: water purified to a purity, with respect to any contaminant, that is at least 25, 30, 35, 40, 45, 50, 55, 60, 65, 70, 75, 80, 85, 90, 95, 100, 125, 150, 175, 200, 250, 500, 750, 1000, or more, times greater purity than the inlet water. In other embodiments, substantially pure water is water that is purified to one of the foregoing levels, with respect to a plurality of contaminants present in the inlet water. That is, in these embodiments, water purity or quality is a function of the concentration of an array of one or more contaminants, and substantially pure water is water that has, for example, a 25-fold or greater ratio between the concentration of these contaminants in the inlet water as compared to the concentration of the same contaminants in the product water.
[0035] In other embodiments, water purity can be measured by conductivity, where ultrapure water has a conductivity typically less than about 1 μSiemens, and distilled water typically has a conductivity of about 5. In such embodiments, conductivity of the product water is generally between about 1 and 7, typically between about 2 and 6, preferably between about 2 and 5, 2 and 4, or 2 and 3. Conductivity is a measure of total dissolved solids (TDS) and is a good indicator of water purity with respect to salts, ions, minerals, and the like.
[0036] Alternatively, water purity can be measured by various standards such as, for example, current U.S. Environmental Protection Agency (EPA) standards as listed in Table 1 and Table 2, as well as other accepted standards as listed in Table 2. Accordingly, preferred embodiments of the invention are capable of reducing any of one or more contaminants from a broad range of contaminants, including, for example, any contaminant(s) listed in Table 1, wherein the final product water has a level for such contaminant(s) at or below the level specified in the column labeled “MCL” (maximum concentration level) where the inlet water has a level for such contaminant(s) that is up to about 25-fold greater than the specified MCL. Likewise, in some embodiments and for some contaminants, systems of the invention can remove contaminants to MCL levels when the inlet water has a 30-, 40-, 50-, 60-, 70-, 80-, 90-, 100-, 150-, 250-, 500-, 1000-, or 20000-fold or more; higher contamination than the MCL or the product water.
[0037] While the capacity of any system to remove contaminants from inlet water is to some extent a function of the total impurity levels in the inlet water, systems of the invention are particularly well suited to remove a plurality of different contaminants, of widely different types, from a single feed stream, producing water that is comparable to distilled water and is in some cases comparable to ultrapure water. It should be noted that the “Challenge Water” column in Table 1 contains concentration levels for contaminants in water used in EPA tests. Some embodiments of water purification systems of the invention typically can remove much greater amounts of initial contaminants than the amounts listed in this column. However, of course, contaminant levels corresponding to those mentioned in the “Challenge Water” column are likewise well within the scope of the capabilities of embodiments of the invention.
TABLE-US-00001 TABLE 1 Challenge Units Protocol MCL Water Metals Aluminum ppm 0.2 0.6 Antimony ppm 0.006 0.1 Arsenic ppm 0.01 0.1 Beryllium ppm 0.004 0.1 Boron ppb 20 Chromium ppm 0.1 0.1 Copper ppm 1.3 1.3 Iron ppm 0.3 8 Lead ppm 0.015 0.1 Manganese ppm 0.05 1 Mercury ppm 0.002 0.1 Molybdenum ppm 0.01 Nickel ppm 0.02 Silver ppm 0.1 0.2 Thallium ppm 0.002 0.01 Vanadium ppm 0.1 Zinc ppm 5 5 Subtotal of entire mix 36.84 Inorganic salts Bromide ppm 0.5 Chloride ppm 250 350 Cyanide ppm 0.2 0.4 Fluoride ppm 4 8 Nitrate, as NO3 ppm 10 90 Nitrite, as N2 ppm 1 2 Sulfate ppm 250 350 Subtotal of entire mix 800.9 Fourth Group: 2 Highly volatile VOCs + 2 non-volatiles Heptachlor ppm EPA525.2 0.0004 0.04 Tetrachloroethylene-PCE ppm EPA524.2 0.00006 0.02 Epichlorohydrin ppm 0.07 0.2 Pentachlorophenol ppm EPA515.4 0.001 0.1 Subtotal of entire mix 0.36 Fifth Group: 2 Highly volatile VOCs + 2 non-volatiles Carbon tetrachloride ppm EPA524.2 0.005 0.01 m,p-Xylenes ppm EPA524.2 10 20 Di(2-ethylhexyl) adipate ppm EPA525.2 0.4 0.8 Trichloro acetic acid ppm SM6251B 0.06 0.12 Subtotal of entire mix 21.29 Sixth Group: 3 Highly volatile VOCs + 3 non-volatiles 1,1-dichloroethylene ppm 0.007 0.15 Ethylbenzene ppm EP524.2 0.7 1.5 Aldrin ppm EPA505 0.005 0.1 Dalapon (2,2,-Dichloropropionic acid) ppm EPA515.4 0.2 0.4 Carbofuran (Furadan) ppm EPA531.2 0.04 0.1 2,4,5-TP (silvex) ppm EPA515.4 0.05 0.1 Subtotal of entire mix 2.35 Seventh Group: 3 Highly volatile VOCs+ 3 non-volatiles Trichloroethylene—TCE ppm EPA524.2 0.005 0.1 Toluene ppm EPA524.2 1 2 1,2,4 Trichlorobenzene ppm EPA524.2 0.07 0.15 2,4-D ppm EPA515.4 0.07 0.15 Alachlor (Alanex) ppm EPA525.2 0.002 0.1 Simazine ppm EPA525.2 0.004 0.1 Subtotal of entire mix 2.6 Eighth Group: 3 Highly volatile VOCs + 3 non-volatiles Vinylchloride (chloroethene) ppm EPA524.2 0.002 0.1 1,2-dichlorobenzene (1,2 DCB) ppm EPA524.2 0.6 1 Chlorobenzene ppm EPA524.2 0.1 0.2 Atrazine ppm EPA525.2 0.003 0.1 Endothal ppm EPA548.1 0.01 0.2 Oxamyl (Vydate) ppm EPA531.2 0.2 0.4 Subtotal of entire mix 2 Ninth Group: 3 Highly volatile VOCs + 3 non-volatiles Styrene ppm EPA524.2 0.1 1 Benzene ppm EPA524.2 0.005 0.2 Methoxychlor ppm EPA525.2/505 0.04 0.1 Glyphosate ppm EPA547 0.7 1.5 Pichloram ppm EPA515.4 0.5 1 1,3-dichlorobenzene (1,3 DCB) ppm EPA524.2 0.075 0.15 Subtotal of entire mix 3.95 Tenth Group: 3 Highly volatile VOCs + 3 non-volatiles 1,2-dichloropropane (DCP) ppm EPA524.2 0.005 0.1 Chloroform ppm EPA524.2 80 0.1 Bromomethane (methyl bromide) ppm EPA524.2 0.1 PCB1242 Arochlor ppb EPA 505 0.5 1 Chlordane ppm EPA525.2/505 0.002 0.2 MEK-Methylehtylketone (2-butanone) ppb EPA524.2 0.2 Subtotal of entire mix 1.7 Eleventh Group: 4 volatile VOCs +5 non-volatile PCBs 2,4-DDE (dichlorodiphenyl dichloroethylene) ppm EPA525.2 0.1 Bromodichloromethane ppb EPA524.2 80 0.1 1,1,1-Trichloroethane (TCA) ppm EPA524.2 0.2 0.4 Bromoform ppm EPA524.2 80 0.1 PCB 1221 Arochlor ppm EPA 505 0.5 0.05 PCB1260 Arochlor ppm EPA 505 0.5 0.05 PCB 1232 Arochlor ppm EPA 505 0.5 0.05 PCB 1254 Arochlor ppm EPA 505 0.5 0.05 PCB1016 Arochlor ppm EPA 505 0.5 0.05 Subtotal of entire mix 0.95 Group No 12: 5 volatile VOCs + 5 non-volatile PCBs dichloromethane (DCM) Methylenechloride ppm EPA524.2 0.005 0.1 1,2-dichloroethane ppm 0.005 0.1 Lindane (gamma BHC) ppm EPA525.2 0.0002 0.05 Benzo(a) pyrene ppm EPA525.2 0.0002 0.05 Endrin ppm EPA525.2/505 0.002 0.05 1,1,2-Trichloroethane (TCA) ppm EPA524.2 0.005 0.05 MTBE ppm EPA524.2 0.05 Ethylene dibromide—EDB ppm EPA504.1 0.00005 0.05 Dinoseb ppm EPA515.4 0.007 0.05 Di(2-ethylhexyl) phthalate (DEHP) ppm EPA525.2 0.006 0.05 Subtotal of entire mix 0.5 Group No 13: Balance of 6 VOCs Chloromethane (methyl chloride) ppm EPA524.2 0.1 Toxaphene ppm EPA 505 0.003 0.1 trans-1,2-dichloroethylene ppm EPA524.2 0.1 0.2 Dibromochloromethane ppm EPA524.2 80 0.05 cis-1,2-dichloroethylene ppm EPA524.2 0.07 0.05 1,2-Dibromo-3-Chloro propane ppm EPA504.1 0.0002 0.05
[0038] Determination of water purity and/or efficiency of purification performance can be based upon the ability of a system to remove a broad range of contaminants. For many biological contaminants, the objective is to remove substantially all live contaminants. Table 2 lists additional common contaminants of source water and standard protocols for testing levels of the contaminants. The protocols listed in Tables 1 and 2, are publicly available at hypertext transfer protocol www.epa.gov/safewater/mcl.html#mcls for common water contaminants; Methods for the Determination of Organic Compounds in Drinking Water, EPA/600/4-88-039, December 1988, Revised, July 1991. Methods 547, 550 and 550.1 are in Methods for the Determination of Organic Compounds in Drinking Water—Supplement I, EPA/600-4-90-020, July 1990. Methods 548.1, 549.1, 552.1 and 555 are in Methods for the Determination of Organic Compounds in Drinking Water—Supplement II, EPA/600/R-92-129, August 1992. Methods 502.2, 504.1, 505, 506, 507, 508, 508.1, 515.2, 524.2 525.2, 531.1, 551.1 and 552.2 are in Methods for the Determination of Organic Compounds in Drinking Water—Supplement III, EPA/600/R-95-131, August 1995. Method 1613 is titled “Tetra-through OctaChlorinated Dioxins and Furans by Isotope-Dilution HRGC/HRMS”, EPA/821-B-94-005, October 1994. Each of the foregoing is incorporated herein by reference in its entirety.
TABLE-US-00002 TABLE 2 Protocol 1 Metals & Inorganics Asbestos EPA 100.2 Free Cyanide SM 4500CN-F Metals-Al, Sb, Be, B, Fe, Mn, Mo, Ni, Ag, Tl, V, EPA 200.7/200.8 Zn Anions-NO.sub.3—N, NO.sub.2—N, Cl, SO.sub.4, EPA 300.0A Total Nitrate/Nitrite Bromide EPA 300.0/300.1 Turbidity EPA 180.1 2 Organics Volatile Organics-VOASDWA list + EPA 524.2 Nitrozbenzene EDB & DBCP EPA 504.1 Semivolatile Organics-ML525 list + EPTC EPA 525.2 Pesticides and PCBs EPA 505 Herbicides-Regulated/Unregulated compounds EPA 515.4 Carbamates EPA 531.2 Glyphosate EPA 547 Diquat EPA 549.2 Dioxin EPA 1613b 1,4-Dioxane EPA 8270m NDMA-2 ppt MRL EPA 1625 3 Radiologicals Gross Alpha & Beta EPA 900.0 Radium 226 EPA 903.1 Uranium EPA 200.8 4 Disinfection By-Products THMs/HANs/HKs EPA 551.1 HAAs EPA 6251B Aldehydes SM 6252m Chloral Hydrate EPA 551.1 Chloramines SM 4500 Cyanogen Chloride EPA 524.2m
TABLE-US-00003 TABLE 3 Exemplary contaminants for system verification MCLG.sup.1 1 Metals & Inorganics Asbestos <7 MFL.sup.2 Free Cyanide <0.2 ppm Metals - Al, Sb, Be, B, Fe, Mn, Mo, Ni, Ag, Tl, V, 0.0005 ppm Zn Anions-NO.sub.3—N, NO.sub.2—N, Cl, SO.sub.4, <1 ppm Total Nitrate/Nitrite Turbidity <0.3 NTU 2 Organics Volatile Organics-VOASDWA list + Nitrobenzene EDB & DBCP 0 ppm Semivolatile Organics-ML525 list + EPTC <0.001 ppm Pesticides and PCBs <0.2 ppb Herbicides-Regulated/Unregulated compounds <0.007 ppm Glyphosate <0.7 ppm Diquat <0.02 ppm Dioxin 0 ppm 3 Radiologicals Gross Alpha & Beta <5 pCi/l.sup.3 Radium 226 0 pCi/l.sup.3 Uranium <3 ppb 4 Disinfection By-Products Chloramines 4 ppm Cyanogen Chloride 0.1 ppm 5 Biologicals Cryptosporidium 0.sup.4 Giardia lamblia 0.sup.4 Total coliforms 0.sup.4 .sup.1MCLG = maximum concentration limit guidance .sup.2MFL = million fibers per liter .sup.3pCi/l = pico Curies per liter .sup.4Substantially no detectable biological contaminants
Water Pre-Treatment
[0039] The objective of the pre-treatment system is to reduce scale-forming compounds to the level they will not interfere by forming scale in subsequent treatment, particularly during desalination. Water hardness is normally defined as the amount of calcium (Ca.sup.++), magnesium (Mg.sup.++), and other divalent ions that are present in the water, and is normally expressed in parts per million (ppm) of these ions or their equivalent as calcium carbonate (CaCO.sub.3). Scale forms because the water dissolves carbon dioxide from the atmosphere and such carbon dioxide provides carbonate ions that combine to form both, calcium and magnesium carbonates; upon heating, the solubility of calcium and magnesium carbonates markedly decreases and they precipitate as scale. In reality, scale comprises any chemical compound that precipitates from solution. Thus iron phosphates or calcium sulfate (gypsum) also produce scale. Additional information regarding pre-treatment is provided by Thiers WO 2010/118425 A1/PCT US2010/030759 which is incorporated herein by reference in its entirety.
[0040] Conventional descaling technologies include chemical and electromagnetic methods. Chemical methods utilize either pH adjustment, chemical sequestration with polyphosphates, zeolites and the like, or ionic exchange, and typically combinations of these methods. Normally, chemical methods aim at preventing scale from precipitating by lowering the pH and using chemical sequestration, but they are typically not 100% effective. Electromagnetic methods rely on the electromagnetic excitation of calcium or magnesium carbonate, so as to favor crystalline forms that are non-adherent. For example, electromagnetic excitation favors the precipitation of aragonite rather than calcite, and the former is a softer, less adherent form of calcium carbonate. However, electromagnetic methods are only effective over relatively short distance and residence times. Ion exchange, as the name implies, exchanges certain ions for others and include cationic ion exchange resins that exchange cations, such as calcium or magnesium for sodium, or anionic ion exchange resins that exchange anions, such as chlorides or sulfates.
Overall Description of Water Desalination System
[0041]
[0042]
[0043] It should be clear to those familiar with the art that the number of heat pipes required is a function of the size of the desalination system, and the surface area that is needed for heat transfer. One of the advantages of the nested design configuration is that the number of heat pipes required may be greatly reduced, or the need for heat pipes even eliminated if the surface area for transferring heat between stages is sufficiently high. Nevertheless, adding heat pipes to such heat transfer can enhance the thermal performance of the system. It should also be clear to those familiar with the art that thermosphyons, heat spreaders or a number of other types of heat transfer devices can be used instead of or in addition to heat pipes.
[0044]
[0045] Another feature of the embodiment of
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[0050]
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[0053] One skilled in the art will appreciate that these methods and devices are and may be adapted to carry out the objects and obtain the ends and advantages mentioned, as well as various other advantages and benefits. The methods, procedures, and devices described herein are presently representative of preferred embodiments and are exemplary and are not intended as limitations on the scope of the invention. Changes therein and other uses will occur to those skilled in the art which are encompassed within the spirit of the invention and are defined by the scope of the disclosure.
Efficient Heat Transfer Mechanisms
[0054] An important advantage of the system described herein is the heat transfer mechanism by using heat pipes. Heat pipes provide a means of transferring heat that is near thermodynamically reversible, i.e., that is, as system that transfer enthalpy with almost no losses in efficiency. Thus, with the exception of the pre-heating energy which is largely but not entirely recovered from the heat of the product water, nearly all of the heat provided by the heat input section at the center of the nested configuration is re-used at each of the boiling and condensing stages by minimizing heat losses at the system surface. Since that surface is minimized in a nested configuration, and since that surface can be surrounded by preheating the incoming water that is at ambient temperature, the amount of heat lost due to surface losses can be close to zero. Therefore, the energy used during multiple stages of boiling and condensing can be readily approximated by dividing the heat of evaporation of water by the number of stages of the system.
[0055] Clearly, it is advantageous to be able to maximize the number of boiling and condensing stages in the present invention, and heat pipes allow this to be done, provided that the temperature difference between the condensing and boiling ends of such a heat pipe (the ΔT) be sufficient to maintain the maximum heat flux through the heat pipe. Commercially available heat pipes typically have ΔTs of the order of 8 C (15 F), although some have ΔTs as low as 3 C. The ΔT defines the maximum number of stages that are practical with a given amount of heat available at a given temperature. Thus, there is a need for heat pipes that can function with as small a ΔT as possible. It is therefore useful to examine the thermal phenomena in a heat pipe.
[0056] A commercial heat pipe ordinarily consists of a partially evacuated and sealed tube containing a small amount of a working fluid which is typically water, but which may also be an alcohol or other volatile liquid. When heat is applied to the high-temperature end in the form of enthalpy, the heat first crosses the metal barrier of the tube and then is used to provide the heat of vaporization to the working fluid. As the working fluid evaporates, the resulting gas (steam in the case of water) fills tube and reaches the low-temperature end where the lower temperature causes condensation and, thus, release of the same heat as the heat of condensation. To facilitate continuous operation, the inside of tube normally includes a wick which can be any porous and hydrophilic layer that transfers the condensed phase of the working fluid back to the hot end of the tube by capillary action.
[0057] Experimentally, the largest barriers to heat transfer in a heat pipe include: first the layer immediately adjacent to the outside of the heat pipe, second the conduction barrier presented by the material of the heat pipe, and third, the limitation of the wick material to return working fluid to the hot end of the heat pipe. Heat pipes are extensively used in a number of heat transfer applications, such as the Alaska oil pipeline, in satellites, for cooling IC chips in computers, and similar applications, but generally have not been used for desalination or water purification applications, except those filed and patented by Sylvan Source Inc. Heat pipes are vastly superior to heat exchangers for transferring heat. Independent studies at UCLA, SRI International and ARPA-E have shown heat pipes to be several thousand and up to 30,000 times more conductive than silver with similar dimensions.
[0058] In addition, significant improvements have been made in high-performance heat pipes that are able to transfer up to 200 Watt per heat pipe with temperature differences as low as 3-4° C. Further advances in heat pipe design and manufacture have been proposed by Thiers (U.S. Pat. No. 8,771,477; 0088520-018WO0 entitled “INDUSTRIAL WATER PURIFICATION AND DESALINATION,” Application No.: PCT/US12/54221, filing date: Sep. 7, 2012; and U.S. Provisional Application No. 62/041,556). Each of the foregoing patent and applications is hereby incorporated by reference in its entirety.
[0059] Even with conventional/commercial heat pipes, the low heat losses brought about by the compact nested configurations allow extremely efficient desalination systems. In a circular concentric configuration with 14 stages treating seawater, the net energy consumption can be as low as 4.5 kWh/m3 of product water. Lower energy levels can be achieved with high-performance heat pipes.
[0060] The invention illustratively described herein suitably can be practiced in the absence of any element or elements, limitation or limitations which are not specifically disclosed herein. The terms and expressions which have been employed are used as terms of description and not of limitation, and there is no intention that in the use of such terms and expressions indicates the exclusion of equivalents of the features shown and described or portions thereof. It is recognized that various modifications are possible within the scope of the invention disclosed. Thus, it should be understood that although the present invention has been specifically disclosed by preferred embodiments and optional features, modification and variation of the concepts herein disclosed may be resorted to by those skilled in the art, and that such modifications and variations are considered to be within the scope of this invention as defined by the disclosure.
[0061] Those skilled in the art recognize that the aspects and embodiments of the invention set forth herein can be practiced separate from each other or in conjunction with each other. Therefore, combinations of separate embodiments are within the scope of the invention as disclosed herein.
[0062] All patents and publications are herein incorporated by reference to the same extent as if each individual publication was specifically and individually indicated to be incorporated by reference.