WO2007148954A1 - Metodo y sistema integral para tratamiento de aguas para las torres de enfriamiento y procesos que requieren eliminar la sílice del agua - Google Patents
Metodo y sistema integral para tratamiento de aguas para las torres de enfriamiento y procesos que requieren eliminar la sílice del agua Download PDFInfo
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- WO2007148954A1 WO2007148954A1 PCT/MX2007/000073 MX2007000073W WO2007148954A1 WO 2007148954 A1 WO2007148954 A1 WO 2007148954A1 MX 2007000073 W MX2007000073 W MX 2007000073W WO 2007148954 A1 WO2007148954 A1 WO 2007148954A1
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- 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
- C02F1/58—Treatment of water, waste water, or sewage by removing specified dissolved compounds
- C02F1/60—Silicon compounds
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- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
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- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
- C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
- C02F1/463—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrocoagulation
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- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5236—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
- C02F1/5245—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents using basic salts, e.g. of aluminium and iron
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- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
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- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
- C02F1/4602—Treatment of water, waste water, or sewage by electrochemical methods for prevention or elimination of deposits
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- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
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- C02F1/68—Treatment of water, waste water, or sewage by addition of specified substances, e.g. trace elements, for ameliorating potable water
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- 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
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/76—Treatment of water, waste water, or sewage by oxidation with halogens or compounds of halogens
- C02F1/766—Treatment of water, waste water, or sewage by oxidation with halogens or compounds of halogens by means of halogens other than chlorine or of halogenated compounds containing halogen other than chlorine
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- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/78—Treatment of water, waste water, or sewage by oxidation with ozone
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- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
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- C02F2001/007—Processes including a sedimentation step
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- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/103—Arsenic compounds
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/20—Heavy metals or heavy metal compounds
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- 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
- C02F2103/02—Non-contaminated water, e.g. for industrial water supply
- C02F2103/023—Water in cooling circuits
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/46—Apparatus for electrochemical processes
- C02F2201/461—Electrolysis apparatus
- C02F2201/46105—Details relating to the electrolytic devices
- C02F2201/4612—Controlling or monitoring
- C02F2201/46125—Electrical variables
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- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/78—Details relating to ozone treatment devices
- C02F2201/784—Diffusers or nozzles for ozonation
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/05—Conductivity or salinity
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/06—Controlling or monitoring parameters in water treatment pH
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/04—Disinfection
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E60/00—Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
- Y02E60/30—Hydrogen technology
- Y02E60/36—Hydrogen production from non-carbon containing sources, e.g. by water electrolysis
Definitions
- the present invention relates to a comprehensive water treatment system for removing contaminants commonly present in cooling towers and other processes such as rejection of reverse osmosis, regeneration of demineralizing systems in the anionic unit, blue waters of Airplanes and wastewater, the main pollutants that are eliminated with this system are silica salts, total hardness, suspended solids, dyes, detergents, arsenic and microorganisms, allowing to increase the concentration cycles due to the elimination of the purges, generating water and chemical savings, controlling and avoiding problems of corrosion, fouling and microbiological fouling, allowing water to be reused.
- the present invention relates to a comprehensive water treatment system, for cooling towers that is installed as a side system to the cooling tower, and as a wastewater treatment system consisting of a ventury ejector, an oxygen concentrator , an ozone generating equipment, a ph sensor, a conductivity sensor, a dosing system, an electrochemical cell with aluminum cells with screens to produce water turbulence, a current rectifier, a water solids separator system, a gas-water injection system (ejector ventury), an oxygen concentrator, an ozone generator, a water-ozone contact tank.
- a wastewater treatment system consisting of a ventury ejector, an oxygen concentrator , an ozone generating equipment, a ph sensor, a conductivity sensor, a dosing system, an electrochemical cell with aluminum cells with screens to produce water turbulence, a current rectifier, a water solids separator system, a gas-water injection system (ejector ventury), an oxygen
- Cooling towers are systems that use water to cool equipment and systems throughout the industry in general, in this process, increasing the temperature of the water changes its characteristics and generates the following problems: corrosion, embedding and microbiological growth, these Problems are controlled and avoided by adding chemicals and maintaining the balance of the salts in relation to the concentration depending on the solubility of each salt in the water, which increase due to the evaporation that occurs in the cooling towers,
- WO2006033450 (2006-03-30) describes a process that prevents fouling and inhibits silica deposits in systems for cooling towers, but is totally different from that of the present invention, since in this case It requires the application of chemical products and a copolymer (meth, acrylic acid) and a manomer of the sulfo group and carboxyl group, so it has no comparison with this system
- Document US5236673 (1993-08-17) describes a process that uses ozone in systems for cooling towers, but is totally different from that of the present invention, since ozone is used only as a biocide to eliminate microorganisms and not It has nothing to do with the removal of silica, so it has no comparison with this system.
- Document US2006060816 (2006-03-23), describes a method for controlling the embedding of silica in aqueous systems and in systems for cooling towers, but is totally different from that of the present invention, since this requires the application of chemical products (hydrophobically modified polyether polymer), so it has no comparison with this system.
- JP2001096282 (2001-04-10) describes a method for removing silica from water in geothermal processes, but it is totally different from that of the present invention, since it requires the use of chemicals such as aluminum nitrate, and has no comparison with this procedure.
- the present invention is related to the technique of removal of species found in water as soluble and insoluble pollutants, which can cause problems in the use of industrial water, mainly in cooling towers since this process generates The following problems: corrosion, embedding and microbiological growth:
- the present invention relates to a method and integral system of water treatment for cooling towers and other processes such as rejection of reverse osmosis, regenerations of demineralizing systems in the ammonium unit, blue waters of airplanes and waters residual, the main pollutants that are removed with this system are silica salts, total calcium and magnesium hardness, suspended solids, organic matter, microorganisms, heavy metals, dyes, detergents and arsenic, obtaining a water quality that allows it to be reused again in different industrial, semi-industrial or domestic processes generating savings of water and chemical products, and which consists of: a) A ventury system which is basically an ejector that favors the water - gas (ozone) mixture, which allows an optimal mixture of the water to be treated with ozone gas.
- ozone water ozone
- An oxygen concentrator system which separates the nitrogen from the oxygen that is present in the atmospheric air, through a physical filtration process at a given pressure, in which it is possible to concentrate the oxygen that is required as the raw material to generate ozone.
- An ozone generating equipment that passes the oxygen concentrated in the previous equipment through a high voltage reactor and generates the ozone that is required to oxidize the pollutants present in the water to be treated, the application of the ozone gas has several objectives, the first is the oxidation of the pollutants forming an alteration in the morphological structure of the crystals of the silica salts, favoring the formation of sludge and therefore optimizing 5 the removal of silica from the water of the cooling tower, as well as a reaction due to the oxidation of the pollutants that favors the formation of solids that allow the separation of the water achieving an optimization of the process, the second objective of the application of ozone to the water of the cooling tower after the
- a Ph controller system which contains a sensor that measures the
- a conductivity controller system which contains a sensor that measures the conductivity of the water and sends a signal to a foot that sends a signal to a system that conditions the value of the conductivity of the water to keep it within a value of 100 to 20,000 micromhos, by means of the addition of sodium chloride or any chemical that elevates the conductivity of the water.
- An electrochemical cell with aluminum cells in which aluminum hydroxide (or compacted and pressed aluminum blocks) is formed, which can also be made of iron or zinc, which reacts with the contaminants present in the water forming a sludge (electro fioculation) that is easily separated from the water by applying the electric current (at a given amperage that relates a current density of 0.001 to 3 amps per square centimeter of the aluminum plates), a certain voltage is obtained which depends on the electrical conductivity of the water (electrolyte), and this electrical conductivity is a function of the concentration of dissolved solids present in the water to be treated, this conductivity can be increased by applying sodium chloride to decrease the voltage by reducing the necessary power and considerably reducing the consumption of the required electrical energy optimizing the process.
- a solids separator system or a filtration system that can be by different processes, either by a filtration system of gravel, sand, anthracite, activated carbon, vacuum filtration, separation of solids in liquids by centrifugation, rotary vacuum filters, or any other solid-liquid separation process, which allows a separation of the solids formed in the electrochemical reactor of water
- the water can be filtered to reduce the content of suspended solids and insoluble silica, but it can also pass directly to the electrolytic cell without prior filtration and can pass directly without ozonizing to the electrochemical reactor, since it can be ozonized before passing
- the electrolytic cell to oxidize pollutants and improve the separation of solids and silica
- the application of ozone to the water of the cooling tower after the electrochemical cell increases the efficiency of the chemical water treatment program by reducing and controlling the corrosion rate , the formation of encrustations of hardness and silica salts, keeping microbiological proliferation under control and reducing the addition of chemicals from the water treatment programs of the cooling towers, and by Integrating the ozonation process with an electrochemical process improves the removal efficiency of other pollutants allowing to obtain a quality of wastewater that meets the standards to be able to reuse it in different industrial processes.
- the ozonized electrochemical reactor to form aluminum hydroxide and trap the contaminants present in the water is optimized by controlling an adequate water flow and with the implementation of screens as static mixers, or any other stirring system manages to favor the integration of the hydroxide of Aluminum formed in this system with the contaminants present in the water to be treated, to subsequently separate the traces of the sludge that could not be separated from the water by means of a filtration system.
- the method of this integral water treatment system for cooling towers and other processes is: a) To introduce the water from the purge of the cooling tower or wastewater to be treated through a ventury ejector system to add ozone. b) Subsequently, the ozonated water passes through a Ph sensor to be conditioned by the addition of sulfuric acid, hydrochloric, nitric or any organic acid to lower the Ph, or by the addition of an alkaline such as sodium hydroxide, carbonate of sodium or any chemical that raises the pH of the water, to keep the water at a pH of 6.5 to 9.O., and for a conductivity sensor to be conditioned by the addition of sodium chloride to maintain the conductivity between 100 and 20,000 micromhos.
- a Ph sensor to be conditioned by the addition of sulfuric acid, hydrochloric, nitric or any organic acid to lower the Ph, or by the addition of an alkaline such as sodium hydroxide, carbonate of sodium or any chemical that raises the pH of the water, to
- the conditioned water passes to our ozonized electrolytic reactor that, when applying electric power to a current rectifier, converts the alternating electric current to direct electric current, and applying a certain current density of 0.001 to 3.0 amperes per square centimeter, it is achieved the dissolution of the metal in the anodes to the aluminum plates (or pressed aluminum blocks) that can be of iron or zinc, in which aluminum hydroxide (iron or zinc) is formed that reacts with the contaminants present in the water forming solid compounds that are separated from water in the form of sludge.
- These sludges are separated from the water by means of a filter or solids separator system.
- the technological innovation in this system is that it eliminates 100% silica and reduces the concentration of calcium and magnesium hardness salts that cause the formation of scale. It also eliminates suspended solids in treated water forming a sludge that is discarded. by means of a separating system of solids or filtration, with which it is possible to obtain a water quality that allows it to be reused as a replacement for cooling towers with a concentration of 0 to 40 parts per million silica and decreasing the concentration of salts of total hardness, suspended solids and microorganisms, allowing to increase the concentration cycles, eliminating water losses due to purges in order to reuse water in the cooling towers, while controlling the rate of corrosion, the formation of scale of hardness salts and silica, avoiding and keeping microbiological proliferation under control by reducing the in addition to chemicals.
- the system manages to eliminate up to 100% of the silica present in the water of the cooling towers and other processes, integrating different systems is able to increase the removal efficiency of the silica, since filtration only eliminates 20% which is the insoluble silica, ozonation oxidizes soluble silica and with a filtration allows to eliminate 30%, an electrochemical process without filtration eliminates 30%, and by integrating an electrochemical process with the application of ozone and a filtration system the It manages to eliminate 100% of the soluble and insoluble silica present in the water, and by conditioning the water with the addition of sodium chloride it is possible to increase the conductivity and decrease the voltage by reducing the consumption of electrical energy in the process.
- the key operation of the system is carried out in our ozonized electrolytic reactor (electrochemical cell with aluminum plates), in which an electrochemical process is carried out in which when applying electrical energy to a current rectifier the current is transformed alternating electric to direct electric current, and applying a certain current density of 0.001 to 3.0 amps per square centimeter, the dissolution of the metal in the anodes to the aluminum plates (or pressed aluminum blocks) that can be iron or zinc, which are kept submerged in a tank with water from the cooling tower or wastewater to be treated, and a certain voltage is obtained that depends on the electrical conductivity of the water (electrolyte), this electrical conductivity is a function of the concentration of the dissolved solids present in the water to be treated, this conductivity is raised and conditioned to ranges from 100 to 20,000 mi cromhos, by applying sodium chloride to decrease the voltage to reduce the consumption of electrical energy and optimize the process.
- ozonized electrolytic reactor electrochemical cell with aluminum plates
- an electrochemical process is carried out in which when
- This method is characterized by passing the water to be treated through an electrochemical cell with aluminum plates that by inducing an optimum amperage according to the quality of the water to be treated, aluminum (or metal) hydroxide is produced which functions as a coagulant that traps the oxidized and non-oxidized particles present in the water forming compounds or floccules that separate the contaminants from the water in the form of sludge, which are separated allowing the treated water to be reused, filtered, ozonized and conditioned with the addition of chloride of sodium get better water quality at a low cost, favoring its reuse in the industry in general.
- the electrolytic process of electrocoagulation electro flocculation by the production of aluminum or metal hydroxide, forming insoluble compounds that separate from water, favoring the flotation through the electrolytic reactor by the formation of hydrogen bubbles that occur in the cathodes , with the micro bubbles of the ozone gas and maintaining an upward flow of water, preventing sedimentation of these sludges, which are subsequently separated from the water by a filtration system.
- the present invention developed a new process that is achieved with the integration of basic technologies, which by bringing them together a technological innovation that 100% removes silica, and reduces the concentration of calcium and magnesium hardness salts
- Adding a bromine salt to the water treated with ozone favors the oxidation of pollutants by improving the control of the microbiological proliferation of the water system of the cooling towers, the application of bromine allows us to achieve a regeneration through ozone, since free bromine reacts with contaminants or microorganisms, it breaks down and with the action of Ozone is carried out the chemical reaction forming bromides and bromates that allow reactivating the action of bromine in water.
- the advantages and benefits of the present invention are that it allows to reuse and recycle 100% of the water that has to be thrown in the cooling towers, rejections of reverse osmosis, regenerations of the anionic units of demineralizing systems and wastewater of the industries, generating economic savings by reusing the water that is currently necessary to dispose of, reducing the amount of chemical products that are necessary and indispensable in the cooling towers and wastewater, reducing the environmental impact caused by discarding water with a contaminant content and chemical products that make refusal impossible, in addition to eliminating contaminants present in the water that comes from wells that contain contaminants such as arsenic, cyanide, iron, manganese and microorganisms for the use of drinking water.
- the present invention is related to the integration of technologies that are the concentration of oxygen when separated from the nitrogen present in the air of the environment, the production of ozone through the application of high voltage to the passage of oxygen, the integration of a controlled electrochemical process to form aluminum hydroxide to trap the contaminants present in the water, and controlling the variables of the water flow and the implementation of screens as static mixers to favor the integration of the aluminum hydroxide formed in this system with the contaminants present in the water to be treated, to subsequently separate the sludge traces that were not able to separate from the water by means of a filtration, vacuum or centrifugation system, so that later the free water of these contaminants passes to through a ventury system that allows the optimal addition of ozone to the water to maintain a certain residual at each stage of the industrial water cooling process in order to avoid the problems of corrosion, encrustation and microbiological proliferation in the system of the towers cooling and adding sodium bromide in recircul water
- Ation as a biocide has the advantage that it oxidizes with
- OZONIZATION The application of ozone gas, by means of a ventury or ejector calculated to achieve maximum efficiency and achieve oxidation of the different pollutants that are present in the water to be treated.
- ELECTROCHEMICAL CLARIFICATION An electrolytic process (electro coagulation-flocculation) is carried out, the electrochemical reaction is carried out in the cell with aluminum plates or iron with the contaminants present in the water, such as silica salts, hardness , suspended solids, organic matter, dyes and microorganisms, detergents, organic matter, arsenic or any other contaminant producing an insoluble compound that precipitates like a mud and is possible to separate it from water. 3.
- FILTRATION The filtration process is carried out with a filter medium or solid-liquid separation system, which retains the traces of the solids or sludges that were not able to separate in the previous process, allowing to obtain a better quality of the treated water.
- the purge water from the cooling towers passes through a liquid-gas ejector system (ventury) and concentrated ozone gas is injected, generated from an oxygen concentrator that separates nitrogen from oxygen from atmospheric air, Through a PSA or membrane system, this concentrated oxygen (70-95%) is passed through a high voltage reactor controlled by an electronic system that controls the frequency / resonance / voltage / temperature.
- Ozonized water passes through a Ph controller system, which controls the optimum Ph value, which receives a signal from the sensor and sends a signal to a system that conditions the Ph to keep it within a value of 6.5 a 9.0, by the addition of sulfuric, hydrochloric, nitric acid or any organic acid to lower the Ph, or by the addition of an alkaline such as sodium hydroxide, sodium carbonate or any chemical that raises the Ph of water .
- a Ph controller system which controls the optimum Ph value, which receives a signal from the sensor and sends a signal to a system that conditions the Ph to keep it within a value of 6.5 a 9.0, by the addition of sulfuric, hydrochloric, nitric acid or any organic acid to lower the Ph, or by the addition of an alkaline such as sodium hydroxide, sodium carbonate or any chemical that raises the Ph of water .
- the water with a suitable Ph before entering the electrochemical reactor passes through an automatic system that monitors and controls by means of a sensor the water conductivity, and sends a signal to a foot that sends a signal to a system that conditions the value of conductivity to keep it within a value of 100 to 20,000 micromhos, by dosing sodium chloride or any chemical to raise the conductivity, keeping this parameter within the previously established ranges, to decrease the voltage and reduce the consumption of electrical energy.
- the water oxidized with the ozone gas and conditioned with optimal pH and conductivity values is introduced into an electrochemical cell (electrochemical electrocoagulation / electro flocculation and electro floatation reactor) with aluminum cells in the cathode and at the anode that change of polarity periodically every hour by means of a previously programmed Timer with the objective of cleaning and wear all the plates simultaneously.
- electrochemical cell electrochemical electrocoagulation / electro flocculation and electro floatation reactor
- the system has a selective silica electrode that sends a concentration signal to the PLC and controls the current rectifier so that it automatically maintains an amperage that controls an optimum current density, since the water flow and the volume of the The reactor remains constant and this allows us to optimize the amount of aluminum assigned to the water to eliminate the contaminants present in the water such as silica, since in the cooling towers it is the variable to be controlled. 6.
- a filtration system gravel, sand, press, rotary, vacuum rotary, centrifugal, or any other solid-liquid separation system
- the water treated and clarified by the electrochemical reactor passes through a gravel, sand, or activated carbon filter in which traces of suspended solids and flocculates that were not completely separated from the water are removed.
- the clarified and filtered water passes to a pressurized contact tank in which it is mixed with ozone through a pumping system and a ventury to condition the water and maintain an ozone residual of 0.001 to 1.0 milligrams per liter of water treated and reused again as spare water in the cooling towers.
- bromine chloride is added as a biocide, which has the peculiarity that when it reacts with the microorganisms present in the water it decomposes, but having contact with ozone will have a cyclic bactericidal effect, maintaining an effect constant residual in the water of the cooling tower.
- the Al 3+ cation can be hydrated to form several ionic species
- Figure 7 shows a diagram of the solubility of aluminum hydroxide, Al (OH) 3 (s), in mg / 1 and assuming only the presence of the aluminum species. See Figure 7.
- solubility limits denote the thermodynamic equilibria that exist between the dominant species of aluminum at a pH value and solid aluminum hydroxide.
- Figure 7 it is observed that the minimum solubility of aluminum occurs at a concentration of 0.03 mg / L and pH equal to 6.3. With the increase in solubility the solution becomes more acidic or more alkaline. The experimental work was divided into two parts:
- Tables 1, 2 and 3 present the experimental results obtained from the first three experiences for different values of current intensity as a function of time.
- the pH value of the solution is at 8.72 with a conductivity value of 1272 ⁇ S, that is, the solution has a low conductivity and that the concentration of Ca 2+ , Mg 2+ , phosphates and silica decrease over time; and that the concentration of Cl " remains practically constant.
- Figure 8 shows the change in silica concentration as a function of time. See Figure 8.
- the total anodic area (9 faces) is 0.0693 m 2 .
- the plates were 0.005 m apart between them.
- Figure 5 Cut electrochemical reactor cell, where: 8) water inlet, 9) water outlet, 10) positive contact, 11) negative contact.
- Figure 7 Diagram of solubility of aluminum hydroxide, considering only the aluminum species.
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Application Number | Priority Date | Filing Date | Title |
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US12/305,715 US20100219082A1 (en) | 2006-06-21 | 2007-06-18 | Method and integral system for treating water for cooling towers and processess requiring removal of silica from the water |
JP2009516797A JP2009541036A (ja) | 2006-06-21 | 2007-06-18 | 水からのシリカ除去を必要とする冷却塔及び各種工程での水処理の方法と統合的システム |
AU2007261790A AU2007261790A1 (en) | 2006-06-21 | 2007-06-18 | Method and integral system for treating water for cooling towers and processess requiring removal of silica from the water |
BRPI0713084-8A BRPI0713084A2 (pt) | 2006-06-21 | 2007-06-18 | método e sistema integral para tratamento de águas para as torres de resfriamento e processos que requerem a eliminação da sìlica da água |
CA002656465A CA2656465A1 (en) | 2006-06-21 | 2007-06-18 | Method and integral system for treating water for cooling towers and processess requiring removal of silica from the water |
EP07793799A EP2050723A4 (en) | 2006-06-21 | 2007-06-18 | METHOD AND INTEGRAL SYSTEM FOR THE TREATMENT OF WATER FOR COOLING TOWERS AND METHODS THAT REQUIRES THE REMOVAL OF SILICON DIOXIDE FROM THE WATER |
RU2008152302/05A RU2008152302A (ru) | 2006-06-21 | 2007-06-18 | Способ и интегральная система для обработки воды для охлаждающих башен и процессов, требующих удаления кремния из воды |
TNP2008000525A TNSN08525A1 (en) | 2006-06-21 | 2008-12-17 | Method and integral system for treating water for cooling towers and processess requiring removal of silica from the water |
CR10517A CR10517A (es) | 2006-06-21 | 2008-12-17 | Metodo y sistema integral para tratamiento de aguas para las torres de enfriamiento y procesos que requieren eliminar la silice del agua |
IL196047A IL196047A0 (en) | 2006-06-21 | 2008-12-18 | Method and integral system for treating water cooling towers and processes requiring removal of silica from the water |
IS8780A IS8780A (is) | 2006-06-21 | 2008-12-19 | Aðferð og óskipt kerfi til að meðhöndla vatn fyrir kæliturna og ferli sem krefjast þess að kísill sé fjarlægður úr vatni |
NO20090236A NO20090236L (no) | 2006-06-21 | 2009-01-14 | Fremgangsmate og integralsystem for behandling av vann for kjoletarn og fremgangsmate som krever fjerning av silika fra vannet |
US15/167,893 US20170029307A1 (en) | 2006-06-21 | 2016-05-27 | Method and integral system for treating water for cooling towers and processess requiring removal of silica from the water |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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MXPA/A/2006/007148 | 2006-06-21 | ||
MXPA06007148A MXPA06007148A (es) | 2006-06-21 | 2006-06-21 | Metodo y sistema integral para tratamiento de aguas para las torres de enfriamiento y procesos que requieren eliminar la silice del agua. |
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US12/305,715 A-371-Of-International US20100219082A1 (en) | 2006-06-21 | 2007-06-18 | Method and integral system for treating water for cooling towers and processess requiring removal of silica from the water |
US15/167,893 Continuation US20170029307A1 (en) | 2006-06-21 | 2016-05-27 | Method and integral system for treating water for cooling towers and processess requiring removal of silica from the water |
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WO2007148954A1 true WO2007148954A1 (es) | 2007-12-27 |
WO2007148954A8 WO2007148954A8 (es) | 2008-04-17 |
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US (2) | US20100219082A1 (es) |
EP (1) | EP2050723A4 (es) |
JP (1) | JP2009541036A (es) |
KR (1) | KR20090024274A (es) |
CN (1) | CN101506105A (es) |
AP (1) | AP2010005286A0 (es) |
AU (1) | AU2007261790A1 (es) |
BR (1) | BRPI0713084A2 (es) |
CA (1) | CA2656465A1 (es) |
CR (1) | CR10517A (es) |
IL (1) | IL196047A0 (es) |
IS (1) | IS8780A (es) |
MX (1) | MXPA06007148A (es) |
NO (1) | NO20090236L (es) |
RU (1) | RU2008152302A (es) |
TN (1) | TNSN08525A1 (es) |
WO (1) | WO2007148954A1 (es) |
ZA (1) | ZA200810839B (es) |
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Cited By (3)
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---|---|---|---|---|
WO2014088826A1 (en) * | 2012-12-07 | 2014-06-12 | Aquatech International Corporation | Water treatment process |
CN104903256A (zh) * | 2012-12-07 | 2015-09-09 | 水技术国际公司 | 水处理方法 |
US20230145108A1 (en) * | 2018-08-21 | 2023-05-11 | Evoqua Water Technolgies Llc | Methods and Systems for Treating Phosphogypsum-Containing Water |
Also Published As
Publication number | Publication date |
---|---|
NO20090236L (no) | 2009-03-23 |
IL196047A0 (en) | 2009-09-01 |
AP2010005286A0 (en) | 2010-06-30 |
WO2007148954A8 (es) | 2008-04-17 |
US20170029307A1 (en) | 2017-02-02 |
CR10517A (es) | 2009-04-29 |
EP2050723A4 (en) | 2011-04-27 |
IS8780A (is) | 2008-12-19 |
AU2007261790A1 (en) | 2007-12-27 |
RU2008152302A (ru) | 2010-07-27 |
KR20090024274A (ko) | 2009-03-06 |
MXPA06007148A (es) | 2007-04-23 |
JP2009541036A (ja) | 2009-11-26 |
AU2007261790A8 (en) | 2009-03-19 |
ZA200810839B (en) | 2010-03-31 |
BRPI0713084A2 (pt) | 2012-10-09 |
TNSN08525A1 (en) | 2010-04-14 |
CA2656465A1 (en) | 2007-12-27 |
US20100219082A1 (en) | 2010-09-02 |
CN101506105A (zh) | 2009-08-12 |
EP2050723A1 (en) | 2009-04-22 |
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