ES2564566B2 - New filtration system based on the use of green manganese sand for the removal of water content radius - Google Patents
New filtration system based on the use of green manganese sand for the removal of water content radius Download PDFInfo
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- 239000004576 sand Substances 0.000 title claims abstract description 60
- 238000001914 filtration Methods 0.000 title claims abstract description 53
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 48
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 title claims abstract description 32
- 229910052748 manganese Inorganic materials 0.000 title claims abstract description 32
- 239000011572 manganese Substances 0.000 title claims abstract description 32
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 104
- 238000000034 method Methods 0.000 claims abstract description 29
- 230000008030 elimination Effects 0.000 claims abstract description 24
- 238000003379 elimination reaction Methods 0.000 claims abstract description 24
- 239000000377 silicon dioxide Substances 0.000 claims abstract description 22
- 238000011069 regeneration method Methods 0.000 claims abstract description 13
- 230000008929 regeneration Effects 0.000 claims abstract description 11
- VEXZGXHMUGYJMC-UHFFFAOYSA-N Hydrochloric acid Chemical compound Cl VEXZGXHMUGYJMC-UHFFFAOYSA-N 0.000 claims description 10
- 239000003651 drinking water Substances 0.000 claims description 9
- 239000012286 potassium permanganate Substances 0.000 claims description 7
- 235000012206 bottled water Nutrition 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 238000010926 purge Methods 0.000 claims 1
- 238000003795 desorption Methods 0.000 abstract description 7
- 238000011282 treatment Methods 0.000 description 16
- NUJOXMJBOLGQSY-UHFFFAOYSA-N manganese dioxide Chemical compound O=[Mn]=O NUJOXMJBOLGQSY-UHFFFAOYSA-N 0.000 description 8
- 235000020188 drinking water Nutrition 0.000 description 7
- 238000001179 sorption measurement Methods 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 239000012154 double-distilled water Substances 0.000 description 6
- 239000008239 natural water Substances 0.000 description 6
- 239000000126 substance Substances 0.000 description 6
- 241000282414 Homo sapiens Species 0.000 description 5
- 229910052705 radium Inorganic materials 0.000 description 5
- HCWPIIXVSYCSAN-UHFFFAOYSA-N radium atom Chemical compound [Ra] HCWPIIXVSYCSAN-UHFFFAOYSA-N 0.000 description 5
- 239000003463 adsorbent Substances 0.000 description 4
- 239000003673 groundwater Substances 0.000 description 4
- 239000003643 water by type Substances 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 239000012535 impurity Substances 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- FAPWRFPIFSIZLT-UHFFFAOYSA-M Sodium chloride Chemical compound [Na+].[Cl-] FAPWRFPIFSIZLT-UHFFFAOYSA-M 0.000 description 2
- TZCXTZWJZNENPQ-UHFFFAOYSA-L barium sulfate Chemical compound [Ba+2].[O-]S([O-])(=O)=O TZCXTZWJZNENPQ-UHFFFAOYSA-L 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 239000011780 sodium chloride Substances 0.000 description 2
- 239000002352 surface water Substances 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 229920002972 Acrylic fiber Polymers 0.000 description 1
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 1
- 101100532722 Ovis aries SCNN1B gene Proteins 0.000 description 1
- 229910052770 Uranium Inorganic materials 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 229910052729 chemical element Inorganic materials 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 229910052749 magnesium Inorganic materials 0.000 description 1
- 239000011777 magnesium Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- AMWRITDGCCNYAT-UHFFFAOYSA-L manganese oxide Inorganic materials [Mn].O[Mn]=O.O[Mn]=O AMWRITDGCCNYAT-UHFFFAOYSA-L 0.000 description 1
- PPNAOCWZXJOHFK-UHFFFAOYSA-N manganese(2+);oxygen(2-) Chemical class [O-2].[Mn+2] PPNAOCWZXJOHFK-UHFFFAOYSA-N 0.000 description 1
- 231100000647 material safety data sheet Toxicity 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 230000002906 microbiologic effect Effects 0.000 description 1
- 239000005445 natural material Substances 0.000 description 1
- VASIZKWUTCETSD-UHFFFAOYSA-N oxomanganese Chemical compound [Mn]=O VASIZKWUTCETSD-UHFFFAOYSA-N 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 229910052704 radon Inorganic materials 0.000 description 1
- SYUHGPGVQRZVTB-UHFFFAOYSA-N radon atom Chemical compound [Rn] SYUHGPGVQRZVTB-UHFFFAOYSA-N 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 101150082646 scnn1a gene Proteins 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000004611 spectroscopical analysis Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- JFALSRSLKYAFGM-UHFFFAOYSA-N uranium(0) Chemical compound [U] JFALSRSLKYAFGM-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D15/00—Separating processes involving the treatment of liquids with solid sorbents; Apparatus therefor
- B01D15/08—Selective adsorption, e.g. chromatography
-
- 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
- C02F1/28—Treatment of water, waste water, or sewage by sorption
Landscapes
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Organic Chemistry (AREA)
- Removal Of Specific Substances (AREA)
- Water Treatment By Sorption (AREA)
Abstract
Nuevo sistema de filtración basado en el empleo de arena verde de manganeso para la eliminación del radio contenido en agua.#La presente invención se refiere a un sistema de filtración para la eliminación del radio contenido en agua basado en un lecho filtrante caracterizado porque comprende i) una capa superior formada por arena de sílice, ii) una capa intermedia formada por arena verde de manganeso, y iii) una capa inferior formada por arena de sílice. Asimismo, contempla un método para la eliminación del Ra contenido en agua, basado en el empleo de dicho sistema de filtración, que a su vez permite la desadsorción del radio detenido tras la filtración y la regeneración y reutilización de dicho sistema filtrante.New filtration system based on the use of green manganese sand for the removal of the water content radio. # The present invention relates to a filtration system for the removal of the water content radio based on a filter bed characterized in that it comprises ) an upper layer formed by silica sand, ii) an intermediate layer formed by green manganese sand, and iii) a lower layer formed by silica sand. It also contemplates a method for the elimination of the Ra content in water, based on the use of said filtration system, which in turn allows the desorption of the stopped radio after filtration and the regeneration and reuse of said filtering system.
Description
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DESCRIPCIONDESCRIPTION
Nuevo sistema de filtracion basado en el empleo de Arena Verde de Manganeso para la eliminacion del Radio contenido en Agua.New filtration system based on the use of Green Manganese Sand for the elimination of the Radio content in Water.
Objeto de la invencionObject of the invention
La presente invencion esta dirigida al tratamiento de aguas destinadas al consumo humano. En particular esta dirigida a un sistema de filtracion para eliminar el Ra del agua, basado en el empleo de la arena verde de manganeso. Asimismo, esta dirigida al metodo para la eliminacion del Ra del agua, basado en el empleo de dicho sistema de filtracion, asf como al procedimiento de desadsorcion del radio y regeneracion y reutilizacion de dicho sistema filtrante.The present invention is directed to the treatment of water intended for human consumption. In particular, it is aimed at a filtration system to remove Ra from water, based on the use of green manganese sand. Likewise, it is directed to the method for the elimination of Ra from water, based on the use of said filtration system, as well as the procedure of desorption of the radius and regeneration and reuse of said filtering system.
Antecedentes de la invencionBackground of the invention
El empleo de sustancias especfficas para la eliminacion de Radio (Ra) presente en disolucion en las agua ha sido frecuentemente estudiado desde diferentes aproximaciones. Asf, se han desarrollado diversos tipos de resinas y adsorbentes especfficos que, mediante la impregnacion de diversos materiales, producen un gran poder de adsorcion para el radio. Ejemplos de estas sustancias serfan los filtros de fibra acrflica recubiertos de MnO2 (US4087853), complejos selectivos de radio (Dow Chemical Company: 1986, “Material safety data sheet: XFS 43230.00 Experimental Radium Complexer) o BaSO4 impregnado en alumina (Clifford, D. et al. “Evaluating various adsorbents and membranes for removing radium from groundwater” J. Am. Water Works Assoc. 80(7), 94-104), asf como arenas de sflice (CA2374861 y “Radon, Radium, and Uranium in drinking water”. Capftulo 16. Dennis A. Clifford "Removal of Radium from Drinking water", editado por C. Richard Cothern y Paul A. Rebers Dennis). La arena de sflice es un material que se utiliza como lecho filtrante para retener solidos de pequeno tamano que se encuentren en el agua (por ello es habitualmente empleada como lecho filtrante en las plantas potabilizadoras). Su capacidad de adsorber radio depende de las condiciones de trabajo y presenta muchas limitaciones.The use of specific substances for the elimination of Radio (Ra) present in solution in water has been frequently studied from different approaches. Thus, various types of specific resins and adsorbents have been developed which, by impregnating various materials, produce great adsorption power for the radius. Examples of these substances would be MnO2-coated acrylic fiber filters (US4087853), radio selective complexes (Dow Chemical Company: 1986, “Material safety data sheet: XFS 43230.00 Experimental Radium Complexer) or BaSO4 impregnated in alumina (Clifford, D. et al. “Evaluating various adsorbents and membranes for removing radium from groundwater” J. Am. Water Works Assoc. 80 (7), 94-104), as well as silica sands (CA2374861 and “Radon, Radium, and Uranium in drinking water. ”Chapter 16. Dennis A. Clifford" Removal of Radium from Drinking water ", edited by C. Richard Cothern and Paul A. Rebers Dennis). Silica sand is a material that is used as a filter bed to retain small-sized solids that are in the water (which is why it is usually used as a filter bed in water treatment plants). Its ability to adsorb radio depends on working conditions and has many limitations.
Todos los metodos descritos requieren de un tratamiento del material adsorbente para la eliminacion del radio y en algunos casos el coste asociado es elevado.All the methods described require a treatment of the adsorbent material for the removal of the radius and in some cases the associated cost is high.
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La arena verde de manganeso (greensand) es un dioxido de manganeso natural, comunmente empleado en la eliminacion del hierro y manganeso de las aguas, a traves de un proceso de filtracion. El hierro y el manganeso solubles son oxidados y precipitados por contacto con oxidos mayoritarios de manganeso en los granulos de la arena verde. Esta capa formada se restablece tras su regeneracion mediante permanganato potasico. Asimismo, es conocido tambien su empleo en la eliminacion del Radio (Qureshi et al. "Radium removal by HMO and manganese greensand” Peer reviewed. Journal Awwa 95:3. March 2003).Green manganese sand (greensand) is a natural manganese dioxide, commonly used in the removal of iron and manganese from water, through a filtration process. Soluble iron and manganese are oxidized and precipitated by contact with major manganese oxides in the green sand granules. This formed layer is restored after regeneration by potassium permanganate. Likewise, its use in radio removal is also known (Qureshi et al. "Radium removal by HMO and manganese greensand" Peer reviewed. Journal Awwa 95: 3. March 2003).
Los autores de la presente invencion han desarrollado un sistema de filtracion que emplea sustancias naturales, permitidas por la legislacion espanola en el tratamiento de aguas potables (Orden SAS/1915/2009, de 8 de Julio, sobre sustancias para el tratamiento del agua destinada a la produccion de agua de consumo humano. BOE n° 172 17 de julio del 2009).The authors of the present invention have developed a filtration system that uses natural substances, allowed by the Spanish legislation in the treatment of drinking water (Order SAS / 1915/2009, of July 8, on substances for the treatment of water intended for the production of water for human consumption BOE n ° 172 July 17, 2009).
Basandose en las propiedades de la arena verde de manganeso para la adsorcion de contaminantes, el sistema disenado por los autores de la presente invencion utiliza una estructura tipo sandwich formada por arena de sflice y arena verde de manganeso, siendo muy efectivo para la eliminacion del radio contenido en el agua. Ademas, los autores de la invencion han desarrollado un procedimiento de desadsorcion del radio y regeneracion de dicha arena para, una vez reducida significativamente su capacidad de adsorcion, poder volver a emplearse con el citado fin, incluso con mayor efectividad que inicialmente.Based on the properties of green manganese sand for the adsorption of pollutants, the system designed by the authors of the present invention uses a sandwich structure formed by silica sand and green manganese sand, being very effective for the removal of the radius. Water content. In addition, the authors of the invention have developed a process of desorption of the radius and regeneration of said sand so that, once its adsorption capacity has been significantly reduced, it can be reused for that purpose, even more effectively than initially.
El sistema de filtracion de la presente invencion presenta una alta efectividad en la eliminacion del radio, es facil de implementar en una Estacion de Tratamientos de Aguas Potables o para uso domestico, y proporciona un agua tratada que no se ve afectada en sus condiciones ffsico-qufmicas.The filtration system of the present invention has a high effectiveness in the elimination of the radius, it is easy to implement in a Station of Drinking Water Treatments or for domestic use, and it provides a treated water that is not affected in its physical conditions. chemical
El diseno del sistema de filtracion aporta importantes ventajas en la eliminacion del radio respecto a los distintos metodos empleados en el estado de la tecnica. En particular, el empleo de las dos capas de arena de sflice proporciona ventajas significativas en la filtracion respecto a emplear solamente arena verde de manganeso, entre las que se encuentran evitar la obstruccion del filtro debido a las partfculas en suspension de las aguas a tratar; facilitar los procesos de desadsorcion-regeneracion para su nueva reutilizacion y aumentar la efectividad de la arena verde de manganeso para la adsorcion del radio, facilitando ademas la baja turbidez en el agua tratada.The design of the filtration system provides important advantages in the elimination of the radius with respect to the different methods used in the state of the art. In particular, the use of the two layers of silica sand provides significant filtration advantages over using only green manganese sand, among which are to avoid clogging the filter due to the suspended particles of the waters to be treated; facilitate the desorption-regeneration processes for its new reuse and increase the effectiveness of the green manganese sand for the adsorption of the radius, also facilitating the low turbidity in the treated water.
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Respecto a otros tipos de sistema de filtracion mediante arena de sflice o carbon activo, este sistema de filtracion es tambien mucho mas eficiente que aquellos, tanto porque se produce una mayor eliminacion del radio presente en el agua, como porque este se puede emplear durante mayor tiempo, debido a su mas lenta saturacion para este elemento qufmico.With respect to other types of filtration system by means of silica sand or activated carbon, this filtration system is also much more efficient than those, both because there is a greater elimination of the radius present in the water, and because it can be used for longer time, due to its slower saturation for this chemical element.
Descripcion de las figurasDescription of the figures
Figura 1: Eficiencia de eliminacion del 226Ra (EF) por el lecho filtrante de arena de sflice frente al volumen de agua bidestilada trazada filtrada.Figure 1: Elimination efficiency of 226Ra (EF) by the silica sand filter bed against the volume of filtered double-distilled water.
Figura 2.: Eficiencia de eliminacion del 226Ra (EF) por el lecho filtrante de arena de sflice frente al volumen de agua natural filtrada.Figure 2 .: Elimination efficiency of 226Ra (EF) by the silica sand filter bed against the volume of filtered natural water.
Figura 3.: Esquema del sistema de filtracion de la invencion.Figure 3 .: Diagram of the filtration system of the invention.
Descripcion de la invencionDescription of the invention
En una realizacion principal, la presente invencion se refiere a un nuevo sistema de filtracion para la eliminacion del Radio (Ra) contenido en agua que comprende un lecho filtrante que a su vez comprende a) una capa superior formada por arena de sflice, b) una capa intermedia formada por arena verde de manganeso, y c) una capa inferior formada por arena de sflice, de aquf en adelante “sistema de filtracion de la invencion”.In a main embodiment, the present invention relates to a new filtration system for the removal of the Radius (Ra) contained in water comprising a filter bed which in turn comprises a) a top layer formed of silica sand, b) an intermediate layer formed by green manganese sand, and c) a lower layer formed by silica sand, hereinafter "filtration system of the invention".
La preparacion del lecho filtrante se realiza de tal forma que se introducen secuencialmente las diferentes capas de arena (c, b y a, en ese orden) por la parte superior de una columna hasta conformar el sistema (I). A continuacion, se cierra este hermeticamente (II), efectuandose un lavado con agua potable (grifo) para eliminar las posibles impurezas (III) y, se purga el aire que puede contener el sistema de filtracion, para evitar la perdida de eficiencia (IV).The preparation of the filter bed is carried out in such a way that the different layers of sand (c, b and a, in that order) are introduced sequentially through the top of a column until the system (I) is formed. Then, it is closed hermetically (II), washing with drinking water (tap) to eliminate possible impurities (III) and, the air that can contain the filtration system is purged, to avoid loss of efficiency (IV ).
A diferencia de otros sistemas o metodos empleados en el estado de la tecnica, el sistema de la invencion permite una filtracion optima del Ra, tanto en agua en condiciones ideales (agua bidestilada+radio), como en condiciones reales (agua natural, aguas subterraneas o aguas superficiales). El agua natural se define como aquella que se encuentra en la naturaleza y que puede consumirse por el ser humano, una vez que cumpla con los requisitos ffsico-qufmicos, microbiologicos y radiologicos que especifica la legislacion. EnUnlike other systems or methods used in the state of the art, the system of the invention allows optimum filtration of Ra, both in water in ideal conditions (double-distilled water + radius), and in real conditions (natural water, groundwater or surface waters). Natural water is defined as that which is found in nature and can be consumed by human beings, once it meets the physical, chemical, microbiological and radiological requirements specified by the legislation. In
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Espana estos requisitos estan establecidos en el Real Decreto 140/2003, “Criterios sanitarios de la calidad del agua de consumo humano". Las aguas naturales a las que aplicar la presente invencion son aquellas que estan destinadas al consumo humano (ENAC 2007.Documento NT-20 Rev. 2 Julio2007) y que no cumplen con la legislacion en sus parametros radiologicos, en particular aguas que tienen contenidos altos de radio.Spain these requirements are established in Royal Decree 140/2003, "Sanitary criteria of the quality of water for human consumption." The natural waters to which the present invention is applied are those that are intended for human consumption (ENAC 2007. Document NT -20 Rev. 2 July 2007) and that do not comply with the legislation in its radiological parameters, in particular waters that have high radio contents.
El Radio se adsorbe en el dioxido de manganeso (MnO2) del que esta compuesto la arena verde de manganeso del sistema de filtracion.The Radium is adsorbed on the manganese dioxide (MnO2) of which the green manganese sand of the filtration system is composed.
Por su parte, la arena de sflice empleada en la estructura tipo sandwich del sistema de filtracion de la invencion tiene una doble finalidad: por un lado actua como soporte de la arena verde de manganeso y, por otra parte, evita la coloracion oscura caracterfstica del agua tratada, cuando se emplea solamente arena verde de manganeso. Estas dos caracterfsticas del sistema de filtracion disenado por los autores de la invencion se deben a que la arena de sflice retiene las pequenas partfculas de arena verde de manganeso, que al intercalarse estas con la arena de sflice, aumentan la efectividad del filtro para eliminar radio y evita la coloracion del agua tratada.On the other hand, the silica sand used in the sandwich structure of the filtration system of the invention has a double purpose: on the one hand it acts as a support for the green manganese sand and, on the other hand, it avoids the characteristic dark coloration of the treated water, when only green manganese sand is used. These two characteristics of the filtration system designed by the authors of the invention are due to the fact that silica sand retains the small particles of green manganese sand, which, when interspersed with silica sand, increases the effectiveness of the filter to eliminate radius. and prevents the coloration of treated water.
En particular, la capa superior de arena de sflice protege a la arena verde de manganeso evitando la rapida obstruccion del filtro en el supuesto caso de no utilizarse, debido a las partfculas en suspension que normalmente pueden poseer las aguas a tratar. Por su parte, la capa de arena inferior de arena de sflice, de mayor tamano que la superior, aumenta la efectividad de la arena verde de manganeso para la adsorcion del radio, facilitando ademas la baja turbidez en el agua tratada.In particular, the top layer of silica sand protects the green manganese sand by preventing rapid clogging of the filter in the event of not being used, due to the suspended particles that the waters to be treated can normally possess. For its part, the lower layer of silica sand, larger in size than the upper one, increases the effectiveness of green manganese sand for adsorption of the radius, also facilitating low turbidity in the treated water.
Por tanto, al comparar el sistema de filtracion de la invencion con un filtro que contenga solo arena verde de manganeso, se encuentran diferencias, que no solo afectan a la operatividad del sistema, sino tambien a la turbidez del agua resultante. De esta forma, cuando la arena verde de manganeso se utiliza sola, se obstruye mas rapidamente y aumenta la turbidez del agua resultante.Therefore, when comparing the filtration system of the invention with a filter containing only green manganese sand, differences are found, which not only affect the operation of the system, but also the turbidity of the resulting water. In this way, when green manganese sand is used alone, it clogs faster and increases the turbidity of the resulting water.
En una realizacion particular, el volumen de la capa c) del sistema de filtracion es al menos la mitad del volumen de la capa b). De forma preferida, la relacion entre los volumenes de las capas a), b) y c) es de 1 -4-2.In a particular embodiment, the volume of layer c) of the filtration system is at least half the volume of layer b). Preferably, the ratio between the volumes of layers a), b) and c) is 1 -4-2.
Las caracterfsticas del sistema de filtracion de la invencion, en relacion con el volumen deThe characteristics of the filtration system of the invention, in relation to the volume of
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las capas, diametro, altura, etc, pueden redimensionarse segun las necesidades de caudal del agua a tratar.The layers, diameter, height, etc., can be resized according to the flow needs of the water to be treated.
En otra realizacion principal de la invencion se contempla un metodo para la eliminacion del Ra contenido en agua que comprende i) la filtracion del agua con contenidos de Ra haciendolo pasar a traves del lecho filtrante del sistema de filtracion de la invencion. Opcionalmente, el metodo de eliminacion comprende dos pasos adicionales que permiten ii) la desadsorcion del Ra adsorbido en la arena verde de manganeso durante el paso i) de filtracion y iii) la regeneracion del sistema de filtracion para su posterior reutilizacion (ver figura 3).In another main embodiment of the invention a method is contemplated for the elimination of the Ra contained in water comprising i) the filtration of the water with Ra contents by passing it through the filter bed of the filtration system of the invention. Optionally, the elimination method comprises two additional steps that allow ii) desorption of the Ra adsorbed in the green manganese sand during step i) of filtration and iii) regeneration of the filtration system for subsequent reuse (see figure 3) .
La deadsorcion del Ra adsorbido en la arena verde de manganeso (ii) se lleva a cabo mediante el empleo de acido clorhfdrico diluido, preferiblemente en una concentracion comprendida entre 1 y 1,5 M. De forma preferida, dicho acido se recircula un mfnimo de tres veces, durante un tiempo de al menos una hora por recirculacion, para de esta manera asegurar que se esta actuando de forma efectiva en el sistema.The deadsorption of the Ra adsorbed in the green manganese sand (ii) is carried out by the use of dilute hydrochloric acid, preferably in a concentration between 1 and 1.5 M. Preferably, said acid is recirculated a minimum of three times, for a time of at least one hour per recirculation, in order to ensure that it is acting effectively in the system.
La regeneracion del sistema de filtracion (iii) se lleva a cabo mediante el empleo de permanganato potasico preferiblemente en una concentracion comprendida entre 0,1 y 0,2 M. En realizaciones preferidas, la recirculacion del permanganato potasico se lleva a cabo de la misma forma que el acido clorhfdrico diluido del paso anterior (ii), un mfnimo de tres veces, durante un tiempo de al menos una hora por recirculacion.The regeneration of the filtration system (iii) is carried out by using potassium permanganate preferably in a concentration between 0.1 and 0.2 M. In preferred embodiments, the recirculation of potassium permanganate is carried out therein. form the diluted hydrochloric acid from the previous step (ii), a minimum of three times, for a time of at least one hour per recirculation.
Finalmente se lava el lecho filtrante con agua potable (grifo) para poder ser empleado de nuevo.Finally, the filter bed is washed with drinking water (tap) to be used again.
Como ocurre en cualquier sistema de filtracion, la turbidez provoca la obstruccion el sistema y por lo tanto perjudica el buen funcionamiento del filtro, por lo que el sistema de filtracion de la invencion funciona con mayor operatividad cuanta menor turbidez (1-5 UNF) haya en el agua. Por ello, cualquier tratamiento previo del agua para reducir su turbidez, antes de pasarlo por el sistema de filtracion, sera beneficioso para el rendimiento optimo de dicho sistema.As with any filtration system, turbidity causes the system to clog and therefore impairs the proper functioning of the filter, so that the filtration system of the invention works with greater operability the less turbidity (1-5 UNF) has in water. Therefore, any previous water treatment to reduce its turbidity, before passing it through the filtration system, will be beneficial for the optimum performance of said system.
En una realizacion particular, el metodo de eliminacion del Ra se lleva a cabo a presiones superiores a 0,5 bares. En el metodo de eliminacion de la invencion, la presion minima es esencial ya que, aunque el metodo sigue siendo efectivo, por debajo de esa presion laIn a particular embodiment, the method of elimination of Ra is carried out at pressures greater than 0.5 bar. In the method of eliminating the invention, the minimum pressure is essential since, although the method is still effective, below that pressure the
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eficiencia de eliminacion del radio disminuye.Radio removal efficiency decreases.
Ademas, de forma preferida, el metodo de eliminacion se lleva a cabo a temperatura ambiente. Esto supone una importante ventaja, ya que es la temperatura de trabajo habitual en las Estaciones de Tratamiento de Aguas Potables o en su uso domestico.Also, preferably, the removal method is carried out at room temperature. This supposes an important advantage, since it is the usual working temperature in the Drinking Water Treatment Stations or in its domestic use.
En el paso i) la velocidad espacial del agua a traves del sistema de filtracion se puede controlar y optimizar en base al caudal de trabajo del agua y al volumen del lecho filtrante (Velocidad espacial=Caudal x Volumen).In step i) the spatial velocity of the water through the filtration system can be controlled and optimized based on the working flow of the water and the volume of the filter bed (Space velocity = Flow x Volume).
En el metodo de eliminacion de la presente invencion, el paso del agua a traves del sistema de filtracion en i) se lleva a cabo de forma preferida a una velocidad espacial de 75 h-1, lo que favorece significativamente la eliminacion del radio.In the method of elimination of the present invention, the passage of water through the filtration system in i) is preferably carried out at a spatial speed of 75 h-1, which significantly favors the elimination of the radius.
El diseno de la estructura del sistema de filtracion de la invencion, facilita el desarrollo de los procesos de desadsorcion-regeneracion para su nueva reutilizacion.The design of the structure of the filtration system of the invention facilitates the development of the desorption-regeneration processes for its new reuse.
De forma preferida, el paso ii) para la desadsorcion del Ra de la arena verde por recirculacion del HCl, se lleva a cabo a presiones mayores de 0.5 bares. De esta forma se evita la formacion de burbujas de aire en la arena, que hacen mas ineficiente el proceso. La temperatura de trabajo en este caso no serfa decisiva, por lo que, de forma preferida, para facilitar las condiciones de trabajo, se lleva a cabo a temperatura ambiente.Preferably, step ii) for desorption of Ra from the green sand by recirculation of HCl is carried out at pressures greater than 0.5 bar. This prevents the formation of air bubbles in the sand, which make the process more inefficient. The working temperature in this case would not be decisive, so, preferably, to facilitate working conditions, it is carried out at room temperature.
El sistema de filtracion de Ra contenido en agua de la presente invencion presenta importantes aplicaciones industriales, dado que las caracterfsticas de su diseno pueden redimensionarse para su empleo optimo tanto en plantas potabilizadoras como en consumo domestico (grifo).The filtration system of Ra contained in water of the present invention has important industrial applications, since the characteristics of its design can be resized for optimum use both in water treatment plants and in domestic consumption (tap).
EJEMPLOS Ejemplo 1EXAMPLES Example 1
Eficiencia de retencion de radio en el filtro de arena verde de manganeso de la invencion.Radio retention efficiency in the green manganese sand filter of the invention.
Se fabrico un filtro de arena verde de manganeso con 140 mm de diametro, a partir de una columna en la que su parte inferior se lleno con arena de sflice, en su parte intermedia se coloco la arena verde de manganeso y en la parte superior, de nuevo se introdujo arena deA green manganese sand filter with 140 mm diameter was manufactured, from a column in which its lower part was filled with silica sand, in its intermediate part the green manganese sand was placed and in the upper part, again sand was introduced from
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sflice, siendo la relacion entre volumenes de dichas arenas de 1-4-2. A continuacion, se cerro la columna hermeticamente, efectuandose un lavado con agua potable (grifo) para eliminar las posibles impurezas de las arenas y, se purgo el aire que pudiera contener el sistema de filtracion, para evitar la perdida de eficiencia. El agua fue filtrada a traves de la arena, a temperatura ambiente. El agua natural empleada (agua subterranea) presentaba una concentracion de radio 0.44 ± 0.03 Bq/L, de manganeso < 0.01 mg/L, de hierro <0.05, de calcio 80 mg/L y magnesio 58 mg/L, con un pH de 7.7. Las velocidades espaciales empleadas, se basaron en las que habitualmente se emplean en las Estaciones de Tratamiento de Aguas Potables y fueron de 75, 150 y 170 h-1 durante un tiempo maximo de funcionamiento de 110 horas. A partir de este tiempo la eliminacion del radio disminuyo lo suficiente como para que empezara a ser aconsejable aplicar la regeneracion del sistema.silica, the ratio between volumes of said sands being 1-4-2. Next, the column was closed hermetically, washing with potable water (tap) to eliminate possible impurities from the sands and, the air that could contain the filtration system was purged, to avoid loss of efficiency. Water was filtered through the sand, at room temperature. The natural water used (groundwater) had a concentration of radius 0.44 ± 0.03 Bq / L, manganese <0.01 mg / L, iron <0.05, calcium 80 mg / L and magnesium 58 mg / L, with a pH of 7.7. The space velocities used were based on those usually used in the Drinking Water Treatment Stations and were 75, 150 and 170 h-1 for a maximum operating time of 110 hours. From this time the elimination of the radius decreased enough that it would begin to be advisable to apply the regeneration of the system.
Se fueron analizando alfcuotas sucesivas, con el fin de determinar el contenido del radio en el agua tras su filtracion. La actividad del radio se determino mediante separacion radioqufmica, para posteriormente ser medido por espectrometrfa alfa.Successive alfcuotas were analyzed, in order to determine the content of the radius in the water after filtration. The activity of the radius was determined by radiochemical separation, to later be measured by alpha spectrometry.
Los resultados obtenidos se presentan resumidamente en la tabla 1. En ella se muestran los porcentajes de eliminacion del radio (%), para diferentes velocidades espaciales, con distintos tiempos de tratamiento.The results obtained are summarized in Table 1. It shows the percentages of radius elimination (%), for different spatial speeds, with different treatment times.
La tabla 1 indica que a una mayor velocidad espacial de trabajo, disminuye la eliminacion de radio y perjudica la adsorcion de este por la arena verde de manganeso. Como se puede observar en la tabla 1, los mejores resultados se obtienen para la velocidad espacial de 75 h-1.Table 1 indicates that at a higher spatial working speed, the elimination of radius decreases and damages its adsorption by the green manganese sand. As can be seen in Table 1, the best results are obtained for the spatial velocity of 75 h-1.
TABLA 1TABLE 1
- Tiempo de tratamiento (h) Treatment time (h)
- 1 5 10 15 20 25 40 45 55 70 80 85 90 110 1 5 10 15 20 25 40 45 55 70 80 85 90 110
- Velocidad Speed
- 75 h-1 99 98 95 90 91 90 78 78 84 72 80 83 86 71 75 h-1 99 98 95 90 91 90 78 78 84 72 80 83 86 71
- espacial space
- 150 h-1 95 88 85 85 86 67 71 56 - - - - - - 150 h-1 95 88 85 85 86 67 71 56 - - - - - -
- 170 h-1 170 h-1
- 99 80 86 78 74 66 99 80 86 78 74 66
Ejemplo 2Example 2
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Desadsorcion y regeneracion del filtro de arena verde de manganeso de la invencion.Desorption and regeneration of the green sand filter of manganese of the invention.
La arena de verde de manganeso empleada para la eliminacion del radio en el agua, fue sometida con posterioridad a un tratamiento especffico con el fin de poder volver a utilizarla. Para realizar la desadsorcion del radio de la arena, esta fue tratada con acido clorhfdrico 1M, que se hizo recircular por el sistema tres veces, durante 1 hora. De esta forma, se consiguio recuperar el 63% del radio adsorbido en la arena, empleando HCl 1 M. A continuacion, la arena verde de manganeso fue sometida a un proceso de regeneracion mediante el empleo de permanganato potasico 0.1 M; que se hizo recircular por el sistema tres veces, durante 1 hora. Finalmente, dicha arena se volvio a utilizar para la eliminacion de radio presente en disolucion en el agua. Las condiciones experimentales fueron las mismas que las del ejemplo 1, empleando la velocidad espacial de 75 h-1. Los resultados de la reutilizacion del lecho filtrante se muestran en la tabla 2. En ella se muestran los porcentajes de eliminacion del radio (%), para la velocidad espacial optimizada, con distintos tiempos de tratamiento. Estos indican, al compararlos con los obtenidos en el ejemplo 1, que se produce una mejor eliminacion de radio a tiempos de tratamiento mayores, por lo que los procesos de desadsorcion y regeneracion llevados a cabo en el lecho filtrante tienen como consecuencia incluso una mejora de las caracterfsticas que este tiene como adsorbente natural del radio.The manganese green sand used for the removal of the radius in the water was subsequently subjected to a specific treatment in order to be able to use it again. To perform the desadsorption of the radius of the sand, it was treated with 1M hydrochloric acid, which was recirculated by the system three times, for 1 hour. In this way, 63% of the adsorbed radius in the sand was recovered, using 1 M HCl. Next, the green manganese sand was subjected to a regeneration process by using 0.1 M potassium permanganate; which was recirculated by the system three times, for 1 hour. Finally, said sand was reused for the removal of radio present in solution in the water. The experimental conditions were the same as in example 1, using the spatial velocity of 75 h-1. The results of the reuse of the filter bed are shown in Table 2. It shows the percentages of radius elimination (%), for the optimized space velocity, with different treatment times. These indicate, when compared with those obtained in example 1, that a better radio elimination occurs at higher treatment times, so that the desorption and regeneration processes carried out in the filter bed have as a consequence even an improvement in the characteristics that it has as a natural adsorbent of the radius.
TABLA 2TABLE 2
- Tiempo de tratamiento (h) Treatment time (h)
- Velocidad Speed
- 75 h-1 5 15 40 45 55 70 85 90 110 75 h-1 5 15 40 45 55 70 85 90 110
- espacial space
- 99 98 98 95 95 97 93 92 86 99 98 98 95 95 97 93 92 86
Ejemplo 3Example 3
Para demostrar la mayor efectividad y las ventajas derivadas del sistema de filtracion de la invencion respecto a otros sistemas empleados en el estado de la tecnica, los autores de la presente invencion realizaron estudios comparativos con filtros formados exclusivamente por arena de sflice.To demonstrate the greater effectiveness and the advantages derived from the filtration system of the invention with respect to other systems employed in the state of the art, the authors of the present invention carried out comparative studies with filters formed exclusively of silica sand.
El ensayo se llevo a cabo con agua natural, con las mismas caracterfsticas que el agua empleado en los ejemplos anteriores, y con agua bidestilada.The test was carried out with natural water, with the same characteristics as the water used in the previous examples, and with double distilled water.
En el caso del agua bidestilada, que logicamente posee un bajo contenido salino, y con pH 5.5, se observo que la eliminacion era practicamente total para el contenido de radio (figura 1). Sin embargo, como se puede apreciar en la figura 2, para un agua natural con un mayor contenido salino y con dos pHs diferentes, el pH natural, 7.7, y un pH similar al agua 5 bidestilada (pH 6), se produjo una rapida perdida en la eficiencia de eliminacion del radio.In the case of double-distilled water, which logically has a low saline content, and with pH 5.5, it was observed that the elimination was practically total for the radius content (Figure 1). However, as can be seen in Figure 2, for a natural water with a higher saline content and with two different pHs, the natural pH, 7.7, and a pH similar to double-distilled water (pH 6), rapidity occurred Loss in radio removal efficiency.
Por tanto, los resultados obtenidos mostraron que, aunque estos sistemas pueden adsorber radio en condiciones ideales (agua bidestilada + radio), en condiciones reales (aguas subterraneas o aguas superficiales), tales como el agua utilizada en los ejemplos anteriores, la adsorcion de radio en la arena de sflice desciende rapidamente, al filtrar solamente 10 L 10 de dicha agua.Therefore, the results obtained showed that, although these systems can adsorb radio under ideal conditions (double-distilled water + radio), under real conditions (groundwater or surface water), such as the water used in the previous examples, the radio adsorption in silica sand it descends rapidly, by filtering only 10 L 10 of said water.
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