WO2018190699A1 - System for filtering and aerating a body of water - Google Patents
System for filtering and aerating a body of water Download PDFInfo
- Publication number
- WO2018190699A1 WO2018190699A1 PCT/MX2017/000051 MX2017000051W WO2018190699A1 WO 2018190699 A1 WO2018190699 A1 WO 2018190699A1 MX 2017000051 W MX2017000051 W MX 2017000051W WO 2018190699 A1 WO2018190699 A1 WO 2018190699A1
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- WIPO (PCT)
- Prior art keywords
- water
- bed
- filter
- mesh
- filtering
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Classifications
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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
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/20—Treatment of water, waste water, or sewage by degassing, i.e. liberation of dissolved gases
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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
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/74—Treatment of water, waste water, or sewage by oxidation with air
Definitions
- the present invention relates to filtration and aeration systems of water bodies, specifically to filtration and aeration systems for lakes, ponds and ponds.
- one of the main environmental problems consists in the aquifer contamination by the human being, particularly of the continental water or fresh water, which is present in rivers, streams, lakes, lagoons, etc.
- Some of the proposed solutions to counteract this problem include various approaches, such as regulations for industries that discharge waste to said bodies of water, another approach is cleaning, purification and bioremediation equipment, which include structures and mechanisms complexes to carry out water treatment, conventionally said equipment is integrated into water treatment plants that entail a complete process to be able to perform said treatment, having the disadvantage of requiring specialized facilities and constant maintenance hand, where the assembly of Such specialized facilities tend to be complex, in addition to requiring conditioned or specialized locations.
- the system of the present invention has been developed which comprises a structure for assembly of the filtering and aeration system that is easy to assemble and does not require specialized or conditioned land and / or places, and can be installed inside of the body of water and having a autonomous operation that only requires a scheduled maintenance to ensure its correct operation, allowing bioremediation of the water body with a constant operation of the system, which does not require a transport of water from said body to any facility for treatment.
- the technological principle on which the apparatus of the patent application US 2013/13826522 A is based comprises a pair of discs that generate turbulence in the liquid, thereby achieving oxygenation of the liquid that is present in the area of mixed, which clearly shows that the principle of operation and construction of the apparatus are completely different from those of the present invention, since the present invention includes a system that takes advantage of the potential energy of the liquid and the effect of gravity to achieve an airy with an efficiency well above the apparatus proposed in the patent application US 2013/13826522 A and similarly, the system of the present invention takes advantage of the use of the flow channel to achieve a solids removal, a situation that is impossible in the Galletta apparatus.
- WO 2007/103153 A2 by Brodd Gregory et al entitled “Methods and Devices for Improved Aeration from Vertically Oriented Submerged Membranes” describes vertical flow means for performing an aeration in water bodies.
- the construction and technological implementation of said device is completely different from the system of the present invention, since the device of Brodd Gregory et al., employs a vertical flow channel for the injection of a gas through an array of membranes.
- the device of WO 2007/103153 A2 does not include or present filtering means so that its operation and efficiency for bioremediation of water bodies is almost nil.
- the present invention relates to a water body filtering and aeration system that has a high yield in the water filtrate, reaching efficiencies equal to or greater than 80% as well as high oxygenation, thereby increasing the purity of the water present. at body of water and reducing secondary pollution of the animals themselves that consume water.
- the present invention also aims to provide an easily assembled filtering and aeration system, which does not require a specialized site and / or place for assembly.
- Another objective of the present invention is to provide a filtration and aeration system with autonomous operation that only requires scheduled maintenance to ensure its correct operation, thus allowing bioremediation of the water body with the constant operation of the system, which also does not It requires the transport of water from a body to a facility for treatment.
- Figure 1 shows the filtering and aeration system of fully assembled bodies of water
- Figure 2 shows the reinforced modular disassembly mounting structure of the filtering and aeration system of Figure 1;
- Figure 3 shows the base of the reinforced modular disassembly mounting structure of the filtering and aeration system of Figure 1; Y
- Figure 4 shows the filter that is installed inside the reinforced modular disassembly mounting structure of the filtering and aeration system of Figure 1.
- Figure 1 shows a fully assembled water body filtering and aeration system 10, which is comprised of a reinforced modular disarmable mounting structure 11, a base 12, and a filter 40.
- the reinforced modular disarmable mounting structure 11 is installed on the base 12 and the filter 40 is placed inside the mounting structure 11.
- the reinforced modular disassembly mounting structure 11 is constituted by rods that form a hollow body 20 in the form of a parallelepiped, where the parallelepiped has horizontal means 21 in its lower section that allow increasing the bearing surface of the structure 11 as well as vertical means 22 that allow the structure 11 to be buried.
- the reinforced modular removable mounting structure 11 comprises tongue and groove means 23 that allow various modules to be stacked to the structure 11 in order to achieve a desired height of this way allowing a reconfigurable modular structure.
- the inner section of the reinforced modular removable mounting structure 11 also has support means (not shown).
- the parallelepiped rods are approximately 2.54 cm (one inch) thick, although different rod thicknesses can be used. In a preferred embodiment, the parallelepiped is approximately 2 meters long by 1.5 meters wide, although a person skilled in the art will understand that the dimensions of the parallelepiped can be modified according to the installation needs.
- cross-members 27 are connected by means of a screw in the central part 28.
- different connecting elements to the screws can be used, such as, but not limited to, pivot, locks, hooks, etc.
- the modular removable reinforced mounting structure 11 comprises in its upper section, a coupling platform for filter 24, wherein the coupling platform for filter 24 has a mesh or trellis in order to retain a filter, the coupling platform for filter 24 having a dimension of approximately 2 meters long by 1 meter wide.
- the coupling platform for filter 24 is not limited to the aforementioned dimensions, since the size of the platform may vary according to the dimensional needs of the structure 11.
- the upper section of the structure of Reinforced modular modular mounting 11 also comprises a single rail 25 placed on one side of the structure 11 (can be the left or right side) approximately 1.5 meters long by 1.20 meters high whose main objective is to provide security to the person Who handles the filter.
- a set of solar panels 26 is located opposite the filter coupling platform 24.
- the set of solar panels 26 is composed of three solar panels oriented from East to West, so that they can always receive sunlight.
- the power generated by each of the solar panels is 266 Watts, thus having a total power of 798 Watts to energize a hydraulic pump (not shown) that draws water from a body of water and drives it vertically to through my vertical flow channel 41 (see figure 4).
- the hydraulic pump is submerged in a small ditch that corresponds to half the base structure according to the topography of the ground with a depth of half a meter.
- the hydraulic pump comprises a tube one inch in diameter by seven meters long of reinforced plastic at the top with a 90 ° elbow with a twenty-centimeter tube and another 90 ° elbow with a nipple (threaded nozzle) of 5 cm so that the water falls on a perforated filter wheel 40.
- the base 12 is shown, which is formed by a drawer for receiving water 30 in a rectangular form.
- the water receiving drawer 30 measures approximately 2.40 meters x 1.60 meters.
- the drawer for receiving water 30 comprises in each of its corners, specifically at the bottom of the corners, a shoe 31, which is fixed by means of screws and nuts through a tube (not shown) of approximately 0.30 cm long and 2.54 cm thick (one inch) located inside each corner of the drawer to receive water 30.
- a rod 32 is fixed, where The rod 32 is a 1/8 corrugated rod with hooks one meter long with the aim of burying the base 12 approximately one meter to the ground.
- the drawer for receiving water 30 being an inclined box-shaped structure.
- the base 12 is fixed and leveled by corrugated rods 33 approximately one inch thick and three meters long, the corrugated rods 33 located at each corner of the drawer to receive water 30.
- the rods 33 are buried one meter to the ground, while the remaining two meters are left out in order to fix the reinforced modular removable mounting structure 11 through the vertical means 22 to the remaining two meters by means of clamps 34 located along the remaining two meters of the corrugated rods 33.
- the clamps 34 being adapted according to the thickness of the elements to be joined, and can be constructed of any suitable material.
- Figure 4 shows a filter 40 (see also figure 1) connected to a composite vertical outlet 41 and a horizontal plastic mesh 42.
- the filter 40 consists of two perforated boxes of Walterino baskets one above the other whose dimensions are 45 cm long x 37 cm wide x 31 cm deep.
- the boxes comprise a plastic around inside, and have a height of 60 cm.
- the filter 40 also comprises a filtering structure of interchangeable packed beds (not shown), and is constituted by a removable body that includes five beds of natural materials separated by meshes, first, a poma stone bed separated by a mesh and in direct contact with a bed of jal with an average particle size smaller than that of the poma stone, a second bed of jal separated by a mesh with an average particle size smaller than that of the previous jal bed and a third bed of jal separated by a mesh with an average particle size which is smaller than the bed of jal with which it is in direct contact, to finish packing said filter, a last layer of natural carbon is placed separated by a mesh in contact Direct with the third bed of Jal, this filtering structure (not shown) is supported on a base attached to the mounting structure and on the upper end of the filt structure rado is operatively linked.
- the box below has a plastic mesh of squirrel in the seat and 20 cm of coal of 3 ⁇ 4 cm thick and above is placed another mesh of burlap and 10 cm of pommel stone of 3 ⁇ 4 cm thick, while that in the next box a squirrel mesh is placed on the seat and 10 cm of 1 ⁇ 2 cm thick, then a plastic mesh of 10 cm thick and 1 cm thick poma stone is placed and finally placed another plastic mesh of burlap and 10 cm of poma stone 2 cm thick.
- a vertical flow channel (not shown) is fed by a water flow that comes from a hydraulic pump, where the hydraulic pump is energized by the set of solar panels 26, thus allowing the filtering and aeration system of Water body 10 of the present invention is self-sufficient.
- the vertical flow channel is also connected to filter 40.
- the filter 40 is also connected to the composite vertical outlet 41 which is a tube approximately one inch in diameter at 180 ° connected to a hydraulic pump that brings water from a body of water to the filter 40.
- the main objective of said composite vertical outlet 41 is to redirect an upward flow and release it so that this collision, due to gravity, against the horizontal plastic mesh 42.
- the horizontal plastic mesh 42 is a horizontal mesh of a wavy irregularly shaped plastic material comprising a series of perforations of approximately 0.5 cm along the horizontal plastic mesh 42, where the corrugation of the plastic mesh together with the horizontal position generates several contact and shock surfaces that increase the turbulence and dispersion of the fluid flow area , thus dividing the flow of fluid from a single stream to several flows, increasing the surface of water contact with the air and increasing the oxygenation of treated water.
- the horizontal plastic mesh comprises perforations of approximately 0.5 cm along the fall (in a preferred embodiment the fall is approximately 6 meters), which allows 100% oxygenation and 80% filtration. In a preferred embodiment of the invention, the mesh measures twelve meters in length by one meter in width, although the dimensions can be varied.
- the water receiving drawer 30 includes means for connecting to a flow discharge channel 35 which is constructed in a horizontal position with a defined degree of inclination, in order to move the flow discharge of the system 10 as far as possible from the inlet thereof. , considerably reducing the feedback of previously treated water to the system 10 and also increasing its efficiency.
- the flow discharge channel 35 is a plastic tube approximately 20 meters long of 11 ⁇ 2 inches, which is located in a corner of the drawer for receiving water 30.
- the reinforced modular disarmable mounting structure 11 comprises a two meter high cyclonic mesh 29 with an access door 29 'which gives the user access to the area of the filtering structure through the access door 29 'and a ladder, as well as providing scheduled maintenance to the filter 40, the hydraulic pump and the solar panel assembly 26.
- the system of the present invention will have six daily hours of sun, the most effective hours, from 11 am to 5 pm, filtering and oxygenating from 40 thousand to 50 thousand daily liters
- the filters 40 can be changed according to the solids found in the body of water being cleaned. When changing the filters, the residual material piled up after a month will become compost, using it for plants or a plot.
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- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
Description
SISTEMA DE FILTRADO Y AIREADO DE CUERPO DE AGUA WATER BODY FILTERING AND AIR SYSTEM
CAMPO DE LA INVENCIÓN FIELD OF THE INVENTION
La presente invención se refiere a sistemas de filtrado y aireado de cuerpos de agua, específicamente a sistemas de filtrado y aireado para lagos, lagunas y estanques. The present invention relates to filtration and aeration systems of water bodies, specifically to filtration and aeration systems for lakes, ponds and ponds.
ANTECEDENTES DE LA INVENCION BACKGROUND OF THE INVENTION
En la actualidad uno de los principales problemas ambientales consiste en la contaminación acuífera por parte del ser humano, particularmente del agua continental o agua dulce, la cual está presente en ríos, arroyos, lagos, lagunas, etc. Algunas de las soluciones propuestas para contrarrestar este problema comprenden diversos acercamientos, como por ejemplo, normatividades para las industrias que descargan residuos a dichos cuerpos de agua, otro de los acercamientos son los equipos de limpieza, purificación y biorremediación, los cuales comprenden estructuras y mecanismos complejos para realizar el tratamiento del agua, convencionalmente dichos equipos se integran dentro de plantas de tratamiento de agua que conllevan un proceso completo para poder realizar dicho tratamiento, teniendo el inconveniente de requerir instalaciones especializadas y de mano de mantenimiento constante, en donde el montaje de dichas instalaciones especializadas tiende a ser complejo, además de requerir ubicaciones acondicionadas o especializadas. At present, one of the main environmental problems consists in the aquifer contamination by the human being, particularly of the continental water or fresh water, which is present in rivers, streams, lakes, lagoons, etc. Some of the proposed solutions to counteract this problem include various approaches, such as regulations for industries that discharge waste to said bodies of water, another approach is cleaning, purification and bioremediation equipment, which include structures and mechanisms complexes to carry out water treatment, conventionally said equipment is integrated into water treatment plants that entail a complete process to be able to perform said treatment, having the disadvantage of requiring specialized facilities and constant maintenance hand, where the assembly of Such specialized facilities tend to be complex, in addition to requiring conditioned or specialized locations.
Tomando en cuenta los problemas antes mencionados, se ha desarrollado el sistema de la presente invención que comprende una estructura para montaje del sistema de filtrado y aireado que es de fácil montaje y no requiere de terreno y/o lugares especializados o acondicionados, pudiéndose instalar dentro del cuerpo de agua y teniendo un funcionamiento autónomo que sólo requiere un mantenimiento programado para asegurar su correcto funcionamiento, permitiendo la biorremediación del cuerpo de agua con un funcionamiento constante del sistema, el cual no requiere un transporte de agua de dicho cuerpo a alguna instalación para su tratamiento. Taking into account the aforementioned problems, the system of the present invention has been developed which comprises a structure for assembly of the filtering and aeration system that is easy to assemble and does not require specialized or conditioned land and / or places, and can be installed inside of the body of water and having a autonomous operation that only requires a scheduled maintenance to ensure its correct operation, allowing bioremediation of the water body with a constant operation of the system, which does not require a transport of water from said body to any facility for treatment.
En la actualidad, existen algunos sistemas de filtrado y aireado como es el caso de la solicitud de patente US 2013/13826522 Ά de Galletta Robert J. titulado como "Métodos y Aparatos para la aeración de un medio líquido y un sistema de tratamiento de medio líquido", el cual describe un aparato y/o dispositivo de aireado, su implementación y construcción tecnológica. Sin embargo, el aparato de dicha solicitud de patente dista completamente de la invención propuesta ya que dicho aparato comprende una estructura en forma de domo que flota sobre la superficie del cuerpo de agua, de esta manera impidiendo incluir medios para dosificar el agua tratada en una ubicación alejada de la entrada de flujo al aparato y además reduciendo considerablemente el rendimiento del aparato. De igual manera, al ser un aparato flotante, el mismo está expuesto a atascamientos e incluso no es aplicable en cuerpos de agua donde exista una corriente de flujo, como por ejemplo, ríos. At present, there are some filtration and aeration systems such as the application of US patent 2013/13826522 Ά by Galletta Robert J. entitled "Methods and Apparatus for the aeration of a liquid medium and a medium treatment system liquid ", which describes a device and / or aeration device, its implementation and technological construction. However, the apparatus of said patent application is far from the proposed invention since said apparatus comprises a dome-shaped structure that floats on the surface of the water body, thus preventing including means for dosing the treated water in a location away from the flow inlet to the apparatus and also considerably reducing the performance of the apparatus. Similarly, being a floating apparatus, it is exposed to clogging and is not even applicable in bodies of water where there is a flow of flow, such as rivers.
Así mismo, el principio tecnológico en el que se basa el aparato de la solicitud de patente US 2013/13826522 A comprende un par de discos que generan turbulencia en el líquido, logrando con esto la oxigenación del líquido que se encuentre presente en el área de mezclado, con lo cual se aprecia claramente que el principio de funcionamiento y construcción del aparato son completamente diferentes a los de la presente invención, puesto que la presente invención incluye un sistema que aprovecha la energía potencial del líquido y el efecto de la gravedad para lograr un aireado con una eficiencia muy por arriba del aparato propuesto en la solicitud de patente US 2013/13826522 A y de igual manera, el sistema de la presente invención aprovecha el uso del canal de flujo para lograr una remoción de sólidos, situación que es imposible en el aparato de Galletta. Likewise, the technological principle on which the apparatus of the patent application US 2013/13826522 A is based comprises a pair of discs that generate turbulence in the liquid, thereby achieving oxygenation of the liquid that is present in the area of mixed, which clearly shows that the principle of operation and construction of the apparatus are completely different from those of the present invention, since the present invention includes a system that takes advantage of the potential energy of the liquid and the effect of gravity to achieve an airy with an efficiency well above the apparatus proposed in the patent application US 2013/13826522 A and similarly, the system of the present invention takes advantage of the use of the flow channel to achieve a solids removal, a situation that is impossible in the Galletta apparatus.
Por otra parte, el documento WO 2007/103153 A2 de Brodd Gregory et al, titulado como "Métodos y Dispositivos para una aeración mejorada a partir de membranas sumergidas verticalmente orientadas' describe medios de flujo vertical para realizar una aeración en cuerpos de agua. Sin embargo, la construcción e implementación tecnológica de dicho dispositivo es completamente diferente al sistema de la presente invención, puesto que el dispositivo de Brodd Gregory et al., emplea un canal de flujo vertical para la inyección de un gas a través de un arreglo de membranas que tienen el objetivo de difundir el aire a un líquido, esto implica la no extracción del agua, debido a que inyecta el aire y de igual manera al usar membranas en dicho dispositivo, su empleo en cuerpos de agua está virtualmente impedido o es imposible debido a las condiciones de operación especializadas que requieren dichas membranas, así como su fragilidad, a diferencia de la presente invención. On the other hand, WO 2007/103153 A2 by Brodd Gregory et al, entitled "Methods and Devices for Improved Aeration from Vertically Oriented Submerged Membranes" describes vertical flow means for performing an aeration in water bodies. However, the construction and technological implementation of said device is completely different from the system of the present invention, since the device of Brodd Gregory et al., employs a vertical flow channel for the injection of a gas through an array of membranes. which have the objective of diffusing the air to a liquid, this implies the non-extraction of water, because it injects the air and in the same way when using membranes in said device, its use in bodies of water is virtually impeded or impossible because to the specialized operating conditions required by said membranes, as well as their fragility, unlike the present invention.
De igual manera, el dispositivo del documento WO 2007/103153 A2 no incluye ni presenta medios de filtrado por lo que su funcionamiento y eficiencia para la biorremediación de cuerpos de agua es casi nula. Similarly, the device of WO 2007/103153 A2 does not include or present filtering means so that its operation and efficiency for bioremediation of water bodies is almost nil.
BREVE DESCRIPCIÓN DE LA INVENCIÓN BRIEF DESCRIPTION OF THE INVENTION
La presente invención se refiere a un sistema de filtrado y aireado de cuerpos de agua que tiene un alto rendimiento en el filtrado de agua, alcanzando eficiencias iguales o mayores al 80% así como una alta oxigenación, de esta manera incrementando la pureza del agua presente en el cuerpo de agua y reduciendo la contaminación secundaria de los propios animales que hacen consumo del agua. The present invention relates to a water body filtering and aeration system that has a high yield in the water filtrate, reaching efficiencies equal to or greater than 80% as well as high oxygenation, thereby increasing the purity of the water present. at body of water and reducing secondary pollution of the animals themselves that consume water.
La presente invención también tiene como objetivo proporcionar un sistema de filtrado y aireado de fácil montaje, el cual no requiere de un terreno y/o lugar especializado o acondicionado para su montaje. The present invention also aims to provide an easily assembled filtering and aeration system, which does not require a specialized site and / or place for assembly.
Otro objetivo de la presente invención es proporcionar un sistema de filtrado y aireado con un funcionamiento autónomo que únicamente requiere mantenimientos programados para asegurar su correcto funcionamiento, permitiendo de esta manera una biorremediación del cuerpo de agua con el funcionamiento constante del sistema, el cual además no requiere ' de transporte de agua de un cuerpo a alguna instalación para su tratamiento. Another objective of the present invention is to provide a filtration and aeration system with autonomous operation that only requires scheduled maintenance to ensure its correct operation, thus allowing bioremediation of the water body with the constant operation of the system, which also does not It requires the transport of water from a body to a facility for treatment.
Otras ventajas de la presente invención, serán aparentes para un técnico en la materia al revisar la presente invención en su conjunto. Other advantages of the present invention will be apparent to a person skilled in the art when reviewing the present invention as a whole.
BRBVB DESCRIPCIÓN DE LAS FIGURAS BRBVB DESCRIPTION OF THE FIGURES
La presente invención será mejor entendida a partir de las siguientes figuras tomadas en conjunto con la descripción detallada de la invención, en donde las figuras describen: The present invention will be better understood from the following figures taken in conjunction with the detailed description of the invention, wherein the figures describe:
La figura 1 muestra el sistema de filtrado y aireado de cuerpos de agua completamente montado; Figure 1 shows the filtering and aeration system of fully assembled bodies of water;
La figura 2 muestra la estructura de montaje desarmable modular reforzada del sistema de filtrado y aireado de la figura 1; Figure 2 shows the reinforced modular disassembly mounting structure of the filtering and aeration system of Figure 1;
La figura 3 muestra la base de la estructura de montaje desarmable modular reforzada del sistema de filtrado y aireado de la figura 1; y Figure 3 shows the base of the reinforced modular disassembly mounting structure of the filtering and aeration system of Figure 1; Y
La figura 4 muestra el filtro que se instala dentro de la estructura de montaje desarmable modular reforzada del sistema de filtrado y aireado de la figura 1. DESCRIPCIÓN DETALLADA DE IA INVENCIÓN Figure 4 shows the filter that is installed inside the reinforced modular disassembly mounting structure of the filtering and aeration system of Figure 1. DETAILED DESCRIPTION OF THE INVENTION
La figura 1 muestra un sistema de filtrado y aireado de cuerpo de agua 10 completamente montado, el cual está comprendido por una estructura de montaje desarmable modular reforzada 11, una base 12, y un filtro 40. La estructura de montaje desarmable modular reforzada 11 se instala sobre la base 12 y el filtro 40 es colocado dentro de la estructura de montaje 11. Figure 1 shows a fully assembled water body filtering and aeration system 10, which is comprised of a reinforced modular disarmable mounting structure 11, a base 12, and a filter 40. The reinforced modular disarmable mounting structure 11 is installed on the base 12 and the filter 40 is placed inside the mounting structure 11.
Haciendo referencia a la figura 2, la estructura de montaje desarmable modular reforzada 11 está constituida por varillas que conforman un cuerpo hueco 20 en forma de paralelepípedo, en donde el paralelepípedo presenta medios horizontales 21 en su sección inferior que permiten incrementar la superficie de apoyo de la estructura 11 así como medios verticales 22 que permiten enterrar la estructura 11. La estructura de montaje desarmable modular reforzada 11 comprende medios de machihembrado y aseguramiento 23 que permiten apilar diversos módulos a la estructura 11 con el objetivo de lograr una altura deseada, de esta manera permitiendo una estructura modular reconfigurable. Cabe señalar que la sección interior de la estructura de montaje desarmable modular reforzada 11 también presenta medios de soporte (no mostrados) . Las varillas del paralelepípedo son de aproximadamente 2.54 cm (una pulgada) de grosor, aunque se pueden usar diferentes grosores de varilla. En una modalidad preferida, el paralelepípedo mide aproximadamente 2 metros de largo por 1.5 metros de ancho, aunque un técnico en la materia entenderá que las dimensiones del paralelepípedo pueden ser modificadas conforme a las necesidades de instalación. Referring to FIG. 2, the reinforced modular disassembly mounting structure 11 is constituted by rods that form a hollow body 20 in the form of a parallelepiped, where the parallelepiped has horizontal means 21 in its lower section that allow increasing the bearing surface of the structure 11 as well as vertical means 22 that allow the structure 11 to be buried. The reinforced modular removable mounting structure 11 comprises tongue and groove means 23 that allow various modules to be stacked to the structure 11 in order to achieve a desired height of this way allowing a reconfigurable modular structure. It should be noted that the inner section of the reinforced modular removable mounting structure 11 also has support means (not shown). The parallelepiped rods are approximately 2.54 cm (one inch) thick, although different rod thicknesses can be used. In a preferred embodiment, the parallelepiped is approximately 2 meters long by 1.5 meters wide, although a person skilled in the art will understand that the dimensions of the parallelepiped can be modified according to the installation needs.
Cada uno de los módulos de la estructura de montaje desarmable modular reforzada 11 además de ser unidos mediante los medios de machihembrado y aseguramiento 23, también son unidos mediante crucetas 27, en donde las crucetas 27 están unidas mediante un tornillo en la parte central 28. Como un técnico en la materia entenderá, se pueden utilizar elementos de unión diferentes a los tornillos, tales como, pero no limitados a, pivotee, seguros, ganchos, etc. Each of the modules of the reinforced modular disassembly assembly structure 11, in addition to being joined by means of tongue and groove means 23, are also connected by cross-members 27, where the cross-members 27 are connected by means of a screw in the central part 28. As one skilled in the art will understand, different connecting elements to the screws can be used, such as, but not limited to, pivot, locks, hooks, etc.
La estructura de montaje desarmable modular reforzada 11 comprende en su sección superior, una plataforma de acoplamiento para filtro 24, en donde la plataforma de acoplamiento para filtro 24 tiene una malla o enrejado con el objetivo de retener un filtro, la plataforma de acoplamiento para filtro 24 teniendo una dimensión de aproximadamente 2 metros de largo por 1 metro de ancho. Como un técnico en la materia entenderá, la plataforma de acoplamiento para filtro 24 no se limita a las dimensiones anteriormente mencionadas, ya que el tamaño de la plataforma puede variar conforme a las necesidades dimensionales de la estructura 11. La sección superior de la estructura de montaje desarmable modular reforzada 11 también comprende un barandal sencillo 25 colocado en uno de los lados de la estructura 11 (puede ser el lado izquierdo o derecho) de aproximadamente 1.5 metros de largo por 1.20 metros de alto cuyo objetivo principal es proporcionar seguridad a la persona quien maneja el filtro. Así mismo, en la sección superior de la estructura 11, se encuentra localizado de manera opuesta a la plataforma de acoplamiento para filtro 24 un conjunto de paneles solares 26. The modular removable reinforced mounting structure 11 comprises in its upper section, a coupling platform for filter 24, wherein the coupling platform for filter 24 has a mesh or trellis in order to retain a filter, the coupling platform for filter 24 having a dimension of approximately 2 meters long by 1 meter wide. As one skilled in the art will understand, the coupling platform for filter 24 is not limited to the aforementioned dimensions, since the size of the platform may vary according to the dimensional needs of the structure 11. The upper section of the structure of Reinforced modular modular mounting 11 also comprises a single rail 25 placed on one side of the structure 11 (can be the left or right side) approximately 1.5 meters long by 1.20 meters high whose main objective is to provide security to the person Who handles the filter. Likewise, in the upper section of the structure 11, a set of solar panels 26 is located opposite the filter coupling platform 24.
El conjunto de paneles solares 26 está compuesto de tres paneles solares orientados de Este a Oeste, de tal manera que siempre puedan recibir luz solar. La potencia generada por cada uno de los paneles solares es de 266 Watts, de esta manera teniendo una potencia total de 798 Watts para energizar una bomba hidráulica (no mostrada) que extrae agua de un cuerpo de agua y la impulsa en posición vertical a través de mi canal de flujo vertical 41 (ver figura 4) .The set of solar panels 26 is composed of three solar panels oriented from East to West, so that they can always receive sunlight. The power generated by each of the solar panels is 266 Watts, thus having a total power of 798 Watts to energize a hydraulic pump (not shown) that draws water from a body of water and drives it vertically to through my vertical flow channel 41 (see figure 4).
La bomba hidráulica se encuentra sumergida en una pequeña zanja que corresponde a media estructura de la base conforme a la topografía del terreno con una profundidad de medio metro. La bomba hidráulica comprende un tubo de una pulgada de diámetro por siete metros de largo de plástico reforzado en la parte superior con un codo de 90° con un tubo de veinte centímetros y otro codo de 90° con un nipple (boquilla roscada) de 5 cm para que el agua caiga en una rueda perforada del filtro 40. The hydraulic pump is submerged in a small ditch that corresponds to half the base structure according to the topography of the ground with a depth of half a meter. The hydraulic pump comprises a tube one inch in diameter by seven meters long of reinforced plastic at the top with a 90 ° elbow with a twenty-centimeter tube and another 90 ° elbow with a nipple (threaded nozzle) of 5 cm so that the water falls on a perforated filter wheel 40.
Haciendo referencia a la figura 3, se muestra la base 12, la cual está conformada por un cajón para recibir agua 30 en forma rectangular. En una modalidad preferida, el cajón para recibir agua 30 mide aproximadamente 2.40 metros x 1.60 metros. El cajón para recibir agua 30 comprende en cada una de sus esquinas, específicamente en la parte inferior de las esquinas, una zapata 31, la cual se fija por medio de tornillos y tuercas a través de un tubo (no mostrado) de aproximadamente 0.30 cm de largo y 2.54 cm de grosor (una pulgada) localizado dentro de cada una de las esquinas del cajón para recibir agua 30. En la parte media de cada uno de los costados del cajón para recibir agua 30 se fija una varilla 32, en donde la varilla 32 es una varilla corrugada de 1/8 con ganchos de un metro de largo con el objetivo de enterrar la base 12 aproximadamente un metro al suelo. El cajón para recibir agua 30 siendo una estructura con forma de caja inclinada. Referring to Figure 3, the base 12 is shown, which is formed by a drawer for receiving water 30 in a rectangular form. In a preferred embodiment, the water receiving drawer 30 measures approximately 2.40 meters x 1.60 meters. The drawer for receiving water 30 comprises in each of its corners, specifically at the bottom of the corners, a shoe 31, which is fixed by means of screws and nuts through a tube (not shown) of approximately 0.30 cm long and 2.54 cm thick (one inch) located inside each corner of the drawer to receive water 30. In the middle part of each side of the drawer to receive water 30 a rod 32 is fixed, where The rod 32 is a 1/8 corrugated rod with hooks one meter long with the aim of burying the base 12 approximately one meter to the ground. The drawer for receiving water 30 being an inclined box-shaped structure.
Adicionalmente, la base 12 se fija y nivela mediante varillas corrugadas 33 de aproximadamente una pulgada de espesor y tres metros de largo, las varillas corrugadas 33 localizadas en cada una de las esquinas del cajón para recibir agua 30. Las varillas 33 se entierran un metro al suelo, en tanto que los dos metros restantes quedan fuera para así fijar la estructura de montaje desarmable modular reforzada 11 a través de los medios verticales 22 a los dos metros restantes mediante abrazaderas 34 localizadas a lo largo de los dos metros restantes de las varillas corrugadas 33. Additionally, the base 12 is fixed and leveled by corrugated rods 33 approximately one inch thick and three meters long, the corrugated rods 33 located at each corner of the drawer to receive water 30. The rods 33 are buried one meter to the ground, while the remaining two meters are left out in order to fix the reinforced modular removable mounting structure 11 through the vertical means 22 to the remaining two meters by means of clamps 34 located along the remaining two meters of the corrugated rods 33.
Las abrazaderas 34 siendo adaptadas conforme al espesor de los elementos a unir, y pudiendo ser construidas de cualquier material adecuado. The clamps 34 being adapted according to the thickness of the elements to be joined, and can be constructed of any suitable material.
La figura 4 muestra un filtro 40 (ver también figura 1) conectado a una salida vertical compuesta 41 y a una malla de plástico horizontal 42. El filtro 40 consiste en dos cajas perforadas de cestas Walterino una arriba de la otra cuyas dimensiones son de 45 cm de largo x 37 cm de ancho x 31 cm de profundidad. Las cajas comprenden un plástico alrededor por dentro, y tienen una altura de 60 cm. El filtro 40 además comprende una estructura de filtrado de camas empacadas intercambiables (no mostrado) , y está constituida por un cuerpo removible que incluye en su interior cinco camas de materiales naturales separadas por mallas, primeramente, una cama de piedra poma separada por una malla y en contacto directo con una cama de jal con un tamaño promedio de partícula menor al de la piedra poma, una segunda cama de jal separada por una malla con un tamaño promedio de partícula menor al de la cama de jal anterior y una tercera cama de jal separada por una malla con un tamaño promedio de partícula el cual es inferior al de la cama de jal con la que está en contacto directo, para terminar de empacar dicho filtro, se pone una última capa de carbón natural separada por una malla en contacto directo con la tercer cama de jal, esta estructura de filtrado (no mostrado) se soporta sobre una base unida a la estructura de montaje y sobre el extremo superior de la estructura de filtrado se tiene unida operativamente . De maulera más específica, la caja de abajo tiene una malla de plástico de arpilla en el asiento y 20 cm de carbón de ¾ cm de grosor y arriba se coloca otra malla de arpilla y 10 cm de piedra poma de ¾ cm de grosor, mientras que en la siguiente caja se coloca arriba una malla de arpilla en el asiento y 10 cm de jal de ½ cm de grosor, enseguida se coloca una malla de plástico de arpilla y 10 cm de piedra poma de 1 cm de grosor y finalmente se coloca otra malla de plástico de arpilla y 10 cm de piedra poma de 2 cm de grosor. Figure 4 shows a filter 40 (see also figure 1) connected to a composite vertical outlet 41 and a horizontal plastic mesh 42. The filter 40 consists of two perforated boxes of Walterino baskets one above the other whose dimensions are 45 cm long x 37 cm wide x 31 cm deep. The boxes comprise a plastic around inside, and have a height of 60 cm. The filter 40 also comprises a filtering structure of interchangeable packed beds (not shown), and is constituted by a removable body that includes five beds of natural materials separated by meshes, first, a poma stone bed separated by a mesh and in direct contact with a bed of jal with an average particle size smaller than that of the poma stone, a second bed of jal separated by a mesh with an average particle size smaller than that of the previous jal bed and a third bed of jal separated by a mesh with an average particle size which is smaller than the bed of jal with which it is in direct contact, to finish packing said filter, a last layer of natural carbon is placed separated by a mesh in contact Direct with the third bed of Jal, this filtering structure (not shown) is supported on a base attached to the mounting structure and on the upper end of the filt structure rado is operatively linked. More specific maulera, the box below has a plastic mesh of squirrel in the seat and 20 cm of coal of ¾ cm thick and above is placed another mesh of burlap and 10 cm of pommel stone of ¾ cm thick, while that in the next box a squirrel mesh is placed on the seat and 10 cm of ½ cm thick, then a plastic mesh of 10 cm thick and 1 cm thick poma stone is placed and finally placed another plastic mesh of burlap and 10 cm of poma stone 2 cm thick.
Un canal de flujo vertical (no mostrado) es alimentado por un flujo de agua que proviene de una bomba hidráulica, en donde la bomba hidráulica es energizada mediante el conjunto de paneles solares 26, de esta manera permitiendo que el sistema de filtrado y aireado de cuerpo de agua 10 de la presente invención sea auto-suficiente. El canal de flujo vertical además está conectado a filtro 40. A vertical flow channel (not shown) is fed by a water flow that comes from a hydraulic pump, where the hydraulic pump is energized by the set of solar panels 26, thus allowing the filtering and aeration system of Water body 10 of the present invention is self-sufficient. The vertical flow channel is also connected to filter 40.
El filtro 40 además está conectado a la salida vertical compuesta 41 que es un tubo de aproximadamente una pulgada de diámetro a 180° conectado a una bomba hidráulica que lleva agua de un cuerpo de agua al filtro 40. El objetivo principal de dicha salida vertical compuesta 41 es redirigir un flujo ascendente y liberarlo para que este choque, por efecto de la gravedad, contra la malla de plástico horizontal 42. La malla de plástico horizontal 42 es una malla horizontal de un material plástico con forma irregular ondulada que comprende una serie de perforaciones de aproximadamente 0.5 cm a lo largo de la malla de plástico horizontal 42, en donde el ondulamiento de la malla de plástico en conjunto con la posición horizontal genera varias superficies de contacto y choque que incrementan la turbulencia y dispersión del área de flujo del fluido, de esta manera dividiendo el flujo de fluido de una sola corriente a varios flujos, aumentando la superficie de contacto de agua con el aire e incrementando la oxigenación del agua tratada. Además, la malla de plástico horizontal comprende perforaciones de aproximadamente 0.5 cm a lo largo de la caída (en una modalidad preferida la caída es de aproximadamente 6 metros) , lo cual permite una oxigenación al 100% y una filtración del 80%. En una modalidad preferida de la invención, la malla mide doce metros de longitud por un metro de ancho, aunque se pueden variar las dimensiones. The filter 40 is also connected to the composite vertical outlet 41 which is a tube approximately one inch in diameter at 180 ° connected to a hydraulic pump that brings water from a body of water to the filter 40. The main objective of said composite vertical outlet 41 is to redirect an upward flow and release it so that this collision, due to gravity, against the horizontal plastic mesh 42. The horizontal plastic mesh 42 is a horizontal mesh of a wavy irregularly shaped plastic material comprising a series of perforations of approximately 0.5 cm along the horizontal plastic mesh 42, where the corrugation of the plastic mesh together with the horizontal position generates several contact and shock surfaces that increase the turbulence and dispersion of the fluid flow area , thus dividing the flow of fluid from a single stream to several flows, increasing the surface of water contact with the air and increasing the oxygenation of treated water. In addition, the horizontal plastic mesh comprises perforations of approximately 0.5 cm along the fall (in a preferred embodiment the fall is approximately 6 meters), which allows 100% oxygenation and 80% filtration. In a preferred embodiment of the invention, the mesh measures twelve meters in length by one meter in width, although the dimensions can be varied.
El agua que cae por la salida vertical compuesta 41 y la malla de plástico horizontal 42 se deposita en el cajón para recibir agua 30 (ver figura 3) . El cajón para recibir agua 30 incluye medios para conectarse a un canal de descarga de flujo 35 el cual se encuentra construido en posición horizontal con un grado de inclinación definido, para alejar lo más posible la descarga de flujo del sistema 10 de la entrada del mismo, reduciendo considerablemente la realimentación del agua previamente tratada al sistema 10 e incrementado también la eficiencia del mismo. Water that falls through the composite vertical outlet 41 and the horizontal plastic mesh 42 is deposited in the drawer to receive water 30 (see Figure 3). The water receiving drawer 30 includes means for connecting to a flow discharge channel 35 which is constructed in a horizontal position with a defined degree of inclination, in order to move the flow discharge of the system 10 as far as possible from the inlet thereof. , considerably reducing the feedback of previously treated water to the system 10 and also increasing its efficiency.
El canal de descarga de flujo 35 es un tubo de plástico de aproximadamente 20 metros de largo de 1 ½ pulgadas, el cual se encuentra localizado en una esquina del cajón para recibir agua 30. The flow discharge channel 35 is a plastic tube approximately 20 meters long of 1½ inches, which is located in a corner of the drawer for receiving water 30.
Haciendo referencia nuevamente a la figura 2, la estructura de montaje desarmable modular reforzada 11, comprende una malla ciclónica de dos metros de altura 29 con una puerta de acceso 29' que dan acceso al usuario hacia el área de la estructura del filtrado a través de la puerta de acceso 29' y una escalera, así como proporcionar mantenimiento programado al filtro 40, a la bomba hidráulica y al conjunto de paneles solares 26. Referring again to Figure 2, the reinforced modular disarmable mounting structure 11 comprises a two meter high cyclonic mesh 29 with an access door 29 'which gives the user access to the area of the filtering structure through the access door 29 'and a ladder, as well as providing scheduled maintenance to the filter 40, the hydraulic pump and the solar panel assembly 26.
El sistema de la presente invención contará con seis horas diarias de sol, siendo las horas más efectivas, de las 11 am a las 5 p.m. filtrando y oxigenando de 40 mil a 50 mil litros diarios. The system of the present invention will have six daily hours of sun, the most effective hours, from 11 am to 5 pm, filtering and oxygenating from 40 thousand to 50 thousand daily liters
Los filtros 40 se pueden cambiar de acuerdo a los sólidos que se encuentren en el cuerpo de agua que se esté limpiando. Al cambiar los filtros, el material residual amontonado después de un mes se convertirá en composta, utilizándolo para las plantas o una parcela. The filters 40 can be changed according to the solids found in the body of water being cleaned. When changing the filters, the residual material piled up after a month will become compost, using it for plants or a plot.
Se hace constar que con relación a esta fecha el mejor método conocido por la solicitante para llevar a cabo la citada invención es el que resulta claro de la presente descripción de la invención. It is noted that in relation to this date, the best method known by the applicant to carry out said invention is that which is clear from the present description of the invention.
Claims
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| MXMX/A/2017/004748 | 2017-04-11 | ||
| MX2017004748A MX2017004748A (en) | 2017-04-11 | 2017-04-11 | System for filtering and aerating a body of water. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2018190699A1 true WO2018190699A1 (en) | 2018-10-18 |
Family
ID=63792669
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/MX2017/000051 Ceased WO2018190699A1 (en) | 2017-04-11 | 2017-04-26 | System for filtering and aerating a body of water |
Country Status (2)
| Country | Link |
|---|---|
| MX (1) | MX2017004748A (en) |
| WO (1) | WO2018190699A1 (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2002072485A2 (en) * | 2001-02-23 | 2002-09-19 | V.A.I. Ltd. | Methods and apparatus for biological treatment of waste waters |
| US20050218074A1 (en) * | 2004-04-06 | 2005-10-06 | Pollock David C | Method and apparatus providing improved throughput and operating life of submerged membranes |
| US20070000841A1 (en) * | 2003-09-11 | 2007-01-04 | R3 Pump Technologies, Llc | Directing fluid flow in remediation and other applications |
| CN106007020A (en) * | 2016-07-22 | 2016-10-12 | 浙江微碳科技股份有限公司 | Water body oxygenation system and using method thereof |
-
2017
- 2017-04-11 MX MX2017004748A patent/MX2017004748A/en unknown
- 2017-04-26 WO PCT/MX2017/000051 patent/WO2018190699A1/en not_active Ceased
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2002072485A2 (en) * | 2001-02-23 | 2002-09-19 | V.A.I. Ltd. | Methods and apparatus for biological treatment of waste waters |
| US20070000841A1 (en) * | 2003-09-11 | 2007-01-04 | R3 Pump Technologies, Llc | Directing fluid flow in remediation and other applications |
| US20050218074A1 (en) * | 2004-04-06 | 2005-10-06 | Pollock David C | Method and apparatus providing improved throughput and operating life of submerged membranes |
| CN106007020A (en) * | 2016-07-22 | 2016-10-12 | 浙江微碳科技股份有限公司 | Water body oxygenation system and using method thereof |
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|---|---|
| MX2017004748A (en) | 2018-11-09 |
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