The present invention is directed to the filtering of contaminated liquid generated during industrial processes such as oil drilling.
During various industrial and commercial processes, solids and liquids are combined that benefit from being separated as close to the source and point of generation as possible. For example, during an oil drilling process, debris (comprised of water, oil, stone, soil, metal fragments, mud and other components) is generated and stored in an approved holding tank or pond adjacent to the drilling rig as waste material or sludge. This mixture of solids and liquids must be treated according to industry standards based on contaminant levels, disposal, recycling or beneficial reuse of the various components of solids and liquids. These concerns stem both from the potential adverse health effects of the contaminated water reentering the aquifer, or environmental concerns and the impact on the generators Operating Expenses to manage the same. The contaminated liquid, which is removed, must be trucked to disposal areas and pumped below the aquifer into detention areas which are then sealed, or receive further treatment for beneficial reuse or other purposes. Contaminated liquid filtration has conventionally been a slow process given limited advancements in filtration technology and the added challenges of the often proprietary and complex chemical makeup or profile of the liquids, as the contaminants must be removed before transport. The most common method currently available for separating the solids from liquids involves the use of a sock type filter. This method is slow and cumbersome and requires many changes of the filter, causing serious time delays when filling the transport trucks.
While other types of liquid filters designed to separate solids are available in different industries, such as filter belt press, dissolved air flotation, plate and frame press, centrifuge, cyclone, shaker filters and settling lagoons, the sock method is the most cost effective technique which has been acceptable to date for the filtering of contaminants from liquid at drilling sites, such as Flowback Water, Processed Water and Tank Cleaning wastewater. However, as mentioned previously, frequent filter changes are required, substantially slowing the transport process. Further, following scheduled filter replacements is crucial to eliminate the possibility of contamination blinding the wastewater well pumps, but the fact that each load's solids content varies and is not specifically known does not allow for predictable and regular filter replacements. Thus, the operator must wait until the filter clogs, before replacing the filter. This slows the filtering process, substantially increasing the waiting time and operating costs for all involved, including the trucking company, disposal site and disposal customer.
One of the key difficulties faced in using the filter sock method is the complexity of the contaminated liquids. The liquid may contain particles of varying sizes, oil and tar. Filter life is dependent on how much of these components are present in the contaminated liquid and there is no easy way to segregate out the most damaging components to improve filter life.
An object of the present invention is to provide an improved liquid filter that operates continuously with minimal energy requirements and is more effective in volume and gallon per minute process speed in separating and drying solids contained within the combined liquids and solids, along with other pollutants, from liquids at contaminated combined solids and liquid sources.
A filter system according to an exemplary embodiment of the present invention comprises: a vacuum source for generating a vacuum flow; and a container comprising: an inflow port for receiving contaminated liquid; a filter assembly for filtering solid contaminants from the contaminated liquid; and an outflow port for delivering filtered liquid from the container, the vacuum flow proceeding through the container so that the filtered liquid is drawn through the filter assembly towards the outflow port.
In at least one exemplary embodiment, the container is made of steel.
In at least one exemplary embodiment, the suspended solids filter system further comprises an internal inflow pipe in communication with the inflow port, the internal inflow pipe comprising one or more nozzles for delivery of the contaminated liquid to the filter assembly.
In at least one exemplary embodiment, the suspended solids filter system comprises shield elements that protect the container from contact with the contaminated liquid delivered from the nozzles.
In at least one exemplary embodiment, the filter assembly comprises at least one perforated plate and at least one woven screen.
In at least one exemplary embodiment, the filter assembly further comprises at least one layer of aggregate.
In at least one exemplary embodiment, the aggregate is made up of at least one of coal slag, iron ore slag, crushed granite or coarse sand.
In at least one exemplary embodiment, the filter assembly comprises an upper filter assembly and a lower filter assembly.
In at least one exemplary embodiment, the suspended solids filter system further comprises an outflow pipe through which filtered liquid is drawn out of the container.
In at least one exemplary embodiment, the contaminated liquid comprises at least one of water, sewage, diesel fuel, crude oil, saltwater, invert drilling fluid, dredge material, mining pond water, concrete washout material, paper manufacturing waste water, recycled motor oil and aggregate and sand washing material.
In at least one exemplary embodiment, the container has a capacity within the range of 0.1 cubic yards to 200 cubic yards.
In at least one exemplary embodiment, the container comprises walls, interior surfaces of the walls being coated with a protective coating.
In at least one exemplary embodiment, the protective coating comprises a material selected from a list of materials consisting of: epoxy resin, conductive polymer nanodispersions and bioplastics.
In at least one exemplary embodiment, the container further comprises a manway that allows access to the contaminated liquid within the container so that contaminants may be removed from the top surface of the contaminated liquid.
In at least one exemplary embodiment, the suspended solids filter system further comprises a pump that removes the filtered liquid from the container.
In at least one exemplary embodiment, the suspended solids filter system further comprises a transfer tank that receives the filtered liquid from the container.
In at least one exemplary embodiment, the transfer tank comprises a sensor that determines a level of the filtered liquid in the transfer tank so that upon a condition that the level of the filtered liquid reaches a predetermine level, the pump is activated to maintain operation of the filter system under vacuum pressure.
In at least one exemplary embodiment, the container comprises an opening and a door that is moveable between a closed position in which the door covers the opening and an open position in which the door allows contaminants to be removed from the container through the opening.
In at least one exemplary embodiment, the suspended solids filter system further comprises a lift that moves the container to a dumping configuration.
In at least one exemplary embodiment, the suspended solids filter system further comprises a hydraulic system that operates the door and the lift.
In at least one exemplary embodiment, the outflow port is disposed below the filter assembly.
Other features and advantages of embodiments of the invention will become readily apparent from the following detailed description, the accompanying drawings and the appended claims.
Various exemplary embodiments of this invention will be described in detail, with reference to the following figures, wherein:
As described in more detail below in regards to this embodiment, filter components are disposed within the housing 10. If there is too much inflow pressure due to an imbalance between the inflow and outflow of water relative to the filter components, small particles and oil may pass through the filter 1 and float to the top of the clean water area. The balance of pressures achieved through use of the various inflow and outflow pipes of the filter 1 substantially reduces passage of the particles and oil through the filter components.
According to an exemplary embodiment of the invention, the filter components disposed within the housing 10 may include a first filter component 23, a second filter component 24 and a third filter component 26. The filter components 23, 24, 26 may be cylindrical in shape and structured so as to progressively filter the contaminated water. The first filter component 23 may be, for example, 5/32″ perforated 0.22″ galvanized metal. A 6″ high separator ring may be attached and sealed around the top of the first filter component 23 for containing oil within the contaminated water so that the oil does not pass through the filter 1. The separator ring may be, for example, 6″ thick, although this thickness value is not intended to be limiting. The second filter 24 may be, for example, a 200-mesh, grade T316 stainless steel gauge 0.002″ screen. In an exemplary embodiment of the invention, the housing 10 is designed such that the second filter 24 can be easily removed and replaced with other filters having different mesh sizes, such as, for example, 60 mesh to 800 mesh, so as to accommodate different sized debris. The third filter component 26 may be made of, for example, 16 gauge steel with ¼″ holes. The filter components 23, 24, 26 may be bound by bands 25 so that the filter components 23, 24, 26 do not bellow out or separate. The bands 25 may have a diameter of, for example, 24″, and dimensions of, for example, ⅛″×1″. Heavy, but small particles that are not collected in the debris basket 11 settle out to the edge of the bottom of the housing 10 on the clean water side and are discharged via pipes 18. The filter components 23, 24, 26 may be sealed in place with gaskets 40, each of which may be held between two metal rings 19, 20.
It should be clearly understood that the minimum size of the particles to be screened can be adjusted according to the mesh of the screen used in the second filter component 24. It should also be clearly understood that while water is the preferred aqueous solution, the filter system embodied herein can be used to filter other liquid solutions and solids.
As shown in
In an exemplary embodiment of the invention, contaminated water inflow fills the inflow pipe 16 and is propelled from the inflow pipe 16 into a cyclonic motion with varying speeds at different levels of the inflow pipe 16. Specifically, the water exiting the central portion of the inflow pipe 16 may have the greatest rotational speed whereas the water exiting upper and lower portions may have lower speeds. The inflow pipe 16 may include, for example, a first section including a 4 inch wide steel, threaded, solid pipe section of 12 inch length and a second section 21 that is welded to the first section and which includes 15½ inch long, 14 gauge steel, rolled and welded into a tube with a closed bottom that has two alternating columns of holes 21A, the first column being of five units, the second column being of six units, all having angled louvers 21B and alternating around the circumference of the inflow pipe 16. The holes 21 may have a diameter of, for example, one inch has four rows of six holes 5 inches on center, to which the exit louvers 21B, are attached. These louvers 21B are about two and half inch cylinders, angular cut and welded around the hole. The louvers 21B are angled so as to direct the flow of water in a circular motion. The bottom of the pipe 16 is welded close to complete the assembly. The louvers 21B are positioned in a central location along the inflow pipe 16 and are not present near the ends of the pipe, thus effecting a greater rotational speed in the central portion of the inflow pipe 16.
The design embodied in this exemplary embodiment of the invention uses these separate layers to generate a circular flow within the filter 1 and to segregate the components of the contaminated water in conjunction with gravity. The holes 21A and the louvers 21B control the speeds and flow at the different levels. The separation of the different layers and the speed of the rotating water are important to the function of the gentle outflow through the filter screens. The oil layer and light debris will tend towards the upper portion of the filter where the rotational speed is reduced so as to exert minimal flow pressure, while heavier sand and large debris will tend downwards due to gravity. If the flow pressure is too great it can force the oil through the filter screens compromising the efficiency of the filter. The sandwiched filtration media restrains the larger particles of debris which are then collected at the large particle collector 12. Smaller particles are filtered and float to the top and exit through a small particle outflow pipe 15. The oil is removed through an oil outflow pipe 14.
As shown in
An additional aspect of this exemplary embodiment of the present invention is the ability of the pump 30 to be reversed. This is particularly useful in situations when the contaminated water is relatively clean and has primarily small particles. Another advantage of being able to run the filter in reverse is to flush out the filter 1 and clear out any potential clogs.
The ability to run the filter 1 in reverse provides significant gain in efficiency in field use. An exemplary embodiment of the present invention using a combination of a pre-filter and main filter may generally achieve a pumping rate of about 100 to 350 gallons/minute of water during operation, depending on the degree of contamination. This is a rate comparable to a sock filter. However, whereas the present exemplary embodiment of present invention can fill up a truck of water in about 25-40 minutes at this pumping rate, the sock filter may be changed 1-3 times during the course of loading the truck, with each change taking about 10 minutes. Further, a tear in the sock or mishandled change can contaminate an entire truck. The filter 1 may be run constantly as it is self-cleaning, by adjusting the flow valves, thus keeping the filtration system in continuous operation.
In an exemplary embodiment of the invention, the entire filter assembly may sit on a trailer, which also contains the pumps and hoses connecting the filters. The floor of the trailer may have angular siding that prevents any potential spills from reaching the ground level.
The filter system 100 includes a generally rectangular-shaped container 102 made of, for example, steel. The container 102 may have a capacity within the range of 1 cubic yards to 30 cubic yards for mobile units, and up to 200 cubic yards for permanent placement units. It should be appreciated that the capacity of the container 102 is not intended to be limited to any particular value. For example, in embodiments, the capacity of the container may be 0.5 cubic yard to 200 cubic yards or higher.
The container 102 may be able to withstand approximately 27 pounds of vacuum. An external inflow pipe 104 is mounted on the container 102 and in communication with internal pipes 110 that are housed within the container 102. In this regard, the external inflow pipe 104 may include one or more external inflow ports 105 to which one or more intake hoses (not shown) may be attached.
The internal pipes 110 may include one or more branches (not shown) as they traverse across the container 102 so as to reduce pressure of the liquid entering the external inflow pipe 104 at high speeds. For example, each internal pipe 110 may have a diameter of 6 inches, and the pipe 110 may branch out to two more pipes each having a diameter of 8 inches.
As shown in
As explained in more detail below, the filter assembly 120 filters out solids from liquid that is piped into the container 102, and the filtered liquid is removed from the container 102 through outflow port 108. The outflow port 108 is disposed below the filter assembly 120 and, as shown in
The lower filter assembly 132 may be spaced vertically downwards from the upper filter assembly by a distance D of, for example, 3 inches, and may include a lower filter assembly top layer 134, a lower filter assembly first intermediate layer 136, a lower filter assembly second intermediate layer 138 and a lower filter assembly bottom layer 140. The lower filter assembly top layer 134 may be made of a stainless steel (type A36) perforated plate having ½″ diameter holes with an 11/16″ stagger. The lower filter assembly first intermediate layer 136 may be made of aggregate, such as, for example, coal slag, iron ore slag, finely crushed granite, and coarse sand. In general, the size of the aggregate may be in the range of 1/64″ to 1/32″ in diameter. The lower filter assembly second intermediate layer 138 may be made of a 20 mesh stainless steel (type 304) woven wire. The lower filter assembly bottom layer 140 may be made of a stainless steel (type A36) perforated plate having ½″ diameter holes with an 11/16″ stagger.
It should be appreciated that the various materials and sizes mentioned above are not intended to be limiting, and any other suitable materials and sizes may be used to achieve the desired filtering. For example, the filter assembly 120 may have more than two filter sub-assemblies, with each sub-assembly having multiple layers not necessarily limited to the three-layer sub-assemblies described previously, such as a five-layer filter sub-assembly. Further, the layers may be made of materials other than those mentioned previously, such as, for example, polypropylene, sand, diatomaceous earth, zeolite and/or obsidian, to name a few. The total square feet of filter material (calculated by L×W of each layer multiplied by the number of layers) may be within a range of, for example, 300 square feet to 1000 square feet, although the total square footage may be outside this range.
The filtered water that collects at the bottom of the container 104 below the upper and lower filter assemblies 122, 132 may be sucked out of the container 104 through the outflow pipe 108 via a vacuum source (not shown).
As shown in
The filter system 200 further includes transfer tank 250, a water pump 256, a vacuum source 259, an engine 260 that provides power to the water pump 250 and vacuum source 259 and one or more traps 258. The vacuum source 259 may be, for example, a lobe blower, a more specific example being a tri-lobe blower commercially available from National Vacuum Equipment, Inc., of Traverse City, Mich., USA. As shown by arrow A in
The filter system 200 also includes a manway 240 positioned on the top of the container 202. The manway 240 allows for vacuuming of material off the top of the liquid held in the container 202, such as, for example, oil, gasoline, petroleum products or any other materials that are less dense than water. In this regard, the filter system 200 includes a shut off, such as valve 217, for the vacuum below the filter assembly. This allows for the less dense material to rise to the surface of the liquid, at which point, as shown by arrow D in
Operation of the vacuum shut off may be based on a mechanical float control 221, such as a float switch, disposed within the container 202. Upon the liquid reaching a predetermined level within the container 202, the float control 221 activates the shut off, thereby stopping the vacuum below the filter assembly 220. As discussed, the less dense material can then float to the top of the liquid and be suctioned off through the manway 240.
Controlling the top level of the liquid within the container 202 so that the level does not reach the filter assembly 220 prevents less dense contaminants, such as gels, from clogging the filter assembly 220. In step S12, if it is determined that there is no more contaminated liquid at the source, the operation proceeds to step S14, where vacuum to the bottom of the container is shut off and, at step S16, vacuum is directed to the manway 240 so that the less dense contaminants can be removed through the top of the container 202 (rather than through the filter assembly 220). After removal of the less dense contaminants, the vacuum is shut off at the manway in step S18, and in step S20 vacuum is again applied to the bottom of the container to filter the remaining liquid in the container 202. The filtering operation then ends at step S22.
The filter system 200 has many applications, and in particular may be used for washing inside surfaces of holding tanks, such as, for example, oil field frac and upright tanks, septic cleaning vacuum tanks, over the road tanker trucks, rail cars and brewery tanks, to name a few. The conventional washing method often requires laborers, certified in and using Confined Space Entry (CSE), to directly enter the holding tank to manually spray high pressure fresh water and cleaning chemicals to return interior surfaces to original condition, which also presents the employer and customer with significant health risks impacting the laborers and does not allow or enable beneficial re-use or recycling of the washing liquid. As shown in
While particular embodiments of the invention have been illustrated and described, it would be obvious to those skilled in the art that various other changes and modifications may be made without departing from the spirit and scope of the invention. It is therefore intended to cover in the appended claims all such changes and modifications that are within the scope of this invention.
This application is a continuation-in-part of PCT International Patent Application PCT/US13/30523, filed Mar. 12, 2013, entitled Suspended Solids Filter System, the contents of which are incorporated herein by reference in their entirety.
Number | Date | Country | |
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Parent | PCT/US2013/030523 | Mar 2013 | US |
Child | 14484101 | US |