Patent Application
20240246841
The present invention relates, in general, to a water capture, drainage, and treatment system, and method of using the same. More particularly, the present invention relates to an improved horizontal flow urban wetland biofiltration system for stormwater treatment. The system presented utilizes a water flow control riser with multiple orifices. Implementation of a flow control riser with multiple orifices within a downward flow and horizontal flow biofiltration system enhances the system's overall performance. Notably, the flow control riser with multiple orifices maintains consistent filtration loading rates during stormwater fill-up and drain down states within the system.
Biofiltration systems are sized based upon a treatment flow rate calculated by a rainfall intensity and drainage area. The rainfall intensity used is generally the peak intensity for 85 to 90% of the storm events that occur within a year based on historical data. Unfortunately, these biofiltration systems do not perform optimally when the flow rate is below or above the calculated flow rate; generally, many storms are much smaller with lower flow rates than what the system is designed for. The inclusion of a single orifice at the bottom of the “underdrain” or “chamber outlet tube”; as described in prior art, can control the flow to the desired loading rate at only one water elevation. At lower water elevations (i.e. during drain and fill-up periods, or smaller storms) the loading rate is higher than desired, which decreases performance. Other biofiltration systems known in the art have no flow control riser or orifice and these generally have a loading rate much higher than the target which causes the same issues, such as poor performance and rapid clogging.
Conversely, a biofiltration system with a flow control riser containing multiple orifices presented here can control the flow to the desired loading rate at all water elevations including lower water elevations (i.e. during drain down and fill-up periods, or smaller storms). This ensures optimal performance (consistent loading rate on the filtration media bed) over the entire operational flow range the system will encounter. Multiple orifices flatten the spike in increased loading rate from the water level in the system ranging from empty to up until it reaches the peak water level (also known as the hydraulic grade line or HGL). Multiple orifices result in the loading rate being lower than the desired loading rate during fill up and drain down, further improving the system's performance during these periods and smaller storms.
Additionally, when a flow control riser with multiple orifices is integrated within a horizontal wetland biofiltration system, it can also improve volume control within the system and any upstream pre-storage and related hydromodification requirements. Some wetland biofiltration systems, such as the one disclosed here can be coupled with an upstream, underground water storage chamber. A flow control riser with multiple orifices creates a more consistent discharge rate during fill-up and drain down periods. A benefit of this consistent discharge is that the size of the upstream, underground chamber can be reduced but still meet the hydromodification requirements relating to matching the pre-development hydrograph. This decreases the cost associated with building an underground storage chamber. The improvements disclosed here exceed the performance of standard downward flow biofiltration systems as well as different types of horizontal flow filtration and biofiltration systems with collection tubes with a single orifice along with any related upstream storage systems.
Water treatment systems have been in existence for many years. These systems treat stormwater surface runoff or other polluted water. Stormwater surface runoff is of concern for two main reasons: one because of the effects of its volume and flow rate, and two, because of the pollution and contamination it can carry. The volume and flow rate of stormwater is important because high volumes and high flow rates can cause erosion and flooding. Pollution and contamination are important because stormwater is carried into our rivers and streams, from there into our lakes and wetlands, and furthermore because it can eventually reach our oceans. Pollution and contamination that is carried by stormwater can have adverse effects on the health and ecological balance of the environment.
The Clean Water Act of 1972 enforced by the U.S. Environmental Protection Agency (EPA) set the stage for vast improvements to a water infrastructure and quality. Water pollution has been divided into two categories: point source and non-point source. Point sources include wastewater and industrial waste. Point sources are more easily identifiable, and therefore direct measures can be taken to control them. The other category, non-point source, is more difficult to identify. Stormwater runoff is the major contributor to non-point source pollution in rivers, lakes, streams and oceans. Studies have suggested and confirmed the leading cause of pollution to our waterways is from contaminated stormwater runoff. As we build houses, buildings, parking lots, roads and other impervious areas, we increase the amount of water that runs off the land and into our stormwater drainage systems, which all lead to rivers, lakes, streams and the ocean. As more land becomes impervious, less of the rain seeps back into the ground. This leads to less groundwater recharge and higher velocity flows in streams, which cause erosion and increased loads of contaminants into these waterways.
There are some sources of pollutants that are present in stormwater runoff. Sediments come from hillsides and other natural areas that are disturbed during construction and other human activities. When land is stripped of vegetation the soil more easily erodes and finds its way to storm drains. Trash and other unnatural debris are dropped on the ground every day which finds its ways into the drainage system and ultimately our waterways. Leaves from trees and grass clippings from landscape activities that land on hardscape areas no longer decompose back into the ground but flow to our storm drains and collect in huge concentrations in lakes and streams. These organic substances leach out huge loads of nutrients and they decompose and cause large algae blooms which deplete the dissolved oxygen levels and kill fish and other organisms. Other unnatural sources of nutrients including nitrogen, phosphorus, and ammonia come from residential and agricultural fertilizers that are used in access and find their way to storm drains. Nutrients are one of the number one pollutants of concern in our nations.
Other major pollutants of concern include heavy metals which come from numerous sources and are harmful to fish and other organisms including humans. Many of our waterways are no longer safe to swim in or fish in and therefore no longer have any beneficial use. Heavy metals include but are not limited to zinc, copper, lead, mercury, cadmium and selenium. These metals come from car tires and brake pads, paints, galvanized roofs and fences, industrial activities, minim, recycling centers, any metal materials left uncovered. Other major pollutants of concern are hydrocarbons which include oils and grease. These pollutants come from leaky cars and other heavy equipment and include hydraulic fluid, break fluid, diesel, gasoline, motor oils, cooking oils and other industrial activities.
Bacteria, pesticides and organic compounds are a few other categories of pollutants which are also harmful to our waterways, wildlife and humans. Over the last 20 years the EPA has been monitoring the pollutant concentrations in most of the streams, rivers and lakes throughout the country. Over 50% of four waterways are impaired for one or more of the above-mentioned pollutants. As part of the Phase 1 and Phase 2 NPDES (National Pollutant Discharge Elimination System) permits which control industrial and non-industrial development activities the control of these sources of pollutants in now mandated. Phase 1 was initiated in 1997 and Phase 2 was initiated in 2003. While there are many requirements to these permits the three main focuses are on source control, during construction pollution control and post construction pollution control. Post construction control mandates that any new land development or redevelopment activities are required to incorporate methods and solutions that both control increased flows of rain water off the site and decrease (filter out) the concentration of pollutants off of these developed sites. These are commonly known as quantity and quality control. Another part of these requirements is for existing publicly owned developed areas to retrofit the existing drainage infrastructure with quality and quantity control methods and technologies to decrease the existing amount of rainwater runoff and pollutant concentrations.
One of the main categories of technology that help with obtaining these goals are referred to as structural best management practices or BMPs. Structural BMPs are proprietary and non-proprietary technologies that are developed to store and/or remove pollutants from stormwater. Methods such as detention ponds, detention basins, or regional wetlands are used to control the volume of runoff which provides some pollutant reduction capabilities. Over the past 10 years numerous technologies have been invented to effectively store water underground and thus freeing up buildable land above them. Various treatment technologies such as catch basin filters, hydrodynamic separators, and media filters are used to remove pollutants. These technologies commonly work by using the following unit processes: screening, separation, physical filtration, and chemical filtration.
Other technologies such as bio swales, infiltration trenches, and biorentention areas commonly known as low impact development (LID) or green infrastructure (GI) have recently been implemented in the last 10 years to both control/reduce volume discharge of stormwater and remove pollutants from stormwater. These LID technologies have proven successful at removing difficult pollutants such as bacteria, dissolved nutrients and metals as they provide not only physical and chemical, but also biological filtration processes by incorporating a living vegetation element which creates a living microbial community within the media by the plants' root systems which assist in pollutant removal. Biological filtration processes have proven to be excellent at removing many of the pollutants that physical and chemical filtration systems alone cannot. While these technologies are effective, they take up substantial amounts of space which are not always available on various construction projects. As such a need has arisen for compact LID technologies that offer the same advantages as their larger and therefor, more expensive counterparts.
Biofiltration BMPs and other LIDs offer an aesthetic benefit for developed sites because they may incorporate above ground vegetation, shrubs, trees or any combination thereof. Typically, this vegetative bed is supported by a filtration soil media layer within the underground chambers. Many biofiltration systems (bioretention, bio swales, planter boxes, wetlands) implemented to date, while visually appeasing, present a variety of challenges with loading rate consistency, minimizing clogging rates, and optimizing flow control.
Recent technological advancements in the field have focused on taking the traditional bioretention concept which is focused around vertical downward flow media filtration beds which pool water on top of the bed, making them up to a tenth of the size smaller by using high flow rate filtration media. As with traditional large bioretention systems these new compact biorentention systems accept stormwater runoff directly without pre-treatment and therefore receive large amounts of particulates that can clog the media filtration bed. This clogging has been exacerbated with these compact systems as the surface area of the media is only one-tenth that of the traditional large bioretention systems. These downward flow systems are notorious for clogging as sediments accumulate on top of the media filtration bed's surface. There is a need for a better way of constructing biofiltration systems which allows the systems to still be compact by maximizing the media surface area for a given media bed volume and to improve the stormwater flow load rate. The greater the surface area for a given volume of media, the lower the loading rate on the media, and therefore less probability of clogging. Also, the traditional downward vertical flow path as seen in much of the prior art, is most problematic for clogging, as gravity allows inflow particulates to quickly and easily accumulate on top of the media bed.
Additionally, stormwater is characterized by large concentrations of various pollutants including trash, debris and sediments. Reports have shown that for urbanized area an average of 7.6 cubic feet of trash and 2.4 cubic yards of sediment are generated per acre of impervious surface per year. In many areas, where proper erosion control measures are not taken, which is common, the loading of sediment is much higher. Therefore, a system which has a media bed designed to minimize clogging along with a pre-treatment chamber to remove trash and sediments provides huge advantages to the end user. Considering the collection of these pollutants, maintenance of stormwater BMPs can be very expensive and a burden to property owners. There is, thus a need for a system that can minimize maintenance costs.
Also, with changing stormwater regulations, a move is being made from flow based design to volume based design. Volume based design requires treatment along with volume control and reduction. Volume based design requires not only a treatment system but an upstream, storage system (above ground or underground) with an outlet control. Only horizontal flow biofilters can be placed downstream of the storage system. By having the biofilter downstream with its built in flow control riser with multiple orifices, it not only provides treatment but also acts as a more efficient outlet control structure to optimize volume control and reduction. This eliminates the need for an additional outlet flow control structure generally constructed with any type of stormwater storage system.
Some systems include a wetlands chamber having a vegetative submerged bed, one or more walls, a floor, one or more inlet water transfer pipes and one or more outlet water transfer pipes. Examples of related systems are described in U.S. Pat. Nos. 7,425,262 B1, 7,470,362 B2 and 7,674,378, the contents of each of which are incorporated herein by reference in their entirety. In other systems, each of the walls and floor have an inner and outer metal mesh wall, with a space between the inner and outer walls to house stonewool filtration media slabs. Having a catch basin or chamber also includes one or more inflow pipes in one or more of the four walls to allow influent to pass into the catch basin. The system is configured so that the sediments and associated pollutants settle out of the influent and accumulate on the floor of the catch basin or chamber. A filtration panel comprising four or more walls enclosing an open space housing a filtration media bed, the walls being water permeable in structure to allow passage of water in either direction, with the filtration media bed filing the entire chamber of the filtration panel and being water permeable.
Contaminated water such as stormwater and wastewater contain high levels of particulate pollutants such as total suspended solids (TSS), metals, organics, nutrients, and hydrocarbons. These particulates cause media filtration beds to clog, which decreases their treatment flow capacity and increases the maintenance and replacement requirements of the granular media within the media filtration bed. Because of the clogging, a need has arisen which further increases the amount of initial media bed surface area for a given volume of filter media. By increasing the amount of available media bed surface area for a given volume of media the surface loading rate decreases for a given flow of water and therefore decreases the rate at which media will clog due to particulates.
Traditional downward flow media filtration beds have their initial media surface area lay horizontal, perpendicular with the force of gravity. Therefore, pollutant particles accumulate on top of the media bed and clog the media at a much faster rate and thereby decreasing the media filtration beds flow rate and performance, along with increasing the required maintenance and decreasing the life of the media before replacement is needed.
With the ever-changing stormwater regulations, a system providing features which lowers maintenance costs, increases performance and pollutant removal, and can be integrated with storages systems, and placed downstream are in great need and demand. Furthermore, the smaller these systems are, the easier they can be integrated into urban areas with space restrictions. In other words, the easier it is made to incorporate these types of systems into urban areas, the greater overall affect we will have on reducing pollution in rivers, lakes and streams.
In general, filtration and biofiltration BMPs are sized based upon a loading rate (gpm/sq ft or in/hr). One of the limitations of biofiltration BMP systems known to those familiar with the art, is disproportionate filtration load taxation of the bottom portions of filtration media, particularly during smaller storm events and dry weather flows. Most systems are designed to accommodate calculated filtration loading rates based on the average stormwater flows expressed in cubic feet a second (CFS) or gallons per minute (GPM) of a specific locale. These systems can function effectively as long as storm events and dry weather water flows are within the calculated loading target range (measured in gallons per minute per square feet, or gpm/sq ft). When hydraulic conveyance is outside of the optimal range, the entire filtration media bed is not utilized, and particulate removal is not optimized and clogging rates and load distribution is not equal.
A solution for creating a more even distribution of water flow with a filtration or biofiltration bed with the inclusion of flow control riser tube with a single orifice, wherein the orifices provide passive, even distribution of stormwater, moving within the filtration system and utilizes a greater distribution across the entire filter media column.
The addition of a single orifice in a flow control riser tube passively controls the flow rate to the target level only at the peak hydraulic grade line (water level). As an example, integration of riser tubes with a single orifice is taught in U.S. Pat. Nos. 9,604,160, 10,145,765, and 10,369,496 by Zachariha J. Kent and are incorporated herein by reference. However, the flow control risers known in the art, including the related U.S. Pat. Nos. 8,303,816, 8,771,515, and 10,294,135 by Greg B. Kent, et al. incorporate only one orifice or collection tube hole, which may restrict the effectiveness in loading rate distribution during all hydraulic variances of different stormwater flow events.
In contrast, the addition of flow control riser tube(s) with multiple orifices solves the problem of higher loading rates in the filter media bed during fill up and drain down periods.
The present invention describes a system and method for providing enhanced stormwater treatment and volume control while reducing materials required for system installation which in turn lowers the cost and size of the system. The disclosed horizontal wetland biofiltration system may reduce the footprint required in a developed area such as a parking lot or other impervious, developed landsites by up to 30 percent while providing the same amount of filtration media surface area required to meet state and local regulations when compared to traditional downward flow biofiltration systems (bioretention). The more consistent discharge of the volume being treated optimizes the post-development hydrograph more closely to the pre-development hydrograph. Even for large storm management projects when multiple wetland biofilter systems are assembled end-to-end or side-by-side (as seen in
Embodiments described herein are directed to a horizontal flow wetland biofilter system comprising a chamber with impermeable outer walls spaced away from permeable interior walls of a media filtration bed to form a peripheral catch basin. The catch basin provides an open area around the perimeter of the interior walls for influent water to fill within the open 265 area on most or all sides of the chamber; thereby providing a large surface area for influent water to penetrate the filtration media bed. The influent water enters the chamber and penetrates the media filtration bed in a horizontal flow path in order to provide for pre-settling of particulates before making contact with the media filtration bed. The chamber may be disposed below ground and connected with an adjacent water storage chamber for receiving influent water. The chamber may additionally include a flow control orifice or flotation valve to further regulate the flow of water through the chamber.
In one embodiment of the invention, a wetland biofilter chamber comprises one or more outer side walls and a floor section defining a substantially enclosed chamber; a media filtration bed disposed within the chamber and defined by one or more permeable inner side walls, wherein the permeable inner side walls of the media filtration bed are separated from the outer side walls of the chamber and define a catch basin for receiving an influent; a collection tube disposed within the media filtration bed and extending vertically from a top portion of the media filtration bed to a lower portion of the media filtration bed; and at least one outlet opening connecting the lower portion of the collection tube within an outside of the chamber.
The outer side walls and floor section may be impermeable.
The one or more outer side walls may include an intake opening to receive an influent into the catch basin.
The intake opening may be located on a lower half of a side wall.
The wetland biofilter chamber may further comprise an outlet tube disposed horizontally across the floor section of the chamber and connecting the collection tube with the at least one outlet opening.
The collection tube may be permeable.
The permeable collection tube may be perforated.
The height of the collection tube may be approximately 5% to approximately 100% of the height of the media filtration bed.
The collection tube may further comprise an orifice, or restriction plate which restricts the flow of filtered influent to the outlet tube.
The restriction plate may be connected with a flotation valve disposed within the collection tube which controls the restriction plate based on a level of influent in the collection tube.
The catch basin may have a width of approximately 0.1 inches to approximately 10 feet.
The catch basin may have a width of approximately 1 inch to approximately 2 feet.
The height of the inner side walls may be approximately 25% to approximately 100% of the height of the chamber walls.
The thickness of the media filtration bed may be approximately 0.25 inches to approximately 80 feet.
The thickness of the media filtration bed may be approximately 1 to approximately 4 feet.
The catch basin may include a substantially hollow structural matrix.
In another embodiment, a method of filtering influent in a biofilter chamber comprises: receiving an influent into a catch basin of the biofilter chamber, wherein the catch basin is disposed around an inner periphery of the chamber between one or more outer side walls of the chamber and one or more inner permeable inner side walls of a media filtration bed; filtering the influent through the media filtration bed; collecting the filtered influent from the media filtration bed at a collection tube extending vertically within the media filtration bed from a top portion of the media filtration bed to a lower portion of the media filtration bed; passing the filtered influent from the collection tube to at least one outlet opening connected with an outside of the biofilter chamber.
The method may further comprise receiving the influent into the catch basin from an intake opening located on a lower half of a side wall.
The method may further comprise receiving the influent into the catch basin from an intake opening located on an upper half of a side wall.
The method may further comprise receiving the influent into the catch basin from an opening in the top of the biofilter chamber.
The method may further comprise passing the filtered influent from the collection tube to at least one outlet opening using an outlet tube disposed horizontally across the floor section of the chamber and connected on a first end with the collection tube and on a second end with the at least one outlet opening.
The method may further comprise restricting the flow of influent using a restriction plate disposed within the collection tube.
The method may further comprise restricting the flow of filtered influent when a floatation valve disposed within the collection tube and connected with the restriction plate falls below a defined level.
The method may further comprise receiving the influent from an adjacent storage chamber or pre-treatment chamber.
The method may further comprise a flow control riser with multiple orifices. In one method a flow control riser with multiple orifices is smaller in diameter and inserted within a perforated collection tube, which is larger in diameter. In this method, the flow control riser with multiple orifices and perforated collection tube is located within the chamber. In another method the flow control riser with multiple orifices is affixed within the discharge chamber as opposed to the main chamber.
An alternate method relies on the integration of flow control riser with multiple orifices which may be sized differently depending on the water flow control objectives. For example, a flow control riser with multiple orifices configured with different sizes may lead to smaller biofiltration systems without reduction in efficiency. Taller or shorter biofiltration systems may have more or less orifices based upon the volume control requirements and the height of the media filtration bed.
The method may further comprise a series of chambers assembled side-by-side or side-by-side and end-to-end creating a larger wetland biofiltration system.
From this description, in conjunction with other items, the advantages of the said invention will become clear and apparent, more so based upon the hereinafter descriptions and claims, which are supported by drawings with numbers relating to parts, wherein are described in the following sections containing the relating numbers.
The accompanying drawings, which are incorporated in and constitute a part of the specification, illustrate embodiments of the invention and, together with the description, serve to explain the objects, advantages, and principles of the invention. In the drawings:
After reading this description it will become apparent to one skilled in the art how to implement the invention in various alternative embodiments and alternative applications. However, all the various embodiments of the present invention will not be described herein. It is understood that the embodiments presented here are presented by way of an example only, and not limitation. As such, this detailed description of various alternative embodiments should not be construed to limit the scope or breadth of the present invention as set forth below.
A water filtration apparatus with a unique filtration chamber design which maximizes the available surface area of filtration media for a given volume of water will be described herein. The water filtration system includes an enclosed chamber which houses a media filtration bed and a hollow structural matrix 270 or permeable wall 250 that creates a void space, or catch basin, between the chamber's outer side wall(s) and the inner surface walls of the media filtration bed. The catch basin 230 creates a continuous open area around the perimeter of the media filtration bed 400 between the media filtration bed perimeter and the chamber side walls, so influent contaminated water will fill the catch basin before penetrating the media filtration bed. With the media filtration bed encompassed within internal permeable walls spaced from the chamber side walls, the apparatus provides up to four times more surface area than a downward flow bioretention system.
The water filtration apparatus also operates by horizontal flow, such that the influent water is received at a side portion of the apparatus, such as through an opening in one of the chamber side walls or even an opening in the bottom surface of the chamber. The horizontal flow path allows for contaminated water to enter the chamber sub-surface via pipe or sheet flow into the top of the chamber. The benefits of horizontal flow will be described further herein.
With reference to
The internal permeable walls/partitions 250 mirror the chamber walls 110 in shape but with a smaller perimeter length. The permeable walls/partitions 250 contain the media filtration bed 400. In general, the permeable walls/partitions 250 are at least 25% the height of the chamber walls and may be the same height as the chamber walls. The permeable walls/partitions 250 are created by several, yet similar methods, and are not limited to the following materials: perforated metal, pervious pavers, concrete, or asphalt, geofabric, netting, screens and structural matrixes that are covered in a netting or screen. The permeable walls/partitions 250 have openings that are generally smaller than the size of the granules within the media filtration bed. In general, the permeable walls/partitions 250 have at least 30% void space. The permeable walls/partitions 250 must be of sufficient strength so as to not to warp in shape and must maintain the void space between the media filtration bed and chamber walls on all sides to insure a continuous perimeter void area to allow water to flow around with impediment. The permeable walls/partitions 250 may be of different shapes depending on the horizontal flow wetland biofilter system's site needs. An alternate, rounded shape is best presented in
The media filtration bed 400 extends the height of the permeable walls/partition 250 or the hollow structural matrix 270. The said media filtration bed 400 is composed of various granular filtration media in various sizes and quantities. The composition of the media mix can vary depending on the targeted pollutants of concern. Types of media used are the following but not limited to: perlite, expanded aggregate, soil, compost, waste water residuals, zeolite, polymers, stone, top soil, sand, activated charcoal, iron oxide, aluminum oxide, bio balls, stonewool or rockwool, and other organic or inorganic materials. The flow through the media is horizontal from its surface adjacent to the permeable walls/partitions 250 to the perforated tube in the middle. The thickness of the media can be between a few centimeters to hundreds of feet. In general, the thickness of the media is between 12 and 48 inches. The top of the media filtration bed 400 contains blocks or a mat of inorganic material such as rockwool, stonewool, coconut coir or similar that are placed just below the surface of the media filtration bed 400 and is laid in a horizontal orientation. The purpose of the said material is to provide a base for the establishment of plants and vegetation. The referenced material is generally used for the growing of plants by the hydroponic method which is also referred to as soil-less agriculture. The materials referenced above retain the moisture in the perfect air to water ratio for plant life.
As water flows horizontally through the media filtration bed 400, pollutants carried in the water such as hydrocarbons, particulates, metals, nutrients, pathogenic bacteria, and chemicals are removed by a combination of physical filtration, chemical filtration, and biological filtration. The inclusion of vegetation 500 growing out of the top of the chamber 100 with the media filtration bed 400 allows for the establishment of their root systems 520 to take place. The root systems penetrate vertically downward through the column of the media filtration bed 400 which enhances the biological removal of pollutants through sorption, transformation and uptake by root system 520 and the surrounding beneficial microbial community. The establishment of vegetation in biofilter system is generally difficult because the granule media in the media filtration bed 400 is fast draining and does not hold enough moisture close to the surface for the vegetation root systems to establish. To overcome this, a layer of soil-less inert growing media 800 (
As seen in
The collection tube 420 with horizontally perforated slots 425 extends to at least 5% the height of the permeable walls/partitions 250. The widths of the slots are equal to or smaller in size than the granular media which composes the media filtration bed 400. In some embodiments the collection tube 420 with horizontally perforated slots 425 is wrapped in a netting sleeve when the granular media is smaller than the perforated slots 425. The perforated slots 425 run from the bottom of the bottom of the collection tube 420 where it comes in contact with the floor 110 and the slots extend up vertically at least 50% the height of the collection tube 120. The collection tube 420 with horizontally perforated slots 425, adjacent to the floor 120, to a non-perforated horizontally laying chamber outlet tube 300. This chamber outlet tube 300 connects to the opening 305 in the side wall of the chamber 100 (
The horizontal flow wetland biofilter system, in some embodiments is placed at ground level with the top of the chamber 100 (
In some embodiments of the horizontal flow wetland biofilter system, the chamber's 100 (
The hollow structural matrix 270 has an internal void space of at least 10% and a void area of at least 25% on its surface, making contact with the media filtration bed 400. Generally, the internal and surface void area of the hollow structural matrix 270 is above 90% and therefore acts and functions just like a 100% void space. Because the hollow structural matrix 270 has a large surface void area, it is commonly covered in a netting, screen, or fabric which have openings smaller than the size of the granular media within the media filtration bed 400. The hollow structural matrix 270 is designed to be strong enough to hold the lateral loading of the media filtration bed 400.
The horizontal flow wetland biofilter system is designed to be used as a standalone treatment system (for example,
The chamber 100 of the aforementioned embodiments can also be placed adjacent to a pre-treatment chamber 610 that houses other treatment processes to remove specific pollutants before entering the treatment chamber 100 of the said invention. The pre-treatment chamber is housed in the same horizontal flow wetland biofilter system, but is separated by a common wall 110. The pre-treatment chamber 610 contains an open area to encourage 665 settling of particulates. The pre-treatment chamber 610 may include a screening basket 160 (
The two-chamber system (
In further embodiments, the pretreatment chamber 610 (
In other embodiments (
The design of the horizontal flow wetland biofilter system chamber 100 is modular. Its design allows it to be shaped in various sizes. In some embodiments (
Flow control through the chamber 100 is important in order to control the loading rate on the media surface and hydraulic retention time within the media filtration bed 400. Surface loading rate and hydraulic retention time are important variables that affect the performance of the media and its ability to remove pollutants. Specific retention times are needed, specifically to allow for certain chemical reactions such as precipitation and ion exchange to occur between the surfaces of the media granules and dissolved pollutants. Most biofilter systems use the filter media itself as the controlling factor or critical point of restriction for water flow through the system. The problem with this design is that as the media starts to clog, the flow rate through the media decreases and the peak treatment flow rate designed for a system is no longer achieved. To overcome this downfall the horizontal flow wetland biofilter system (
In some embodiments, the restriction plate (single orifice configuration) 440 is of specific size, hydraulically calculated, and tested to allow a set amount of water to process through the system when water within the chamber is at maximum level. The restriction plate (single orifice configuration) 440 sets the peak treatment flow rate in the system. The flow through the restriction plate 440 is less than the flow rate through the media filtration bed 400 itself. This provides a safety factor to account for any clogging that may occur overt time within the filter media itself. Other systems peak treatment flow rate is controlled by the hydraulic conductivity of the media itself. With these other systems taught in the art, as clogging of their media starts to occur, the flow rate through the media filtration bed 400 decreases and therefore is no longer treating the amount of water it was designed to treat.
In one exemplary embodiment, the flow control through the system is further enhanced (
The configuration of the filtration chamber 100 with a perimeter catch basin 230 that extends vertically between the media filtration bed 400 and the walls 110 serves two distinct and unique advantages over traditional downward flow media filtration beds. First, it maximizes the initial media surface area for a given volume of liquid and thereby lowers the hydraulic loading rate on the media. The increased surface area improves performance and longevity of the biofilter apparatus and also provides an area for larger particulates that are contained in the influent contaminated water to settle out before the water penetrates the filtration media. Secondly, the horizontal flow prevents the larger particulates from accumulating on top of a media filtration bed 400, as with a downward flow system where influent water is received on a top portion of the apparatus. The design presented herein is especially apt for treating contaminated water from parking lots, roads, rooftops and other areas which contaminated stormwater can originate.
The media filtration bed 400 contains granular filtration media such as, but not limited to: zeolite, expanded aggregate, perlite, activated charcoal, activated alumina, iron oxide, polymers, waste water residuals and other physical, biological, or chemical filter media. The media filtration bed 400 incorporates a layer of non-organic soilless growing media near the top of the media filtration bed 400 column to assist in the establishment of vegetation 500 and to promote growth and longevity of vegetative life. It does so by retaining moisture close to the surface for roots 520 to tap into and establish themselves. The non-organic soil-less growing media, such as stonewool or rockwool holds substantial moisture and provides an ideal air to water ratio which is ideal for plant growth.
Other flow paths such as horizontal or upward vertical flow have proven to have fewer issues with clogging. Vertical upward flow has the least amount of clogging issues but also has the most issues with channeling. The horizontal flow path provides minimized clogging and channeling concerns and promotes good performance and longevity in biofilter systems. Systems with horizontal flow media bed filtration also have the advantage of being able to accept incoming stormwater subsurface via pipe or upstream storage system while still being able to grow vegetation on the upper surface. Traditional downward flow systems have limitations in this area along with having a large head drop between inflow and outflow points. In contrast, horizontal flow systems do not need a large head drop between inflow and outflow points, as the hydraulic force of the water itself drives it through the filtration media.
The horizontal flow path also allows the biofilter apparatus to be easily connected to an adjacent pretreatment chamber 610 which may house other forms of treatment such as screening, separation and media filtration. These other forms of treatment can be easily incorporated without additional head drop to further reduce the risk of clogging to the media filtration bed.
Additionally, horizontal flow into and through the media clogs slower when compared to downward flow media bed filtration systems. Horizontal flow path media filtration beds have the initial media surface extending vertically so that the contaminated water makes contact first with the media surface. Therefore, the media surface is parallel to the force of gravity, which causes particles that make contact with the surface of the media to fall off and travel downward away from the surface of the media.
The graph line, Single 900 illustrates minimal control over the flow rate on the y-axis as the height of water changes on the x-axis. In contrast, as the water level rises or falls in the wetland biofilter system chamber with a flow control riser 410 with multiple orifices 435 maintains a consistent flow to height ration as is illustrated by 905 as Penta #1, 910 as Penta #2, 915 as Penta #3, 920 as Penta #4, and 925 as Penta #5. The data of
Alternatively,
In general, the invention is used for the treatment of stormwater and similar contaminated water sources. This system is designed to be utilized in urbanized or other developed areas in which the percentage of impervious areas is generally high. The invention when utilized by those skilled in the art is generally placed adjacent to any impervious area which generates rainwater runoff or runoff of other contaminated waters from its surface. The invention also can be directly connected to specific point sources of contaminated waters. When used in stormwater applications the system is generally used to treat rainwater and runoff generated by human activities such an irrigation, car washing, and similar which are generated from parking lots, road ways, public plazas, industrial facilities, freeways and rooftops. Since the system has an open top and contains live vegetation, the system is generally located adjacent to hardscape or impervious areas when some form of landscaping exists. The invention is generally located above ground with the top of the chamber equal to the finish surface. In some embodiments the invention is located above ground (raised up) to accept waters from rooftops or elevated plazas or bridges.
The modular design of the treatment chamber makes it easily scalable to various sizes and shapes, though generally square or rectangular. The concept of this invention also will work in a round orientation. The horizontal flow path through the media which makes it unique to biofiltration systems in this field offers several advantages. As mentioned, the flow orientation of this invention minimizes clogging concerns when compared to downward flow systems. The invention also creates up to four times the media surface area for a given volume of a media filtration bed 400. In one embodiment illustrated in
The invention also can be placed adjacent to an upstream storage system. The advantage of this invention is no hydraulic head drop is required between the bottom of the storage system and the bottom on the said inventions floor. With stormwater requirements moving toward volume base design a biofilter system which is easy to adapt downstream to a storage system is of need.
The above description of disclosed embodiments is provided to enable any person skilled in the art to make or use the invention. Various modifications to the embodiments will be readily apparent to those skilled in the art, the generic principals defined herein can be applied to other embodiments without departing from spirit or scope of the invention. Thus, the invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principals and novel features disclosed herein.
The present application is a continuation of U.S. application Ser. No. 16/984,020 filed Aug. 3, 2020, which claims the benefit of U.S. Provisional Application No. 62/939,634, filed Nov. 24, 2019. The present application is also a continuation in part of U.S. Provisional Patent Application No. 62/923,701, filed Oct. 21, 2019, which is a continuation in part of U.S. patent application Ser. No. 16/417,472, filed May 20, 2019; which is a continuation of U.S. patent application Ser. No. 14/284,154, filed May 21, 2014 and issued as U.S. Pat. No. 10,294,135; which is a continuation of U.S. patent application Ser. No. 13/668,455, filed Nov. 5, 2012 and issued as U.S. Pat. No. 8,771,515, which is a continuation of U.S. patent application Ser. No. 13/215,077, filed Aug. 22, 2011 and issued as U.S. Pat. No. 8,303,816, all of which are hereby incorporated herein by reference in their entireties.
| Number | Date | Country | |
|---|---|---|---|
| 62939634 | Nov 2019 | US |
| Number | Date | Country | |
|---|---|---|---|
| Parent | 16417472 | May 2019 | US |
| Child | 17580457 | US | |
| Parent | 14284154 | May 2014 | US |
| Child | 16417472 | US | |
| Parent | 13668455 | Nov 2012 | US |
| Child | 14284154 | US | |
| Parent | 13215077 | Aug 2011 | US |
| Child | 13668455 | US | |
| Parent | 16984020 | Aug 2020 | US |
| Child | 18600050 | US |
| Number | Date | Country | |
|---|---|---|---|
| Parent | 17580457 | Jan 2022 | US |
| Child | 18600050 | US |
