Patent Application
20240017307
The present invention relates generally to landfills and, in particular, to a fail-safe system for collecting waste gas from a waste pile while minimizing the risk of dislodging a membrane positioned over the waste pile in the event of a power failure.
Landfills are created incrementally and, as they grow, they do so in a largely linear path. They tend to start at one end of a site and as one initial block or area becomes full, another block or area of landfill is opened up next to it. Over time, the landfill grows much like adding fat/thick slices of a baguette back together to reassemble the baguette.
For many years, landfills were left uncovered. In more recent years, they have been covered with grass or dirt, both of which permit some or all of the gas created by the decomposition of the waste to escape to the atmosphere. It has become common to collect the landfill gas via deep wells connected to a large pump (fan or vacuum source) to pull the landfill gas from the landfill and to burn it at a flare on-site or nearby.
In more recent years, some landfills have begun to be capped or covered with an impermeable membrane. Given how the landfills grow and develop incrementally as described above, it often occurs that some parts of a landfill have an impermeable membrane, while other parts of the landfill do not. In these situations, when the gas collection system is offline (for instance, due to a power outage, mechanical failure, weather event, etc.), pressure differentials in the landfill and/or in the gas collection system can cause the impermeable membranes to “balloon”, destabilizing the installation of the membranes and damaging the landfill.
In the past, it has been known to use pumps, piping, and wellheads to extract the gases from the landfill and collect the same. Such wellheads are often spaced about one per acre in a grid pattern. Such systems of collecting the gases can be shut down by many factors, including power failures. To prevent the undesirable build-up of such gases in the event of non-operation of the extraction system, it has often been known to employ a grid pattern of vents spaced between the extraction wellheads, often at the same one per acre density.
As described in published U.S. Patent Application Number 20060034664, conventional gas extraction wells at landfills often involve deep wells attached to a network of pipes and a gas pump (blower) that applies vacuum (negative pressure) to extract the gas from the stored waste as the waste decomposes.
A prior art deep well arrangement according to the above published patent application is shown in
The gas-permeable layer is typically composed of a conductive porous matrix with gas flow paths. Often it is composed of rigid or semi-rigid particles of a large enough size to leave a significant void volume between particles. For instance, the gas-permeable layer may contain sand, gravel, wood chips, or shredded tires. Above the gas-permeable layer is a gas-containment layer 7. Biogas that rises from the landfill reaches the gas-permeable layer where it is trapped by the overlying gas-containment layer 7. The biogas migrates horizontally in the gas-permeable layer until it comes near to a well. Gas extraction from the well creates a vacuum that draws gas into the well. This vacuum draws biogas from the overlying gas-permeable layer down through the waste mass of the landfill to reach the well.
Beneath the gas-permeable high conductivity layer 5 through which a substantial fraction of the biogas from the gas-permeable layer passes as it travels to the gas-collection wellhead is an entrainment zone 9. On its passage through the waste 2, the gas from the gas-permeable layer mixes with biogas produced in the waste mass that has not gone through the gas-permeable layer. This helps to give a consistent content to the biogas that is withdrawn from the well. If gas is withdrawn directly from the gas-permeable conductive layer, the gas composition will vary more dramatically over time, sometimes containing a high air content and sometimes not. It is sometimes desirable to place an even more impermeable layer, such as geomembrane 15, directly over the zone of entrainment of gas from the permeable layer that is created by the deep well. Moreover, sometimes the entire landfill is covered with such a membrane.
The deep well design of
One particularly troublesome problem with known prior art gas collection systems for use in landfills is that the systems typically use electrically-powered vacuum pumps to help draw off the waste gas. In the event of a power outage, such as often can occur due to lightning strikes, the waste gas can build up underneath a membrane in the landfill while the electric power is off, resulting in a ballooning effect on the membrane. This ballooning can damage the membrane or even cause it to slide off the side of a waste pile. Accordingly, a need exists for a system that can keep the membrane intact without ballooning in the event of a power outage or failure of the vacuum pump. It is to the provision of such a system that the present invention is at least partially directed.
Generally described, in a first example form the present invention relates to a fail-safe gas collection system for collecting waste gas from a waste pile having an impermeable membrane covering substantially all of the waste pile. The fail-safe gas collection system includes an anti-lift topping for biasing the membrane to remain in place in the presence of winds. A network of conduits is positioned beneath and extends beneath the membrane. A plurality of collection nodes are positioned at spaced-apart positions on the network of conduits. A negative pressure pump is provided for drawing gas through the collection nodes of the network of conduits. An adjustable control valve is positioned between the network of conduits and the negative pressure pump. At least one pressure relief valve is provided to prevent the membrane from ballooning in the event that the negative pressure pump stops operating for a time.
Preferably, the at least one pressure relief valve comprises a plurality of pressure relief valves spaced apart from one another at a spacing of between about one per two acres and one per acre. Most preferably, the plurality of pressure relief valves are spaced about one per acre.
Preferably, the network of conduits includes a grid of non-perforated pipes and the collection nodes include orifices positioned at distributed locations on the grid of non-perforated pipes.
Optionally, the anti-lift topping can comprise synthetic turf positioned above the membrane and being adapted to resist up-lift of the membrane aerodynamically. Optionally, the anti-lift topping can comprise synthetic turf positioned above the membrane and provided with a ballast. Also optionally, the synthetic turf can be provided with both aerodynamic anti-lift and ballast or even other anti-lift measures.
Preferably, the plurality of pressure relief valves are adapted to vent waste gas at pressures of between 3 inches and 30 inches of water column head.
In another example form, the present invention relates to a fail-safe waste gas collection system for use with a waste pile having a first covered portion covered by an impermeable membrane and a second uncovered portion which is not covered by an impermeable membrane. The waste gas collection system includes a waste gas collection grid for collecting waste gas from both the covered portion of the waste pile and the uncovered portion of the waste pile. The fail-safe waste gas collection system also includes a vacuum pump connected to the waste gas collection grid for drawing waste gas from the waste pile and at least one automatic pressure relief valve positioned in the covered portion for venting pressure from beneath the membrane. An automatic isolation valve is positioned to isolate a covered portion of the waste gas collection grid from an uncovered portion of the waste gas collection grid to help prevent ballooning of the membrane in the covered portion of the waste pile.
Preferably, the automatic isolation valve is configured to isolate the covered portion of the waste gas collection grid when the vacuum pump stops operating.
Preferably, the covered portion of the waste gas collection grid is provided with an adjustable control valve and the automatic isolation valve is positioned between the vacuum pump and the adjustable control valve.
In another example form, the present invention relates to a fail-safe waste gas collection system for use at a partly membrane-covered, partly uncovered waste pile having a waste gas collection grid connected to a vacuum pump. The fail-safe system includes a plurality of pressure relief valves to help protect the membrane against ballooning in the event that the vacuum pump stops operating. It also includes an automatic isolation valve to isolate a covered portion of the collection grid from an uncovered portion of the collection grid when gas pressure in the uncovered portion of the collection grid exceeds gas pressure in the covered portion of the collection grid.
Preferably, the automatic isolation valve is operative to isolate the covered portion of the gas collection grid when the pressure in the uncovered portion of the gas collection grid is between about 3 inches and 30 inches of water column head greater in the uncovered portion of the collection grid than gas pressure in the covered portion of the collection grid.
Preferably, the covered portion of the waste gas collection grid is provided with an adjustable control valve and wherein the automatic isolation valve is positioned between the vacuum pump and the adjustable control valve.
Preferably, the automatic isolation valve is operative to isolate the covered portion of the gas collection grid from the uncovered portion of the gas collection grid and prevent flow in either direction when isolating the two portions of the gas collection grid.
In another example form, the present invention relates to a fail-safe gas collection system for collecting waste gas from a waste pile, with the gas collection system comprising including an impermeable membrane covering substantially all of the waste pile. An anti-lift topping is provided for biasing the membrane to remain in place in the presence of winds and a network of conduits is positioned beneath and extending beneath the membrane. A number of collection nodes are placed at spaced-apart positions on the network of conduits and a negative pressure pump is provided for drawing waste gas from the network of conduits. An adjustable control valve is positioned between the network of conduits and the negative pressure pump. Further, a plurality of pressure relief valves are provided to prevent the membrane from ballooning in the event that the negative pressure pump stops operating.
Preferably, the plurality of pressure relief valves are spaced apart from one another between about one per two acres and one per acre. Preferably, the plurality of pressure relief valves are spaced apart about one per acre.
Preferably, the network of conduits comprises a grid of non-perforated pipes and the collection nodes comprise orifices positioned at distributed locations on the grid of non-perforated pipes.
Preferably, the anti-lift topping comprises synthetic turf positioned above the membrane and being adapted to resist up-lift of the membrane aerodynamically. Preferably, the anti-lift topping comprises synthetic turf positioned above the membrane and provided with a ballast. Also optionally, the synthetic turf can be provided with both aerodynamic anti-lift and ballast or even other anti-lift measures.
Preferably, the plurality of pressure relief valves are adapted to vent waste gas at pressures of between about 3 inches and 30 inches of water column head.
The specific techniques and structures employed to improve over the drawbacks of the prior systems and accomplish the advantages described herein will become apparent from the following detailed description of example embodiments and the appended drawings and claims.
Referring now in detail to
In another example form as shown in
Preferably, the automatic isolation valve 700 is configured to isolate the covered portion 201 of the waste gas collection grid when the vacuum pump 260 stops operating. Preferably, the fail-safe gas collection system 200 includes an anti-lift topping 220 for biasing the membrane 210 to remain in place in the presence of winds. Preferably, the automatic isolation valve is operative to isolate the covered portion of the gas collection grid when the pressure in the uncovered portion of the gas collection grid is between about 3 inches and 30 inches of water column head greater in the uncovered portion of the collection grid than gas pressure in the covered portion of the collection grid. Significantly, this isolation of the two parts of the collection grid helps to keep gas volume from the uncovered portion of the waste pile from being communicated to the covered portion of the waste pile, which could overwhelm the pressure relief valves' ability to vent the excess waste gas without ballooning the membrane. In this regard, the automatic isolation valve operates to protect the membrane from volume and pressure impacts from the uncovered portion of the waste pile while the vacuum pump is inoperable (such as during a power outage).
Preferably, the covered portion 201 of the waste gas collection grid is provided with an adjustable control valve 270 and wherein the automatic isolation valve 700 is positioned between the vacuum pump 260 and the adjustable control valve 270.
In one optional form, the anti-lift topping 120, 220 can comprise synthetic turf positioned above the membrane and being adapted to resist up-lift of the membrane aerodynamically, but other anti-lift toppings can be employed. Preferably, the anti-lift topping comprises synthetic turf positioned above the membrane and can optionally be provided with a ballast. The geomembrane 110, 210 can be covered with a synthetic turf having synthetic strands that resemble grass with a pile height ranging from about % inch to 2 inches depending on wind design velocities. The strands tend to break the laminar flow of the wind and also provide normal pressure on the geomembrane liner system when the strands bend, creating normal pressure. Preferably, the pile height is % inch to 2 inches or so. More preferably, the pile height is about 1 inch to 1½ inches.
Preferably, the synthetic strands are slender elongate elements. As used herein, “slender” indicates a length that is much greater than its transverse dimension(s). Examples of slender elongate elements contemplated as encompassed by the present invention or in conjunction therewith are structures that resemble blades of grass, rods, filaments, tufts, follicle-like elements, fibers, narrow cone-shaped elements, etc. The synthetic strands extend upwardly from a base and form a mat or field of such strands. Such can simulate a field of grass, pine straw or similar. Moreover, while the anti-lift topping will be described below in connection with blade-like elements (grass blade-like, not necessarily like cutting blades) as an example embodiment, those skilled in the art will readily appreciate that the invention is not to be limited to the example form.
Preferably, the chemical composition of the synthetic grass blades should be selected to be heat-resistant and UV-resistant (and to withstand exposure to sunlight, which generates heat in the blades and contains ultraviolet rays). Furthermore, the polymer yarns should not become brittle when subjected to low temperatures. The selected synthetic grass color and texture should be aesthetically pleasing. While various other materials may work well for the grass blades, it is presently believed that polyethylene fibers work best.
Optionally, the synthetic grass blades are tufted to have a density of between about 20 ounces/square yard and about 100 ounces/square yard. Preferably, the synthetic grass blades have a density of between about 20 and 40 ounces/square yard. The tufting is fairly homogeneous. In general, a “loop” is inserted at a gauge spacing to achieve the desired density. Each loop shows as two blades of grass at each tufted location. Preferably, the synthetic grass blades have a thickness of at least about 100 microns.
The synthetic grass blades are tufted into a geotextile backing. The geotextile backing preferably consists of one or more geotextiles made of polypropylene or polyethylene with UV stabilizers. The geotextiles can comprise slit film (tape yarn) or monofilament. Generally speaking, the lower the surface area of the yarn per unit weight of raw material, the better the ultraviolet (UV) performance. Monofilament geotextiles typically have a small cross section relative to their length, which inherently provides for a smaller surface exposed to UV light per unit weight of polypropylene or polyethylene. In other words, a yarn with a round cross-section typically will exhibit better UV resistance than a flat geometric shape.
Optionally, the geotextile backing can be a single layer backing, a double layer backing, or can have more than two layers. But it is preferred that a single layer or double layer backing be used. Optionally, the backing can be made of polypropylene or polyethylene. Also, optionally a separate membrane can be dispensed with, such as by applying a membrane-like layer to the back side of the synthetic geotextile. For example, a urethane coating can be sprayed onto the back of the synthetic geotextile and allowed to cure.
The prior art technique of using tarps or geomembranes to cover leach pads, landfills and stockpiles to protect the ore, waste and soil stockpiles from rain and weather damage typically requires substantial ballast or anchorage. This anti-lift synthetic turf allows the use of a membrane over large areas without requiring such ballast or anchorage. Instead, a synthetic cover layer 120 is provided that can resist wind uplift and thus protecting the impermeable geomembrane 110 below. The synthetic cover 120 contains grass-like filaments covering and protecting the impermeable geomembrane liner surface.
The inventive wind-resistant cover and liner was laboratory tested (at the Georgia Tech Research Institute (“GTRI”) Wind Tunnel Lab) using wind tunnels to determine the uplift vertical pressures and shear pressures on the synthetic cover. The wind tunnel trials indicated that this novel cover resists the uplift forces of the wind. Minimal product weight of 0.3 lbs/sq-ft typically will be required to counteract the shear forces from the wind. Synthetic grass and geomembranes in the range of 30 to 40 mil thickness would exceed this minimum weight-per-unit area threshold. The present inventors have confirmed the performance of this novel cover by testing the same as landfill covers for mines and general covers for ore stockpiles, dams, embankments, general stockpiles and the like.
During the wind tunnel investigation, the turf was experimentally evaluated for its aerodynamic properties and ballast requirements of the novel synthetic ground cover system under a range of wind speed conditions. The cover system was tested full scale in a subsonic model test facility wind tunnel wherein the normal forces loading (lbs/sq ft) and the shear stresses (lbs/sq ft) were determined for the proposed section of the materials (synthetic cover and geomembrane) as described herein.
Pressure variations across the height of a boundary layer were measured in the wind tunnel. Pressure variations are due to viscous forces. In order to investigate the unique characteristics of the flexible and permeable cover layer a traverse system was built into the model to actuate a pitot static probe vertically through the boundary layer. This allowed the measurement of the total and static pressure as a function of the probe height defined as h=0 at the upper surface of the geomembrane or geotextile backing. From these measurements the flow velocity was determined. This characterized the shape of the boundary layer that is by its nature a transition from the no slip condition at the surface (v=0) to the free stream.
A sophisticated 6-component force balance was utilized to measure the aerodynamic lift (L) and the total drag (D). These forces were transmitted to the balance through a vertical strut mounted underneath the model base. These forces represent the total sum of all pressure distribution acting on the model resolved vertically and tangentially as shown in the equation below:
L
cover
=L−L
amb
+L
geotex/geome
It was discovered that at the edges the wind subjects the synthetic turf to up to 89% of the total free stream. The blades are subject to higher velocities and thus higher increasing drag as the wind speed increases. The higher drag increases the bending of the blades back onto the backing geotextile(s). The effect of this has two counteracting impacts on the net lift. At lower velocities the synthetic blades are bent slightly with flow being deflected and accelerated over the edges. This flow acceleration increases the local velocity and lowers the local static pressure below that of the stream static, which creates the pressure differential building up with the associated uplift of the cover geotextiles. This force can be counteracted by building an anchor trench at the perimeter of the cover.
The wind-resistant synthetic turf creates a larger distance from the material surface to the “free stream” (free stream occurs where the wind flow is unaffected by the material). The cover radically breaks up the flow stream, increasing the boundary layer (distance from surface to free stream) to the point where uplift forces are very small. This is in stark contrast to a prior art exposed membrane cover, in which there is a minuscule distance from the surface (where velocity is 0 feet per second, which is the case for all materials and wind conditions) to free stream.
The boundary layer conditions are created by longer flow paths over a given surface and all boundaries grow in thickness and increase in turbulence with increasing distance. In the case of this invention, the interaction of the flow with the flexible blades causes the boundary layer growth to occur quite rapidly. It is also clearly seen in our experiments that little to no deflection occurred in the cover at a distance just over 6 inches from the perimeter edge. The measured uplift results show values requiring minimal uplift resistance that can simply be achieved by the weight of the cover itself.
Exposed geomembrane covers have been used extensively in the past as covers for landfills and stockpiles in the solid waste and mining industries in order to prevent or minimize rainwater infiltration into the waste or the ore. In such prior art geomembrane applications, UV-resistance of the liner materials has not been a concern when HDPE and LLDPE, PVC materials are used as the plastic materials. For the synthetic grass used in the present invention, the blades can be made of polyethylene, HDPE, LLDPE, PVC, or other UV-resistant material. While UV resistance is not an absolute requirement, it does provide an important long-term stability for the synthetic grass blades, adding to the overall performance of the system.
In addition to the wind-resistant synthetic turf described immediately above, the system 100, 200 can use ballast (such as sand, gravel, etc.) to help hold the membrane down. The ballast can be used over conventional synthetic turf or directly over the impermeable membrane 110, 210. Also, the anti-lift properties of the wind-resistant turf can be bolstered by adding ballast to the wind-resistant turf.
Preferably, the plurality of pressure relief valves (e.g., 181, 281) are adapted to vent waste gas at pressures of between 3 inches and 30 inches of water column head.
In example forms, the base portion 654 and cap 655 comprise a generally cylindrical profile. However, the base portion and cap may comprise other geometric profiles, such as for example polygonal or elliptical profiles, of various dimensions, and it is to be understood that the base portion 654 and cap 655 are not limited to any specific profile or size. Furthermore, the valve portion 270 comprising the canister 272 and seal 276 is operable as described herein notwithstanding a lack of in-line pressure within the discharge chamber 652. The seal 276 can be a rigid element, like a hard plastic or metal. Or in alternative forms, it can be a flexible membrane as described above in connection with prior figures.
Optionally, the pressure relief valves 181, 182 comprise a plurality of pressure relief valves spaced apart from one another at a spacing of between about one per two acres and one per acre. Optionally, the plurality of pressure relief valves are spaced about one per acre. Optionally, the plurality of pressure relief valves are positioned at least one or more per acre.
Preferably, the plurality of pressure relief valves are adapted to vent waste gas at pressures of between about 3 inches and 30 inches of water column head.
The automatic isolation valve 700 is positioned adjacent an upper portion of the conduit 701 and defines a discharge chamber 752 therein into which gas from the discharge end of conduit 701 is discharged. The discharge chamber 752 is defined between the inside wall of the automatic isolation valve 700 and the outside wall of the upper portion of the conduit 210. Generally, the automatic isolation valve 700 comprises a cylindrical or generally bulbous profile wherein the inner diameter of the hood is larger than the outer diameter of the intake conduit 210. The intake conduit 701 connects to and extends at least partially into the automatic isolation valve 700 through a first end 710. At a second end, opposite the first end 710, the automatic isolation valve 700 system comprises an exhaust conduit 720 fluidly connecting the discharge chamber 752 to the surrounding atmosphere (or to a destruction system) as described above. In example forms, the exhaust conduit 720 is axially aligned with the intake conduit 701 and their respective two ends are separated by a gap or space therebetween. The automatic isolation valve 700 further includes a condensate drain hole or plug 712 which drains or releases condensate accumulated in the discharge chamber 752.
A valve portion or sleeve 708 is generally provided in the gap or space between the discharge end of the intake conduit 701 and intake end 722 of the exhaust conduit 720. Preferably, the valve portion 708 is substantially rigid and comprises a rigid perforated tube portion 704 and a rigid closed end portion 702. The valve portion 708 is loosely fitted about the intake end 722 of the exhaust conduit whereby the closed end portion is positioned between the intake and exhaust conduits. In example embodiments, the perforated tube portion 704 has a plurality of holes or apertures 706. The exhaust conduit 720 also includes a plurality of holes or apertures 726 near and about its intake end 722 wherein the plurality of holes 726 are configured to align with the plurality of holes 706 of the valve sleeve 708 when the valve sleeve is in an open position. According to example forms, the plurality of holes 706 of the valve sleeve 708 are arranged in two rows wherein the two rows are staggered or offset from one another, whereas the plurality of holes 726 are arranged in two rows that are uniformly or symmetrically positioned to one another. In other example forms, the plurality of holes 706 are uniformly or symmetrically patterned while the plurality of holes 726 are staggered or otherwise offset. The differing patterns ensures that the plurality of holes 706 and 726 are at least partially aligned even if the valve sleeve 708 rotates axially about the exhaust conduit 720. In some example forms, apertures 706 and 726 may comprise the same, or a combination of, shapes and/or configurations to ensure at least a partial alignment independent of the axial alignment of the valve sleeve 708 about the exhaust conduit 720. For example, the apertures 706 may be of elongated slots whereas apertures 726 are circular.
According to example forms, the automatic isolation valve 700 may be oriented substantially vertically or horizontally. The following applies when the automatic isolation valve 700 may be oriented substantially vertically. When the pressure in the intake conduit 701 is substantially equal to the pressure in the discharge chamber 752, the outer surface of the closed end portion 702 rests against the discharge end of the conduit 701, normally sealing the conduit against air being drawn into the conduit from above ground, as shown in
If the automatic isolation valve 700 and the conduits 701 and 720 are arranged horizontally, the automatic isolation valve 700 operates substantially as described above, but without the force of gravity biasing the end 702 toward sealing against the open end of the conduit 701.
In another example form, the present invention relates to a fail-safe waste gas collection system for use at a partly membrane-covered, partly uncovered waste pile having a waste gas collection grid connected to a vacuum pump. The fail-safe system includes a plurality of pressure relief valves to help protect the membrane against ballooning in the event that the vacuum pump stops operating. It also includes an automatic isolation valve to isolate a covered portion of the collection grid from an uncovered portion of the collection grid when gas pressure in the uncovered portion of the collection grid exceeds gas pressure in the covered portion of the collection grid.
Preferably, the automatic isolation valve 700 is operative to isolate the covered portion of the gas collection grid when the pressure in the uncovered portion of the gas collection grid is between about 3 inches and 30 inches of water column head greater in the uncovered portion of the collection grid than gas pressure in the covered portion of the collection grid.
Preferably, the covered portion of the waste gas collection grid is provided with an adjustable control valve and wherein the automatic isolation valve 700 is positioned between the vacuum pump and the adjustable control valve.
Preferably, the automatic isolation valve 700 is operative to isolate the covered portion of the gas collection grid from the uncovered portion of the gas collection grid and prevent flow in either direction when isolating the two portions of the gas collection grid.
Preferably, the network of conduits 150 includes a grid of non-perforated pipes 151, 152, 153, etc., and the collection nodes include orifices positioned at distributed locations on the grid of non-perforated pipes (typically, where the pipes cross or intersect one another). A transport conduit 190 extends beneath the geomembrane 110, and without extending through the geomembrane 110, for transporting gas produced by the waste pile W. The transport conduit 190 can be smooth, corrugated, or part smooth and part corrugated. The transport conduit 190 can be of any desired shape. For example, it can be round or square. Alternatively, it can be a flat, wide, shallow pipe and can have internal ribs or other structure to keep the pipe from collapsing.
A similar transport conduit 290 is depicted in
Preferably, the collection grid is substantially cruciform in shape and at intersections of various conduits an adapter T or cross is provided. Preferably, the grid includes at least one trunk conduit and the at least two branch conduits each comprise an elongate, non-perforated outer cover. Optionally, the at least four collector conduits each comprise an elongate perforated outer cover.
The sub-surface gas to be collected and withdrawn with the present invention can be any of several sub-surface gases, such as natural gas. The fluid collected and conveyed can be gaseous or liquid or a mixture of the two.
The gas collection grid can include a graduated conveyance grid with at least one high-volume, low-profile fluid trunk conduit. It also can include at least two medium-volume, low-profile fluid branch conduits connected to and feeding into the at least one high-volume, low profile trunk conduit. Further, it can include at least four lower-volume, low-profile collector conduits connected to and feeding into the at least two medium-volume, low profile branch conduits, with each branch conduit being connected to at least two of the collector conduits. With this construction, gas can be drawn into the smaller collector conduits, gathered into the somewhat larger branch conduits, and finally into the trunk conduit.
Preferably, the grid is substantially cruciform in shape and at intersections of various conduits an adapter T or cross is provided. Optionally, the adapter T or cross has an upper opening and is provided with a cover for covering the upper opening.
Preferably, the grid includes at least one trunk conduit and the at least two branch conduits each comprise an elongate, non-perforated outer cover. Optionally, the at least four collector conduits each comprise an elongate perforated outer cover. Preferably, the elongate outer cover comprises a polymer.
The system design, coupled with a membrane cover, creates a superior barrier and conveyance system for gas emissions. The radius of influence of the system can be every square foot between the waste mass and the atmosphere.
The shallow gas well collection system is designed specifically for both long and short-term interim cover areas. The system creates a semi-conical radius of influence into the waste mass and a linear radius of influence between the impermeable membrane and protective cover layer. The shallow gas well system creates barriers of both an impermeable membrane and vacuum in an area of the landfill that is critical to preventing fugitive emission from escaping into the environment.
The system alleviates the high costs and maintenance associated with deep well gas collection designs and the low performance characteristics of horizontal collectors as well as the multiple membrane penetrations associated with both deep well and surficial gas collection systems. To accomplish this, a radius of influence across a large area is created by ensuring an available vacuum pressure is sustained throughout the shallow gas well gas collection system with an overlying impermeable membrane. This is achieved by utilizing the site-specific gas generation rate modeling to determine how much gas will need to be collected from an area. The estimated gas volume and the collection area size are then calculated along with the available vacuum, industry standards for friction loss in gas conveyance to determine the size of each orifice in the shallow gas well's flux chamber.
Preferably, there is no need for overlying membrane penetrations at the individual shallow gas well gas collection points. Preferably, each gas collection point has a flux chamber that penetrates through the protective soil layer and onto the top of the underlying waste mass. The flux chamber is made up of a larger diameter solid outer pipe with smaller diameter perforated pipe. The area between the two is filled with a highly permeable material such as gravel. The interior portion of the smaller diameter is where both the orifice, collector and condensate drain reside.
It is to be understood that this invention is not limited to the specific devices, methods, conditions, or parameters of the example embodiments described and/or shown herein, and that the terminology used herein is for the purpose of describing particular embodiments by way of example only. Thus, the terminology is intended to be broadly construed and is not intended to be unnecessarily limiting of the claimed invention. For example, as used in the specification including the appended claims, the singular forms “a,” “an,” and “the” include the plural, the term “or” means “and/or,” and reference to a particular numerical value includes at least that particular value, unless the context clearly dictates otherwise. In addition, any methods described herein are not intended to be limited to the sequence of steps described but can be carried out in other sequences, unless expressly stated otherwise herein.
While the claimed invention has been shown and described in example forms, it will be apparent to those skilled in the art that many modifications, additions, and deletions can be made therein without departing from the spirit and scope of the invention as defined by the following claims.
| Number | Date | Country | |
|---|---|---|---|
| 63389344 | Jul 2022 | US |
