1. Field of the Invention
The invention relates to a gas management system and methods therefor for collecting landfill gas emission from decomposition of solid waste in landfills, which requires less maintenance than current landfill gas recovery systems and is capable of environmental regulatory compliance. Specifically, a landfill gas management system and methods therefor are provided, the system having a gas header pipe with condensation discharge wells positioned within stable ground outside of a landfill cell and having lateral line pipes connecting the gas header pipe to gas wells positioned in the landfill cell, wherein the lateral line pipes penetrate through the liner system of a landfill cell in a sealed containment unit.
2. Description of Related Art
Landfill gas (LFG) is produced from the anaerobic decomposition of organic waste in solid waste landfills. LFG is generally comprised of one-half methane, approximately one-half carbon dioxide and small amounts of organic compounds. Rather than engaging in prior practices of allowing LFG to escape into the atmosphere or simply flaring collected LFG, landfill operators are now recovering LFG from landfills to harvest the methane component for use as an energy source, which has proven to have environmental and economic benefits. The environmental benefits include a reduction in LFG odors in nearby communities and a reduction of air pollution that adversely affects the global climate. The financial benefits include a cost-effective collection of methane gas extracted from LFG produced in landfills for sale as a renewable energy source and avoidance of costly violations of environmental regulations.
Landfill construction guidelines are controlled by state legislation and vary between the states. Typically, a landfill cell includes an underlying liner system, a vegetated cap system, a leachate management system, a gas management system, erosion and sedimentation controls and various other monitoring systems. A properly constructed landfill cell is a self-contained bioreactor, which facilitates the decomposition of organic waste and production of LFG.
A gas management system installed in a landfill recovers, collects and disposes of LFG. Typically, a gas management system includes gas extraction wells inserted into solid waste in a landfill cell. Gas extraction wells connect by pipes to a gas header pipe. LFG is collected from a landfill through the gas management system by extraction through a vacuum in the system induced by negative air pressure placed on the gas header pipe. The vacuum draws LFG produced in the landfill through the gas wells and the pipes to a collection point for processing. The LFG at the processing location can be vented into the air, flared by a burner or processed to extract methane for use or sale.
A current gas management system incorporated into landfills includes extraction wells inserted into solid waste in a landfill cell, which are connected by lateral line pipes to a main header pipe. The main header pipe may be configured into a continuous ring-shaped system by connecting the ends of the pipe. The main header pipe may be alternatively be configured as a u-shaped system by capping the ends of the pipe. The lateral line connecting pipes and the gas header pipe are buried within the vegetated cap system of the landfill cell. A vacuum system, which is positioned outside of the landfill cell, is connected through a vacuum pipe to the gas header pipe. The vacuum system creates a negative pressure within the gas management system to facilitate the recovery and collection of LFG at a processing location outside of the landfill cell.
Due to the exothermic nature of solid waste decomposition, condensation builds up in the lateral line pipes and the main header pipe, which can block LFG removal by the gas management system, resulting in LFG emission from the landfill. Condensation buildup in the pipe system has been addressed by installing u-traps at preset locations along the main header pipe. A u-trap is a drainpipe connected to the bottom side of the main header pipe, all buried within the vegetative cap, for the purpose of draining condensation pooling in the main header pipe into the landfill cell.
Several problems exist with the current gas management system, which arise primarily from the anaerobic decomposition of the solid waste deposited within the landfill. During construction of the landfill, the solid waste dumped into the landfill provides a stable base for the overlying capping system. The stability of a newly constructed landfill cell offers a foundation for the installation of gas extraction wells, lateral line pipes and the gas header pipe within the solid waste and the overlying cap system.
A stable landfill cell is determinative for initial gradation of the main header pipe relative to the landfill cell, which promotes gravity-fed displacement of condensation flowing from the lateral line pipes into the main header pipe out of the u-trap into the landfill cell. During decomposition, solid waste is physically reduced in size, thereby creating a dynamic base under the overlying cap system, which randomly settles as the solid waste continues to decompose. As the overlying cap system settles along with the decomposing solid waste, the gas management system contained within the capping system also settles, which disrupts the preset grade of the main header pipe.
Once offset from its original position within the cap system with preset grades, the main header pipe is prone to condensation pooling at new low points along the gas header pipe. The new low points in the gas header pipe generally do not correspond with u-trap placement, so that the pooling condensation cannot drain throughout the gas header pipe to u-traps for return to the landfill cell. When enough condensation pools at low spots in the gas header pipe, the gas management system becomes partially or fully blocked, whereby LFG extraction by the vacuum is significantly reduced or totally precluded. The gas management system is considered watered-out when LFG extraction is partially or totally blocked by condensation pooling within the main header pipe.
A watered-out gas management system causes many problems. First, LFG is emitted into the air, rather than being extracted from the landfill cell and recovered by the gas management system. LFG emission is harmful to the environment, and coupled with LFG emission are the associated noxious odors, which can migrate to local areas. In addition to environmental issues related to LFG emission from a landfill, local authorities may cite a landfill operator for violation of environmental regulations. Second, the watered-out section of the main header pipe must be cleared to reestablish the vacuum in the gas management system for LFG extraction. Clearing a watered-out section of the main header pipe requires excavating the surrounding capping system and solid waste in the landfill. After excavation, the main header pipe is repositioned to establish a grade so the condensation drains to existing u-traps attached to the main header pipe. Alternatively, a new u-trap is installed at the watered-out section of the main header pipe. Repairing the watered-out main header pipe is time-intensive and adds substantial costs to the overall operation and maintenance of a landfill.
A landfill continues to settle at random locations in correlation with solid waste decomposition. The problem of watered-out sections of a gas header pipe persists until the organic components in the solid waste of the landfill are physically reduced to the smallest size through decomposition. Accordingly, a need exists for a gas management system for use with a landfill cell that overcomes the aforementioned problems associated with watered-out gas header pipes in gas management systems currently in use.
The present invention provides a gas management system comprising a gas header pipe, condensation discharge wells and containment units. The present invention also provides a method of using the gas management system with a landfill cell to collect LFG produced by decomposing solid waste contained within the landfill cell.
The gas header pipe of the gas management system is provided within a trench surrounding the landfill cell. The gas header pipe is buried within a stable matrix to provide static conditions for the gas header pipe with fixed high points and low points.
Sequential condensation discharge wells are connected with the gas header pipe. The gas header pipe and a substantial portion of each condensation discharge well is buried within the trench in a stable matrix, which maintains the gas header pipe in a static condition. The gas header pipe is graded to have high points between each set of sequential condensation discharge wells placed at low points along the gas header pipe. The condensation discharge wells are positioned at fixed low points along the main header pipe so that condensation flowing within the gas header pipe will flow to the condensation discharge well for discharge from the gas management system by a pneumatic pump system.
Multiple lateral line pipes are provided to connect extraction wells within the landfill cell to the gas header pipe. Containment units are provided to communicate each lateral line connecting pipe through the liner system to the gas header pipe without compromising the integrity of the liner system, which functions to contain solid waste and its reduced components such as leachate within the landfill cell. Each containment unit comprises a large sleeve the length of a liner system of a landfill cell and two flat rings sealed to each end of the sleeve as well as the liner system. The two flat rings have central holes to provide communication for a lateral line connecting pipe through the containment unit. The lateral line connecting pipes are sealed to the two rings of the containment unit, which functions as a jacket around a lateral line connecting pipe at the point of penetration through the liner system.
A method is provided for collecting LFG from landfills with a gas management system incorporated within a landfill cell. The method comprises the steps of providing a gas management system adapted for use with a landfill cell to receive gas emitted from the landfill, collecting the gas emitted from the landfill, and discharging condensation pooling at low points of the gas management system, all of which occurs by implementing the disclosed gas management system. The step of collecting LFG emitted from the landfill cell occurs by placing a vacuum on a gas header pipe of the gas management system and collecting the gas emitted from a landfill cell by drawing the gas entering into the gas wells through the lateral line pipes and the gas header pipe of the gas management system to a processing system for containment, storage and/or methane gas removal. The step of discharging condensation includes collecting condensation buildup in the gas management system at low points in the gas header pipe and discharging the condensation from the low points in the gas header pipe with pumps.
The invention is generally described in terms of a gas management system for collection of LFG emitted from landfill cells. LFG enters the gas management system through gas wells inserted into the solid waste buried within the landfill cell. LFG emitted from a landfill is removed from a landfill cell by a vacuum placed on the gas management system, which draws LFG in gas wells through the lateral line pipes into the gas header pipe positioned outside of and surrounding the landfill cell. LFG is drawn further through the gas header pipe to a processing system known in the art to be capable of containment and storage of LFG and/or methane separation from LFG.
Referring to the drawings in which similar reference characters refer to similar parts throughout the several views thereof,
A key aspect of the present invention is the positioning of gas header pipe 10 as shown in
Gas header pipe 10 is placed in gas header trench 22 that is dug outside of anchor trench 24 surrounding landfill cell 12 as shown in
Lateral pipe containment unit 56 provides a sealed passageway for lateral line pipe 18 buried within landfill cell 12 to penetrate through multi-layer liner system 20 of landfill cell 12. After configuration of lateral pipe containment unit 56 with liner system 20, the containment effect of liner system 20 will not be breached due to the seals between first cap 59, primary liner 62 and lateral line pipe 18 and second cap 61, second liner 64 and lateral line pipe 18. Sealed lateral pipe containment unit 56 blocks the passage of leachate or any other fluid out of landfill cell 12. Lateral pipe containment unit 56 is installed in a manner that is in full compliance with environmental regulations.
As shown in more detail in
As is also shown in
The containment unit 30 is a further component of condensation discharge well 16 as shown in
A method of collecting LFG by using the disclosed gas management system is also provided by the invention. Generally, the method includes the steps of providing the gas management system adapted for use with landfill cell 12 to receive gas emitted from landfill cell 12, collecting the gas emitted from landfill cell 12, and discharging condensation buildup collecting at the lowest points of the gas management system. The method features all of the elements comprising the gas management system including the gas wells, lateral line pipes 18 and lateral pipe containment units 56 and gas header pipe 10 and condensation discharge wells 16 and pump system.
The method includes the step of providing a gas management system adapted for use with landfill cell 12 to receive gas emitted from landfill cell 12. The step is further characterized by providing gas wells through a cap of landfill cell 12 into the solid waste buried within landfill cell 12. The gas wells are positioned in landfill cell 12 after landfill cell 12 is filled with solid waste and covered with the capping system. The step is also further characterized by positioning gas header pipe 10 outside of landfill cell 12 to surround landfill cell 12. Gas header pipe 10 is vertically positioned with high points A and low points B in gas header trench 22. At low points B of gas header pipe 10, gas header pipe 10 connects to side arms 36, 36′ of t-shaped pipe 28 of condensation discharge well 16 sealed in a containment unit 30. Gas header pipe 10 and condensation discharge wells 16 are positioned during the construction of landfill cell 12. The step is also characterized by connecting the gas wells by lateral line pipes 18 to gas header pipe 10 to provide a pipe system adapted for use with landfill cell 12 to receive gas emitted from landfill cell 12. Lateral line pipes 18 penetrate through multi-layered liner system 20 of landfill cell 12 and are contained in containment unit 56 sealed to liner system 20. Lateral line pipes 18 are installed during construction of landfill cell 12 and are partially buried by solid waste and ultimately the cap system of landfill cell 12. Lateral line pipes 18 are connected to the gas wells after installation of the gas wells in completed landfill cell 12.
The method also includes the step of collecting gas emitted from landfill cell 12 once construction of landfill cell 12 is completed. The step is characterized by placing a vacuum on gas header pipe 10 of the gas management system and collecting the gas emitted from landfill cell 12 by drawing the gas from gas wells through lateral line pipes 18 and gas header pipe 10 of the gas management system to a process system for collection and storage of LFG. The process system is a system capable of collecting LFG and separating methane from the LFG for further containment of purified methane gas.
The method also includes the step of discharging condensation buildup within the gas management system. During decomposition of solid waste, heat is given off by exothermic reaction, which creates condensation within the gas management system. Condensation flows through lateral line pipes 18 in gas header pipe 10, where the predisposed high and low points A and B, respectively, promote the flow of condensation to the lowest point of the gas management system, namely reservoir 34 of t-shaped pipe 28 of condensation discharge well 16.
The condensation flows through the gas management system to lowest point B for collection. As the condensation is collected in reservoir 34, it reaches a preset level, which activates pneumatic pump 42 of the pump system. Pneumatic pump 42 is charged with air pressure, which is used to pump the condensation collected in reservoir 34 out of condensation discharge well 16 by discharge line 44. Discharge line 44 displaces the condensation from the gas management system preferably to a location for treatment or, alternatively, back into landfill cell 12.
Although the invention has been described with reference to the disclosed embodiments, this disclosure is illustrative and exemplary of the present invention and is made merely for purposes of providing a full disclosure of the invention. Other embodiments of the invention can achieve the same result. Accordingly, other embodiments, adaptations, variations, modifications and equivalent arrangements will be apparent to those skilled in the art.
Number | Date | Country | |
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60513163 | Oct 2003 | US |