System and method for applying covering material with an aerosolization system

Abstract

A method for effective and efficient water or wastewater aerosolization and industry specific and regulatory agency approved ADC, soil stabilization or penetrating solution dissemination over identified and specific areas that are to be addressed. The water or wastewater and industry or regulatory body specifically approved ADC, soil stabilization or penetrating reagent solution(s) is directed to an Integrated Mobile Aerosolization System (IMAS) or other system having a turbine and being integrated and mobile. The turbine is driven so as to generate a system of air. Integrated pumps are utilized to move the water or wastewater and industry or regulatory body specific and ADC, soil stabilization or penetrating reagent solution(s) to a series of nozzles that aerosolizes the water or wastewater and ADC, soil stabilization or penetrating reagent solution into the path of the system of air. The water or wastewater and ADC, soil stabilization or penetrating reagent solution form a mixture that is entrained in the system of air. The mixture of water or wastewater and ADC, soil stabilizing or penetrating reagent solution is directed over a specific area that is to be covered with an approved material. The water or wastewater and ADC, soil stabilization or penetrating reagent solution form that industry specific and regulatory body approved covering material that is applied to the specific area.

Claims

1. A method of aerosolizing an alternative daily covering composition and applying the alternative daily covering composition to a selected land area comprising: directing water to an aerosolization system that includes a turbine and a turbine housing; driving the turbine and generating a system of air that moves through the turbine housing; pumping the water under pressure to a series of nozzles associated with the aerosolization system; mixing the alternative daily covering composition with the water to form a water-alternative daily covering composition mixture before the water is emitted from the nozzles; entraining the water-alternative daily covering composition mixture in the system of air by pumping the water-alternative daily covering composition mixture to and through the nozzles and into the system of air generated by the turbine and passing through the turbine housing to form a water-alternative daily covering composition-air mixture; aerosolizing the water-alternative daily covering composition-air mixture and directing the aerosolized water-alternative daily covering composition-air mixture from the turbine housing through the air and towards the selected land area where at least a portion of the alternative daily covering composition falls out of the mixture onto the selected land area; and whereby by entraining the water-alternative daily covering composition mixture in the system of air, the system of air carries the water-alternative daily covering composition mixture to the selected land area.

2. The method of claim 1 wherein the water comprises wastewater.

3. The method of claim 1 wherein a series of nozzles are communicatively connected to a ring pipe disposed adjacent the turbine housing, and the method includes directing the water into the ring pipe and directing the alternative daily covering composition into the ring pipe where the alternative daily covering composition and the water are mixed together in the ring pipe to form the water-alternative daily covering composition mixture.

4. The method of claim 1 including directing the water under pressure into a ring pipe disposed adjacent the turbine housing and mixing the alternative daily covering composition with the water in the ring pipe, and aerosolizing the water-alternative daily covering composition mixture in the turbine housing causing the aerosolized mixture to be entrained in the system of air generated by the turbine and passing through the turbine housing past the ring pipe.

5. The method of claim 1 wherein the aerosolization system comprises an integrated and mobile aerosolization system (IMAS) and the method includes moving the IMAS from one location to another and shooting the water-alternative daily covering composition-air mixture from the turbine housing which forms a part of the IMAS such that the alternative daily covering composition falls out of the mixture onto the selected land area.

6. The method of claim 1 including shooting the water-alternative daily covering composition-air mixture from the turbine housing over a landfill and causing the alternative daily covering composition to fall onto and cover portions of the landfill.

7. The method of claim 1 wherein the water comprises wastewater and the method includes pumping the wastewater under pressure and mixing the alternative daily covering composition with the wastewater to form a wastewater-alternative daily covering composition mixture and wherein the wastewater-alternative daily covering composition mixture is entrained into the system of air generated by the turbine to form a wastewater-alternative daily covering composition-air mixture.

8. The method of claim 7 wherein the wastewater is leachate and wherein the method entails pumping the leachate from a leachate source under pressure and mixing the leachate with the alternative daily covering composition to form a leachate-alternative daily covering composition mixture; and the method further includes entraining the leachate-alternative daily covering composition mixture in a system of air to form a leachate-alternative daily covering composition-air mixture which is aerosolized and directed over the selected land area where the alternative daily covering composition falls out onto the selected land area.

9. The method of claim 1 wherein the selected land area is a land area containing coal ash and the method includes delivering the alternative daily covering composition to the land area containing the coal ash.

10. The method of claim 1 including mixing an odor control composition or an anti-microbial composition to the water-alternative daily covering composition-air mixture and delivering the odor control composition or the anti-microbial composition to the selected land area.

11. The method of claim 1 further including: employing a first pump to pump the water from a water source through a first line towards the nozzles; employing a second pump to pump the alternative daily covering composition from an alternative daily covering composition source through a second line towards the nozzles; and mixing the water and the alternative daily covering composition together to form the water-alternative daily covering composition mixture before the water-alternative daily covering composition mixture is emitted from the nozzles.

12. A method of aerosolizing an alternative daily covering composition and applying the aerosolized alternative daily covering composition to a selected land area with an aerosolization system having a tubular turbine housing and a turbine associated with the turbine housing, the method comprising: pumping water under pressure to a ring pipe having a series of nozzles with the ring pipe being disposed adjacent an outlet end of the turbine housing; mixing the alternative daily covering composition with the water to form a water-alternative daily covering composition mixture; driving the turbine and generating a system of air within the turbine housing and moving the system of air through the turbine housing and out an outlet end of the turbine housing; emitting the water-alternative daily covering composition mixture from the nozzles and aerosolizing the water-alternative daily covering composition mixture by entraining the aerosolized water-alternative daily covering composition mixture in the system of air moving through the turbine housing to form a water-alternative daily covering composition-air mixture; and shooting the aerosolized water-alternative daily covering composition-air mixture from the outlet end of the turbine housing and towards the selected land area and directing the aerosolized water-alternative daily covering composition-air mixture over the selected land area such that the water-alternative daily covering composition-air mixture travels through the atmosphere towards the selected land area and causing the alternative daily covering composition to fall out of the mixture onto the selected land area.

13. The method of claim 12 wherein the water comprises wastewater.

14. The method of claim 12 wherein the ring pipe is disposed interiorly of the turbine housing adjacent an outlet end portion of the turbine housing and the method includes emitting the water-alternative daily covering composition mixture from nozzles disposed around the ring pipe where the water-alternative daily covering composition mixture mixes with the system of air passing through the turbine housing to form the water-alternative daily covering composition-air mixture.

15. The method of claim 12 wherein the aerosolization system comprises an integrated and mobile aerosolization system (IMAS) and the method includes moving the IMAS from one location to another and shooting the water-alternative daily covering composition-air mixture from the turbine housing which forms a part of the IMAS such that the alternative daily covering composition falls out of the mixture onto the selected land area.

16. A method of aerosolizing an alternative daily covering composition and applying the alternative daily covering composition to a selected area with an aerosolization system comprising a conduit, a series of nozzles and a turbine, the method comprising: pumping water from a water source; mixing the alternative daily covering composition with the water to form an alternative daily covering mixture; generating a system of air with the turbine and directing the system of air through the conduit and past the nozzles; pumping the alternative daily covering mixture to and through the nozzles and into the path of the system of air; aerosolizing the alternative daily covering mixture by entraining the alternative daily covering mixture in the system of air; and shooting the system of air with the entrained alternative daily covering mixture from an outlet end of the conduit and over the selected area and causing the alternative daily covering mixture to fall out of the system of air onto the selected area.

17. The method of claim 16 wherein the water comprises wastewater and wherein the wastewater is mixed with the alternative daily covering composition prior to the wastewater or the alternative daily covering composition being emitted from the nozzles.

18. The method of claim 16 wherein the water comprises leachate and wherein the leachate is mixed with the alternative daily covering composition prior to the leachate or alternative daily covering composition being emitted from the nozzles.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) FIG. 1 illustrates a system for applying the covering material to a selected area.

(2) FIG. 2 is a schematic illustration showing a system and process for applying the covering material to a selected area.

(3) FIG. 3 is a schematic illustration showing the system and process of the present invention applying a covering material to a landfill.

DESCRIPTION OF EXEMPLARY EMBODIMENTS

(4) With further reference to the drawings, FIG. 1 shows a system for generating a covering or penetrating reagent material and directing the covering or penetrating reagent material to a selected area where the covering or penetrating reagent material is applied. In FIG. 1, there is shown an IMAS that is indicated generally by the numeral 10. As is discussed herein, the IMAS 10 is used to direct water or wastewater from a water source and to mix the water with a covering or penetrating composition such as an ADC or soil stabilization or other approved reagent solution. The IMAS shown in the drawings is indicated generally by the numeral 12. IMAS 12 includes a turbine housing 14 that includes an inlet end and an outlet end and is configured to channel or direct a system of air through the same. A turbine 16 is mounted in the inlet end portion of the turbine housing 14 and can be rotatively mounted on a shaft and forms a part of the IMAS 12. As will be appreciated from subsequent portions of the disclosure, the turbine 16 is driven such that it generates a system of air that moves from the inlet of the turbine housing, through the turbine housing and out the outlet end. IMAS 12 also includes a ring pipe 18 disposed about the outlet end of the turbine housing 14. Circumferentially spaced around the ring pipe 18 is a series of nozzles 20. Nozzles 20 are communicatively connected to the ring pipe 18 such that water or compositions directed into the ring pipe are expelled or exhausted via the nozzles 20. It should be pointed out that in a preferred embodiment the nozzles 20 are adjustable and replaceable.

(5) To provide power to the application system 12 and particularly to drive the turbines 16, there is provided an integrated power source 20. Various types and forms of power sources can be utilized. In one embodiment, the power source is a diesel, natural gas or gasoline internal combustion engine that is operatively connected to a drive shaft that drives the turbine 16. In another embodiment, the power source can comprise an electric motor operatively connected to the drive shaft of the turbine 16 and wherein the electric motor is powered by an integrated and conventional generator.

(6) Also forming a part of the system 10 or the IMAS 12 is one or more integrated pumps. The function of the one or more pumps is to pump the water under pressure into the ring pipe 18 and out the respective nozzles 20. In addition, when employing IMAS 12, in some embodiments, a mobile tank or storage vessel is provided on board the IMAS for holding the water that is utilized in the process described herein. As will be described, the apparatus may include tanks for carrying various covering or penetrating compositions. In addition, the covering or penetrating compositions can be carried in a mobile tank or trailer that is pulled by the IMAS 12.

(7) The IMAS or system for applying the covering material can be designed to throw the covering or penetrating material a substantial distance. Further, the system can be mounted on a mobile platform such that it can be moved from point-to-point. In the case of an IMAS embodiment, the turbine housing is typically adjustably mounted on the platform such that it can rotate around the platform and also can be rotated up and down such that the turbine housing can effectively direct a stream of airborne covering or penetrating material a substantial distance from the outlet end of the turbine housing 14. Thus, with the numerous adjustment features associated with the turbine housing 14, the turbine housing can be aimed and directed in an infinite number of directions.

(8) The pressure applied to the water directed into the ring pipe 18 can vary. In one example, the pressure is maintained between 30 psi and 200 psi. Further, the nozzles 20 can be selected by a person of ordinary skill in the art to provide a degree of aerosolization, throw distance and covering specifications necessary or appropriate to optimize the efficiency of the overall process.

(9) The range for the apparatus or IMAS 12 can vary. It can vary based on active controls or it might vary based on environmental conditions. In one example, the speed of the turbine can be varied so as to adjust the velocity of the air and the energy imparted to the air. That will effectively control or adjust the throw of the covering material from the outlet end of the turbine housing 14. In addition, the flow rate and pressure of the water and the covering or penetrating composition being directed into the ring pipe 18 can be varied also. This will vary the degree of aerosolization, throw distance and speed of approved and specified coverage. It is postulated that this will vary the overall efficiency of the covering or penetrating process. As a general rule, the higher the pressure for a given nozzle, the greater the aerosolization, throw distance and speed of approved and specified coverage.

(10) The system shown in FIG. 1 is designed to direct water or any wastewater from a water source 26 via pump 24 into the ring pipe 18. Thus it is appreciated that the water or wastewater being directed into ring pipe 18 is under pressure. The system and process disclosed herein entails mixing a covering or penetrating reagent composition with the water or wastewater before the water or wastewater is emitted from the nozzles 20. Various approaches can be taken to achieve this. Note in FIG. 1 where there is a covering or penetrating reagent composition 21 that is fed into the ring pipe 18. Various approaches can be taken for directing the covering or penetrating reagent composition into the ring pipe. One example, a pump can be used to pump the covering or penetrating reagent composition from a source into the ring pipe 18. In the case of the embodiment shown in FIG. 1, the covering or penetrating reagent composition is directed into the ring pipe 18 where it mixes with the water or wastewater from the water or wastewater source 26. This forms a water/wastewater-covering or penetrating reagent composition mixture in the ring pipe 18. This mixture is expelled under pressure from the ring pipe 18 via the nozzles 20. The water/wastewater-covering or penetrating reagent composition mixture (sometimes referred to as a covering or stabilizing or penetrating material) is directed inwardly from the ring pipe 18 into the path of the system of air generated by the turbine 16. In one embodiment, the water/wastewater-covering or penetrating or stabilizing reagent composition mixture is aerosolized and this aerosolized mixture is entrained in the system of air and after which it is expelled from the turbine housing 14.

(11) The covering compositions used can vary. For example, there are known covering composition materials that are known by the trade names of ConCover, TopCoat and Posishell. There are other aqueous solutions that can be employed as covering materials or as a constituent of covering material. In some cases, a covering material is a blend of polymers and recycled fiber such as newspaper. In some cases, the covering composition can comprise a cement mortar coating reinforced with structural composite fibers. These are examples of covering compositions. Examples of covering compositions that can be applied according to the methods or processes described herein are: alternative daily cover additives, soil stabilizing or hardening additives, odor control additives, antimicrobial additives, and other covering, stabilizing or penetrating reagent material compositions that can be utilized to form a cover or stabilizer that can be applied over a waste area or another area that requires or which can benefit from such a covering material.

(12) Turning to FIG. 2, there is illustrated therein a process for applying a covering, penetrating or stabilizing material to a selected area 60. The selected area where the covering, stabilizing or penetrating reagent material is to be applied could be an area of coal ash, a contaminated area, an area including waste, an area including mining products or by-products of mining, a landfill or any other area where there is a need to apply a covering, stabilizing or penetrating reagent material. For example, a covering, stabilizing or penetrating reagent material can be applied to control blowing litter, reduce vector and animal intrusion, prevent surface water ponding and infiltration, control gas movement, prevent erosion of surface and side slopes, reduce wind erosion, chemically minimize dust generation and movement, minimize esthetic problems such as odor, prevent fire hazards, or provide a more solid surface for vehicular traffic. This is not an exhaustive list of applications but exemplifies and shows the types of areas that might benefit from a covering, stabilizing or penetrating reagent material. In any event, with reference to FIG. 2, water or wastewater is pumped from a water or wastewater source 26 via a pump 24 to the system or apparatus utilized to apply the covering, stabilizing or penetrating reagent material. The water or wastewater used can be of various types. It can be city water, well water, or wastewaters of all types. As shown in FIG. 2 and as explained earlier, a covering, stabilizing or penetrating reagent composition is directed into the ring pipe 18 which mixes with the water or wastewater to form the water or wastewater-covering, stabilizing or penetrating reagent composition mixture. This mixture is directed out the nozzles 20 into the interior area of the ring pipe 18. The turbine generates a system of air that is directed through and past the ring pipe 18, causing the water or wastewater-covering, stabilizing or penetrating reagent composition mixture to be entrained with the system of air. The system then shoots the material out of the outlet end of the turbine housing 14 and aims the material to the specified and approved area that is to receive the material. It is appreciated that the system or apparatus 10 employed for applying the covering material can be moved around and on the area to be covered such that a uniform layer or film 15 of material is appropriately applied.

(13) Turning to FIG. 3, the system or IMAS used to apply the cover, stabilizer or penetrator reagent material is shown equipped with any number of totes. In this example, there is an odor control tote 30 that is mounted on the IMAS 12, as well as an ADC tote 32, and also an antimicrobial tote 34 and finally a general aqueous solution tote 36 that can comprise various covering, stabilizing or penetrating reagent compositions.

(14) All of these totes are operative such that individually or various ones thereof can be utilized to supply a covering, stabilizing, or penetrating reagent composition to the ring pipe 18. In some embodiments, only one tote will be used, such as the ADC tote 32. In this case, an ADC composition is pumped from the tote into the ring pipe 18. In other applications, compositions from two or more of the totes can be mixed and the resulting mixture can be mixed with the water or wastewater in the ring pipe to form the covering, stabilizing or penetrating reagent material.

(15) In FIG. 3, there is shown a landfill site 50 that includes an upper surface 50A. Disposed below the upper surface 50A is a depth of soil, trash, liner, filtering system, etc. that is referred to by 50B in the drawings. This material can be continually mixed and turned during the course of the operation of the landfill. Although the particular structure of a landfill can vary from location to location, in one embodiment there is provided a layer of gravel or sand 50C beneath the upper soil and trash layer. Below the layer of gravel 50C is a layer of rock 50D and below the layer of rock is usually clay and a retaining liner or other catch membranes. The liner must stretch across the entire dimensions of the landfill and is basically utilized to retain and prevent leachate or other wastewaters from moving further downwardly into the underlying soil. A network of drain pipes 54 is typically employed just above the liner and is used to collect the leachate and to channel the leachate to a holding tank or pond, which in this case is also referred to by the numeral 26. Once in the holding area, the leachate or other wastewater can be used in various ways. In this example, leachate or other wastewater is pumped from the holding tank or lagoon 26 via pump 24 to the apparatus or IMAS 12. The leachate or other wastewater is then mixed with the covering, stabilizing or penetrating reagent composition in the same manner as discussed above. Together, the leachate or other wastewater and the composition are mixed together and then in turn entrained in the system of air generated by the turbine 16 which yields the material that is applied to the top surface of the landfill 50A. This particular process can be carried out on a daily basis or other periodic basis. The covering, stabilizing or penetrating reagent composition which is mixed with the water/leachate or other wastewater ultimately forms the covering, stabilizing or penetrating reagent material that is expelled from the IMAS or other apparatus for applying the material to an approved and specified area. Note that when a mobile system is used that the mobile system can move around on the landfill or other site so as to apply a uniform cover 15 to the upper surface 50A of the site.

(16) From the foregoing specification and discussion, it is seen that the process or method of the present invention is an efficient and effective way of disseminating covering, stabilizing or penetrating reagent material such as an ADC or soil stabilizing covering material. In addition, other advantages can be achieved, especially when the water that is utilized in the process is a wastewater because the system effectively disseminates and disposes of wastewater (through aerosolization for example) in the process of providing a covering, stabilizing or penetrating reagent material to the selected and approved area of interest. This process is effective and efficient because a substantial portion of the wastewater is aerosolized into the atmosphere while the covering, stabilizing or penetrating reagent material is applied to the approved area of interest.

(17) The present invention may, of course, be carried out in other ways than those specifically set forth herein without departing from essential characteristics of the invention. The present embodiments are to be considered in all respects as illustrative and not restrictive, and all changes coming within the meaning and equivalency range of the appended claims are intended to be embraced therein.