Patent Application
20200376406
This application relates generally to liquid concentrators, and more specifically to compact, portable, inexpensive wastewater concentrators that remove harmful substances from waste water streams.
Per- and polyfluoroalkyl substances (PFAS) are commonly used in a wide range of consumer products, such as non-stick cooking pans, due to the oil and water repellant properties of these substances, as well as good thermal resistance and friction reduction. Other consumer products, such as textiles, paper products, and furniture make use of protective sprays that use these substances. Because these consumer products are regularly replaced, the worn out products usually end up in a landfill where the PFAS is eventually released and congregates in the landfill leachate.
Recent studies have found that PFAS may be harmful to humans and animals in small quantities if ingested. As a result, many government agencies are beginning to draft regulations directed towards mitigating PFAS in landfills so that the PFAS does not eventually seep into local drinking water.
Currently there are no known solutions that remove PFAS in wastewater concentrators or evaporators.
According to a first embodiment, a harmful substance removal system includes a direct contact liquid concentrator having a gas inlet, a gas outlet, a mixing chamber disposed between the gas inlet and the gas outlet, and a liquid inlet for importing liquid into the mixing chamber. Gas and liquid mixing in the are mixed chamber and a portion of the liquid is vaporized. A demister is disposed downstream of the mixing chamber. The demister includes at least one stage of mist elimination having a first filter that removes particles greater than 9 microns. A fan is coupled to the demister to assist gas flow through the mixing chamber.
According to a second embodiment, a method of moving PFAS from a liquid includes providing a source of heat. Heat is moved through a direct contact liquid concentrator. The direct contact liquid concentrator includes a heat inlet, a heat outlet, a liquid inlet, and a mixing chamber connecting the heat inlet and the heat outlet. Liquid is injected into the mixing chamber through the liquid inlet. Heat and the liquid are mixed and energy in the heat at least partially evaporates the liquid. Entrained liquid droplets greater than 9 microns in size are removed.
The foregoing embodiments may further include any one or more of the following optional features, structures, and/or forms.
In one optional form, the filter is located downstream of the fan.
In another optional form, a second filter is disposed in the demister, the second filter removing particles greater than 15 microns, the second filter being located upstream of the first filter.
In other optional forms, a third filter is disposed in the demister, the third filter being a coarse filter, the third filter being located upstream of the second filter.
In other optional forms, the first filter removes particles greater than 5 microns and preferably greater than 1 micron.
In other optional forms, a vapor condenser is included.
In other optional forms, a selective reduction catalyst treatment system is included.
In other optional forms, the first filter comprises one of a mesh pad, a mesh pad and chevron, a chevron, a flat pad, or a cylindrical pad.
In other optional forms, the demister includes a wash system that sprays cleaning water on the first filter.
In other optional forms, the cleaning water comprises one of service water, treated water, or wastewater.
In other optional forms, the liquid comprises one of landfill leachate, power plant leachate, and military wastewater.
In other optional forms, a PFAS binding system is applied to the evaporation system or to the residual material after evaporation.
In other optional forms, the PFAS binding system includes an injection mechanism for injecting an adsorbent, such as granular activated carbon.
In other optional forms, the harmful substance is a polyfluoroalkyl substance (PFAS).
In other optional forms, the first filter is removable.
In other optional forms, a re-circulating circuit is disposed between reservoir and the mixing corridor to transport liquid within the reservoir to the mixing corridor.
In other optional forms, the re-circulating circuit is coupled to the liquid inlet of the concentrator section.
In other optional forms, a baffle is disposed in the mixing corridor adjacent to the further liquid inlet so that the concentrated liquid from the re-circulating circuit impinges on the baffle and disperses into the mixing corridor in small droplets.
In other optional forms, an adjustable flow restriction is included in the mixing corridor.
In other optional forms, the fan is an induction fan located downstream of the demister to provide a negative pressure gradient through the demister.
In other optional forms, a sprayer is disposed within the demister, the sprayer being positioned to spray liquid on the first filter to clean the first filter.
In other optional forms, a thermal destruction system is included.
In other optional forms, the thermal destruction system is a vapor thermal destruction system located downstream of the demister.
In other optional forms, a condenser is located upstream of the thermal destruction system.
In other optional forms, the thermal destruction system is a liquid thermal destruction system that is used on the concentrated liquid portion of the leachate.
In other optional forms, a second volume reduction step is included, for example, an evaporator, a sludge dryer, or a centrifuge followed by thermal destruction of the residual material from the second volume reduction step.
In other optional forms, the thermal destruction device is an incinerator fueled by natural gas, landfill gas, or propane.
In other optional forms, the system includes a vessel having an interior adapted to receive a contaminated liquid, and a tube disposed within the vessel and adapted to transport a gas into the interior of the vessel.
In other optional forms, a baffle is disposed above a fluid in the vessel.
In other optional forms, the baffle is attached to the tube.
In other optional forms, the baffle is attached to an interior wall of the vessel.
In other optional forms, the tube includes a gas exit disposed below a surface of the process fluid within the vessel.
In other optional forms, the gas is forced into the vessel with a blower.
In other optional forms, the first filter removes particles greater than 0.5 microns.
The PFAS removal systems and methods described herein may be used in direct contact liquid concentrators and/or evaporators, such as the liquid concentrator disclosed in U.S. Pat. No. 8,568,557, and the submerged gas evaporator disclosed in U.S. Pat. No. 8,382,075, each of which is hereby incorporated by reference herein.
A number of governmental agencies have started to regulate certain PFAS (PFOA, PFOS and others) in drinking water. To meet the new regulations, water treatment plants are required to limit the amount of PFAS that can be discharged to the water going to a treatment plant. One significant source of PFAS is landfill leachate. PFAS in trash make their way into the leachate. Most landfill leachate ends up at wastewater treatment plants.
Currently, some landfills evaporate some of the liquid portion of landfill leachate before sending the concentrated leachate to a water treatment plant to reduce costs. The wastewater concentrators identified in the U.S. Patents above are sometimes used to evaporate a portion of landfill leachate. If possible, keeping PFAS in the landfill may be an important advantage for a landfill and possibly a requirement, because water treatment plants may refuse to accept leachate having PFAS or other contaminates.
In a leachate evaporation process, such as the processes described above and below, there are two places PFAS can end up: one is in the vapor stream leaving the concentrator and the other in the concentrated residual liquid. Currently, the total amount of PFAS in leachate is a very, very small quantity, about 2 lb/yr for an average landfill. Measurement of PFAS is typically reported in the parts per trillion range.
PFAS in the vapor stream of a concentrator is not desirable since PFAS may be deposited in places that might contact water and find its way to drinking water. PFAS can enter the vapor stream in the following ways. First, PFAS in Vapor Phase (gas phase)—Vapor phase PFAS will be very small. Chemical properties of PFAS (vapor pressure, pH range of leachate) are such that very, very little should transfer to the vapor phase. However, there are thousands of different PFAS compounds and only a few have published detail chemical properties, so proving low vapor phase for all PFAS based on chemical properties is not possible. PFAS traveling with particles in vapor stream—solid PFAS particles may bind to entrained liquid particles and travel with the vapor stream. PFAS traveling in mist—PFAS is expected to be in ionic form in leachate residual. PFAS may be emitted with vapor as a mist. Current concentrator systems remove large articles (e.g., greater than 50 microns) from a vapor stream that may contain PFAS but generally do not remove small particles, typically less than 10 microns.
PFAS that does not make it to the vapor steam of a concentrator ends up in the residual concentrate, which is desirable because the residual may be returned to the landfill and not sent to the water treatment facility. However, eventually PFAS returned to the landfill in the residual liquid may begin to cycle up and eventually reach higher levels. If landfill leachate reaches a concentration of PFAS that is unacceptable, the PFAS may be removed through thermal destruction in which the PFAS in liquid form is taken offsite to an incinerator or an incinerator could be placed in the landfill. Incineration is an expensive option but should address any/all concerns. Alternatively, the PFAS may be stabilized. Stabilized PFAS containing sludges are mixed with an adsorbent, such as granular activated carbon, that ties up or binds some/all PFAS in the liquid.
Tuning now to
As the gas and liquid flow through the narrowed portion 26, the venturi principle creates an accelerated and turbulent flow that thoroughly mixes the gas and liquid in the flow corridor 24 at and after the location of the inlet 30. As a result of the turbulent mixing, a portion of the liquid rapidly vaporizes and becomes part of the gas stream. As the gas-liquid mixture moves through the narrowed portion 26, the direction and/or velocity of the gas/liquid mixture may be changed by an adjustable flow restriction, such as a venturi plate 32, which is generally used to create a large pressure difference in the flow corridor 24 upstream and downstream of the venturi plate 32. The venturi plate 32 may be adjustable to control the size and/or shape of the narrowed portion 26 and may be manufactured from a corrosion resistant material including a high alloy metal such as those manufactured under the trade names of Hastelloy®, Inconel®, AL6XN, and Monel®.
After leaving the narrowed portion 26, the gas-liquid mixture passes through a demister 34 (also referred to as a fluid scrubber) coupled to the gas exit 22. The demister 34 removes entrained liquid droplets from the gas stream. The demister 34 includes a gas-flow passage. The removed liquid collects in a liquid collector or sump 36 in the gas-flow passage, the sump 36 may also include a reservoir for holding the removed liquid. A pump 40 fluidly coupled to the sump 36 and/or reservoir moves the liquid through a re-circulating circuit 42 back to the liquid inlet 30 and/or flow corridor 24. In this manner, the liquid may be reduced through evaporation to a desired concentration. Fresh or new liquid to be concentrated is input to the re-circulating circuit 42 through a liquid inlet 44. This new liquid may instead be injected directly into the flow corridor 24 upstream of the venturi plate 32. The rate of fresh liquid input into the re-circulating circuit 42 may be equal to the rate of evaporation of the liquid as the gas-liquid mixture flows through the flow corridor 24 plus the rate of liquid extracted through a concentrated fluid extraction port 46 located in or near the reservoir in the sump 40. The ratio of re-circulated liquid to fresh liquid may generally be in the range of approximately 1:1 to approximately 100:1, and is usually in the range of approximately 5:1 to approximately 25:1. For example, if the re-circulating circuit 42 circulates fluid at approximately 10 gal/min, fresh or new liquid may be introduced at a rate of approximately 1 gal/min (i.e., a 10:1 ratio). A portion of the liquid may be drawn off through the extraction port 46 when the liquid in the re-circulating circuit 42 reaches a desired concentration.
After passing through the demister 34 the gas stream passes through an induction fan 50 that draws the gas through the flow corridor 24 and demister gas-flow corridor under negative pressure. Of course, the concentrator 10 could operate under positive pressure produced by a blower (not shown) prior to the liquid inlet 30. Finally, the gas is vented to the atmosphere or directed for further processing through the gas exit 22.
The concentrator 10 may include a pre-treatment system 52 for treating the liquid to be concentrated, which may be a wastewater feed. For example, an air stripper may be used as a pre-treatment system 52 to remove substances that may produce foul odors or be regulated as air pollutants. In this case, the air stripper may be any conventional type of air stripper or may be a further concentrator of the type described herein, which may be used in series as the air stripper. The pre-treatment system 52 may, if desired, heat the liquid to be concentrated using any desired heating technique. Additionally, the gas and/or wastewater feed circulating through the concentrator 10 may be pre-heated in a pre-heater 54. Pre-heating may be used to enhance the rate of evaporation and thus the rate of concentration of the liquid. The gas and/or wastewater feed may be pre-heated through combustion of renewable fuels such as wood chips, bio-gas, methane, or any other type of renewable fuel or any combination of renewable fuels, fossil fuels and waste heat. Furthermore, the gas and/or wastewater may be pre-heated through the use of waste heat generated in a landfill flare or stack. Also, waste heat from an engine, such as an internal combustion engine, may be used to pre-heat the gas and/or wastewater feed. Additionally, the gas streams ejected from the gas exit 22 of the concentrator 10 may be transferred into a flare or other post treatment device 56 which treats the gas before releasing the gas to the atmosphere. More specifically, the post treatment device 56 may be a thermal destruction device or a PFAS binding system. In other embodiments, the post treatment device 56 may be preceded by a condenser that condenses water vapor in the exhaust gas. In yet other embodiments, the post treatment device may include a thermal destruction device for the residual wastewater.
The liquid concentrator 10 described herein may be used to concentrate a wide variety of wastewater streams, such as waste water from industry, runoff water from natural disasters (floods, hurricanes), refinery caustic, leachate such as landfill leachate, etc. The liquid concentrator 10 is practical, energy efficient, reliable, and cost-effective. In order to increase the utility of this liquid concentrator, the liquid concentrator 10 is readily adaptable to being mounted on a trailer or a moveable skid to effectively deal with wastewater streams that arise as the result of accidents or natural disasters or to routinely treat wastewater that is generated at spatially separated or remote sites. The liquid concentrator 10 described herein has all of these desirable characteristics and provides significant advantages over conventional wastewater concentrators, especially when the goal is to manage a broad variety of wastewater streams.
Moreover, the concentrator 10 may be largely fabricated from highly corrosion resistant, yet low cost materials such as fiberglass and/or other engineered plastics. This is due, in part, to the fact that the disclosed concentrator is designed to operate under minimal differential pressure. For example, a differential pressure generally in the range of only 10 to 30 inches water column is required. Also, because the gas-liquid contact zones of the concentration processes generate high turbulence within narrowed (compact) passages at or directly after the venturi section of the flow path, the overall design is very compact as compared to conventional concentrators where the gas liquid contact occurs in large process vessels. As a result, the amount of high alloy metals required for the concentrator 10 is quite minimal. Also, because these high alloy parts are small and can be readily replaced in a short period of time with minimal labor, fabrication costs may be cut to an even higher degree by designing some or all of these parts to be wear items manufactured from lesser quality alloys that are to be replaced at periodic intervals. If desired, these lesser quality alloys (e.g., carbon steel) may be coated with corrosion and/or erosion resistant liners, such as engineered plastics including elastomeric polymers, to extend the useful life of such components. Likewise, the pump 40 may be provided with corrosion and/or erosion resistant liners to extend the life of the pump 40, thus further reducing maintenance and replacement costs.
As will be understood, the liquid concentrator 10 provides direct contact of the liquid to be concentrated and the hot gas, effecting highly turbulent heat exchange and mass transfer between hot gas and the liquid, e.g., wastewater, undergoing concentration. Moreover, the concentrator 10 employs highly compact gas-liquid contact zones, making it minimal in size as compared to known concentrators. The direct contact heat exchange feature promotes high energy efficiency and eliminates the need for solid surface heat exchangers as used in conventional, indirect heat transfer concentrators. Further, the compact gas-liquid contact zone eliminates the bulky process vessels used in both conventional indirect and direct heat exchange concentrators. These features allow the concentrator 10 to be manufactured using comparatively low cost fabrication techniques and with reduced weight as compared to conventional concentrators. Both of these factors favor portability and cost-effectiveness. Thus, the liquid concentrator 10 is more compact and lighter in weight than conventional concentrators, which make it ideal for use as a portable unit. Additionally, the liquid concentrator 10 is less prone to fouling and blockages due to the direct contact heat exchange operation and the lack of solid heat exchanger surfaces. The liquid concentrator 10 can also process liquids with significant amounts of suspended solids because of the direct contact heat exchange. As a result, high levels of concentration of the process fluids may be achieved without need for frequent cleaning of the concentrator 10.
More specifically, in liquid concentrators that employ indirect heat transfer, the heat exchangers are prone to fouling and are subject to accelerated effects of corrosion at the normal operating temperatures of the hot heat transfer medium that is circulated within them (steam or other hot fluid). Each of these factors places significant limits on the durability and/or costs of building conventional indirectly heated concentrators, and on how long they may be operated before it is necessary to shutdown and clean or repair the heat exchangers. By eliminating the bulky process vessels, the weight of the liquid concentrators and both the initial costs and the replacement costs for high alloy components are greatly reduced. Moreover, due to the temperature difference between the gas and liquid, the relatively small volume of liquid contained within the system, and the reduced relative humidity of the gas prior to mixing with the liquid, the concentrator 10 operates at close to the adiabatic saturation temperature for the particular gas/liquid mixture, which is typically in the range of about 150 degrees Fahrenheit to about 215 degrees Fahrenheit (i.e., this concentrator is a “low momentum” concentrator).
Moreover, the concentrator 10 is designed to operate under negative pressure, a feature that greatly enhances the ability to use a very broad range of fuel or waste heat sources as an energy source to affect evaporation. In fact, due to the draft nature of these systems, pressurized or non-pressurized burners may be used to heat and supply the gas used in the concentrator 10. Further, the simplicity and reliability of the concentrator 10 is enhanced by the minimal number of moving parts and wear parts that are required. In general, only two pumps and a single induced draft fan are required for the concentrator when it is configured to operate on waste heat such as stack gases from engines (e.g., generators or vehicle engines), industrial process stacks, gas compressor systems, and flares, such as landfill gas flares. These features provide significant advantages that reflect favorably on the versatility and the costs of buying, operating and maintaining the concentrator 10.
A typical concentrator 10 may be capable of treating as much as one-hundred thousand gallons or more per day of wastewater, while larger, stationary units, such as those installed at landfills, sewage treatment plants, or natural gas or oil fields, may be capable of treating multiples of one-hundred thousand gallons of wastewater per day.
Turning now to
As illustrated in
If desired, the flare 130 may include an adapter section 138 including the primary combustion gas outlet 143 and a secondary combustion gas outlet 141 upstream of the primary combustion gas outlet 143. When the flare cap 130 is in the closed position, combustion gas is diverted through the secondary combustion gas outlet 141. The adapter section 138 may include a connector section 139 that connects the flare 130 (or exhaust stack) to the heat transfer section 117 using a 90 degree elbow or turn. Other connector arrangements are possible. For example, the flare 130 and heat transfer section 117 may be connected at virtually any angle between 0 degrees and 180 degrees. In this case, the flare cap assembly 132 is mounted on the top of the adaptor section 138 proximate the primary combustion gas outlet 143.
As illustrated in
The air pre-treatment assembly 119 includes a vertical piping section 150 and an ambient air valve disposed at the top of the vertical piping section 150. The ambient air valve (also referred to as a bleed valve) forms a fluid passageway between the heat transfer pipe 140 (or air pre-treatment assembly 119) and the atmosphere. The ambient air valve operates to allow ambient air to flow through a mesh bird screen 152 (typically wire or metal) and into the interior of the air pre-treatment assembly 119 to mix with the hot gas coming from the flare 130. If desired, the air pre-treatment assembly 119 may include a permanently open section proximate to the bleed valve which always allows some amount of bleed air into the air pre-treatment assembly 119, which may be desirable to reduce the size of the required bleed valve and for safety reasons. While the control of the ambient air or bleed valve will be discussed in greater detail hereinafter, this valve generally allows the gas from the flare 130 to be cooled to a more useable temperature before entering into the concentrator assembly 120. The air pre-treatment assembly 119 may be supported in part by cross-members 154 connected to the support member 142. The cross-members 154 stabilize the air pre-treatment assembly 119, which is also typically made of heavy carbon or stainless steel or other metal, and which may be refractory-lined to improve energy efficiency and to withstand the high temperature of the gases within this section of the concentrator 110. If desired, the vertical piping section 150 may be extendable to adapt to or account for flares of differing heights so as to make the liquid concentrator 110 easily adaptable to many different flares or to flares of different heights. This concept is illustrated in more detail in
Generally speaking, the air pre-treatment assembly 119 operates to mix ambient air provided through the ambient air valve beneath the screen 152 and the hot gas flowing from the flare 130 through the heat transfer pipe 140 to create a desired temperature of gas at the inlet of the concentrator assembly 120.
The liquid concentrator assembly 120 includes a lead-in section 156 having a reduced cross-section at the top end thereof which mates the bottom of the piping section 150 to a quencher 159 of the concentrator assembly 120. The concentrator assembly 120 also includes a first fluid inlet 160, which injects new or untreated liquid to be concentrated, such as landfill leachate, into the interior of the quencher 159. While not shown in
As shown in
A re-circulating pipe 166 extends around opposite sides of the entrance of the venturi section 162 and operates to inject partially concentrated (i.e., re-circulated) liquid into the venturi section 162 to be further concentrated and/or to prevent the formation of dry particulate within the concentrator assembly 120 through multiple fluid entrances located on one or more sides of the flow corridor. While not explicitly shown in
The combined hot gas and liquid flows in a turbulent manner through the venturi section 162. As noted above, the venturi section 162, which has a moveable venturi plate 163 disposed across the width of the concentrator assembly 120, causes turbulent flow and complete mixture of the liquid and gas, causing rapid evaporation of the liquid within the gas. Because the mixing action caused by the venturi section 162 provides a high degree of evaporation, the gas cools substantially in the concentrator assembly 120, and exits the venturi section 162 into a flooded elbow 164 at high rates of speed. In fact, the temperature of the gas-liquid mixture at this point may be about 160 degrees Fahrenheit.
The bottom of the flooded elbow 164 has liquid disposed therein, and the gas-liquid mixture exiting the venturi section 162 at high rates of speed impinges on the liquid in the bottom of the flooded elbow 164 as the gas-liquid mixture is forced to turn 90 degrees to flow into the fluid scrubber 122. The interaction of the gas-liquid stream with the liquid within the flooded elbow 164 removes liquid droplets from the gas-liquid stream and prevents suspended particles within the gas-liquid stream from hitting the bottom of flooded elbow 164 at high rates of speeds, thereby preventing erosion of the metal wall of the flooded elbow 164.
After leaving the flooded elbow 164, the gas-liquid stream in which evaporated liquid and some liquid and other particles still exist, flows through the fluid scrubber 122 which is, in this case, a cross-flow fluid scrubber. The fluid scrubber 122 includes various screens or filters 169, 170 which aid in removal of entrained liquids from the gas-liquid stream and removes other particles that might be present with the gas-liquid stream.
As is typical in cross flow scrubbers, liquid captured by the filters 169 and 170 gravity drains into a reservoir or sump 172 located at the bottom of the fluid scrubber 122. The sump 172, which may hold, for example 200 gallons of liquid or more, thereby collects concentrated fluid containing dissolved and suspended solids removed from the gas-liquid stream and operates as a reservoir for a source of re-circulating concentrated liquid back to the concentrator assembly 120 to be further treated and/or to prevent the formation of dry particulate within the concentrator assembly 120. In one embodiment, the sump 172 may include a sloped V-shaped bottom (not shown in the drawings) having a V-shaped groove extending from the back of the fluid scrubber 122 (furthest away from the flooded elbow 164) to the front of the fluid scrubber 122 (closest to the flooded elbow 164), wherein the V-shaped groove is sloped such that the bottom of the V-shaped groove is lower at the end of the fluid scrubber 122 nearest the flooded elbow 164 than at an end farther away from the flooded elbow 164. In other words, the V-shaped bottom may be sloped with the lowest point of the V-shaped bottom proximate the exit port 173 and/or the pump 182. Additionally, a washing circuit (not shown in the drawings) may pump concentrated fluid from the sump 172 to a sprayer (not shown) within the cross flow scrubber 122, the sprayer being aimed to spray liquid at the V-shaped bottom. Alternatively, the sprayer may spray unconcentrated liquid or clean water at the V-shaped bottom and/or on the chevrons 170. The sprayer may periodically or constantly spray liquid onto the surface of the V-shaped bottom to wash solids and prevent solids buildup on the V-shaped bottom or at the exit port 173 and/or the pump 182. As a result of this V-shaped sloped bottom and pump, liquid collecting in the sump 172 is continuously agitated and renewed, thereby maintaining a relatively constant consistency and maintaining solids in suspension. If desired, the spraying circuit may be a separate circuit using a separate pump with, for example, an inlet inside of the sump 173, or may use a pump 182 associated with a concentrated liquid re-circulating circuit described below to spray concentrated fluid from the sump onto the V-shaped bottom of the sump 172. In some cases, the sprayer may incorporate the use of anti-foam agents or foam suppressors.
As illustrated in
Concentrated liquid also be removed from the bottom of the fluid scrubber 122 via the exit port 173 and may be further processed or disposed of in any suitable manner in a secondary re-circulating circuit. In particular, the concentrated liquid removed by the exit port 173 contains a certain amount of suspended solids, which preferably may be separated from the liquid portion of the concentrated liquid and removed from the system using a secondary re-circulating circuit. For example, concentrated liquid removed from the exit port 173 may be transported through a secondary concentrated wastewater circuit (not shown) to a solid/liquid separating device, such as a settling tank, a vibrating screen, a rotary vacuum filter, a filter press, or a centrifuge. After the suspended solids and liquid portion of the concentrated wastewater are separated by the solid/liquid separating device, the liquid portion of the concentrated wastewater may be returned to the sump 172 for further processing in the first or primary re-circulating circuit connected to the concentrator.
The gas, which flows through and out of the fluid scrubber 122 with the liquid and suspended solids removed therefrom, exits out of piping or ductwork at the back of the fluid scrubber 122 (downstream of the chevrons 170) and flows through an induced draft fan 190 of the exhaust assembly 124, from where it is exhausted to the atmosphere in the form of the cooled hot inlet gas mixed with the evaporated water vapor. Of course, an induced draft fan motor 192 is connected to and operates the fan 190 to create negative pressure within the fluid scrubber 122 so as to ultimately draw gas from the flare 130 through the transfer pipe 140, the air pre-treatment assembly 119 and the concentrator assembly 120. As described above with respect to
Turning now to
Turning now to
The heated gas exits the gas inlet tube 322 through the sparge ports 324 into the confined volume 370 formed between the gas inlet tube 322 and the tubular shaped weir 340. In this case, the weir 340 has a circular cross-sectional shape and encircles the lower end of the gas inlet tube 322. Additionally, the weir 340 is located at an elevation which creates a lower circulation gap 336 between a first end 341 of the weir 340 and a bottom dished surface 331 of the vessel 330. The second end 342 of the weir 340 is located at an elevation below a normal or at rest operating level of the process fluid 390 within the vessel 330. Further, a baffle or shield 338 is disposed within the vessel 330 above the second end 342 of the weir 340. The baffle 338 is circular in shape and extends radially outwardly from the gas inlet tube 322. Additionally, the baffle 338 is illustrated as having an outer diameter somewhat greater than the outer diameter of the weir 340. However, the baffle 338 may have the same, a greater or smaller diameter than the diameter of the weir 340 if desired. Several support brackets 333 are mounted to the bottom surface 331 of the vessel 330 and are attached to the weir 340 near the first end 341 of the weir 340. Additionally, a gas inlet tube stabilizer ring 335 is attached to the support brackets 333 and substantially surrounds the bottom end 326 of the gas inlet tube 322 to stabilize the gas inlet tube 322 during operation.
During operation headed gas is ejected through the sparge ports 324 into the confined volume 370 between the gas inlet tube 322 and the weir 342 creating a mixture of gas and process fluid 390 within the confined volume 370 that is significantly reduced in bulk density compared to the average bulk density of the fluid located in a volume 371 outside of the wall of the weir 340. This reduction in bulk density of the gas/liquid mixture within confined volume 370 creates an imbalance in head pressure at all elevations between the process fluid 390 surface and the first end 341 of the weir 340 The reduced head pressure induces a flow pattern of liquid from the higher head pressure regions of volume 371 through the circulation gap 336 and into the confined volume 370. Once established, this induced flow pattern provides vigorous mixing action both within the confined volume 370 and throughout the volume 371 as liquid from the surface and all locations within the volume 371 is drawn downward through the circulation gap 336 and upward through the confined volume 370 where the gas/liquid mixture flows outward over the second end 342 of the weir 340 and over the surface confined within the vessel 330.
At the point where gas/liquid mixture flowing upward within confined volume 370 reaches the elevation of the surface and having passed beyond the second edge 342 of the weir 340, the difference in head pressure between the gas/liquid mixture within the confined volume 370 and the gas/liquid mixture within volume 371 is eliminated. Absent the driving force of differential head pressure and the confining effect of the wall of the weir 340, gravity and the resultant buoyancy of the gas phase within the liquid phase become the primary outside forces affecting the continuing flow patterns of the gas/liquid mixture exiting the confined space 370. The combination of the force of gravity and the barrier created by the baffle 338 in the vertical direction eliminates the vertical velocity and momentum components of the flowing gas/liquid mixture at or below the elevation of the bottom of the baffle 338 and causes the velocity and momentum vectors of the flowing gas/liquid mixture to be directed outward through a gap 339 created by the second end 342 of the weir 340 and the bottom surface of the baffle 338 and downwards near the surface within the vessel 230. Discrete and discontinuous regions of gas coalesce and ascend vertically within the continuous liquid phase. As the ascending gas regions within the gas/liquid mixture reach the surface, buoyancy causes the discontinuous gas phase to break through the surface and to coalesce into a continuous gas phase that is directed upward within the confines of the vessel 330 and into a gas exit port 360 under the influence of the differential pressure created by the blower or blowers (not shown in
While certain representative embodiments and details have been shown for purposes of illustrating the invention, it will be apparent to those skilled in the art that various changes in the methods and apparatus disclosed herein may be made without departing from the scope of the invention.
| Number | Date | Country | |
|---|---|---|---|
| 62855563 | May 2019 | US |
