Abstract: A method for treating waste water and a plant designed for preventing the precipitation of carriers under the air blower installed for reaction tank or aeration tank, wherein the plant comprises an aeration tank 1 containing the carriers 2 for growing microorganism for biological treatment of waste water or the subunit 1a joined with the aeration tank through a partition wall 4 including the screen capable of separating the carriers 2, air blower 3 provided for the aeration tank or the subunit of the aeration tank, air bubble generator 5 or submerged stirrer provided under the air blower 3 for creating the flow of water so that the carriers 2 under the blower 3 can be liquidized by the flow of water created by the air bubble generator or the submerged stirrer to prevent the precipitation of the carriers 2 under the air blower 3, whereby not only the precipitation of the carriers under the air blower 3 can be prevented but also the water treatment efficiency and capacity meeting the designed numerical requirem

Abstract: A method and apparatus for retrofitting existing waste water treatment facilities having at least one existing basin including installing generally vertical partitions at spaced locations in the at least one existing basin in order to divide the at least one existing basin into a plurality of treatment stage regions, installing at least one air lift in each of the plurality of treatment stage regions, loading each treatment stage regions with a quantity of floatable porous particles, supplying waste water to at least one of the plurality of treatment stage regions and allowing the waste water, but generally not the particles, to flow from at least one of the plurality of treatment stage regions to at least another of the plurality of treatment stage regions and operating the at least one air lift in each of the plurality of treatment stage regions to provide aerobic waste water flow therein in operative engagement with the floatable porous particles.

Abstract: A method and apparatus are disclosed in which alkanes such as butane are used to degrade pollutants such as tetrachloroethylene (PCE) and carbon tetrachloride (CT) at contaminated sites. In a preferred embodiment, pollutant concentrations are reduced by injecting a butane substrate into a contaminated area to stimulate the growth of anaerobic butane-utilizing bacteria which degrade the pollutants. In addition to the anaerobic treatment, the area may optionally be treated aerobically by switching from anaerobic to aerobic conditions.

Abstract: A process is described for the biological treatment of waste water containing ammonia, wherein the waste water is treated with sludge containing nitrifying bacteria in an aerated reactor, applying a sludge retention time in the reactor which favours nitrite-producing bacteria over nitrate-producing bacteria. The process is characterised by applying a hydraulic retention time in a continuously operated reactor, which is shorter than the sludge retention time as a result of part of the sludge being separated from the reactor effluent and being returned to the reactor. The performance of the nitrification is further improved by applying low oxygen and nitrite concentrations.

Abstract: A floating fine-bubble aeration system for dissolving a gas in a liquid in which the system is floated. A grid of uniformly spaced fine-bubble diffusers is used to establish large area of bubble-laden liquid, having a substantially uniform density. The uniform density prevents the formation of any upwardly directed currents within the interior portion of the area. Bubble residence time is maximized, due to the absence of the currents, thus increasing the efficiency of dissolving the gas in the liquid.

Abstract: This application relates to improvements to long vertical shaft bioreactors for the aerobic biological treatment of wastewater and aerobic digestion of biodegradable sludges. The invention comprises a flow control device and method which improves hydraulic flow, inter-zonal mixing and gas transfer in such bioreactors. The flow control device includes a ported upper plate which is mounted in an upflow chamber of the bioreactor and a lower plate located below the upper plate at the juncture between mix and plug flow zones of the bioreactor which are in fluid communication. At least some of the ports in the upper plate are fitted with adjustable valves for regulating the flow of liquor therethrough and hence the size of a hydraulic head loss imposed by the flow control device. Preferably the upper plate is mounted at a location in the upflow chamber upstream from the inlet where influent is discharged into the bioreactor.

Abstract: An apparatus for the detachable securement of aeration devices to air supply lines of units for aerating water with fine bubbles is provided. The fastening elements that are intended to surround the air supply line comprise two flexible securing elements, one end of which is anchored to the aeration device, or to the holder thereof, while the free ends are adapted to be hooked together. At least one insert is inserted, under tension, between hooked together securing elements on the one hand, and the air supply line on the other hand.

Abstract: An improved method and apparatus for aeration of septic tanks and the like. Because of the interrelationship of the rotating impeller, an air plate and the horsepower of the unit in comparison with the volumetric size of the sludge tank, the unit disperses extremely small reduced pressure microbubbles adjacent the area of the impeller. These reduced pressure microbubbles are thereafter dispersed throughout the wastewater by Brownian movement without agitating the sludge. As a result, there is substantially increased lateral oxygen transfer to replace the oxygen used by the aerobic bacteria. The sludge is therefore efficiently digested without the need for huge, expensive and energy inefficient equipment.

Abstract: The present invention relates to a method for purifying contaminated water coming from a carwash and an installation for performing this method. The method comprises the steps of pretreating the contaminated water such that the size of the organic material it contains is smaller than a predetermined cut off value; subsequently carrying the contaminated water in upward direction through a packed bed of particulate material, in which micro-organisms produce exo-enzymes to degrade the organic material in the contaminated water, which bed is aerated from below, and draining the purified water from the packed bed at a level located a determined distance from the top of the bed; wherein an additive is added to the contaminated water to stimulate production of exo-enzymes by the micro-organisms in the packed bed.

Abstract: One or more aerators move below an area of an assembly of immersed filtering membranes to be aerated. The movement can take various forms including the sweep of a pendulum. Positions in the assembly of membranes may be alternately aerated for a period of time and then not aerated for a period of time.

Abstract: Disclosed is a method for treating groundwater, or other water streams contaminated with oxygenate(s), particularly MTBE and TBA, characterized by improved biodegradation of MTBE, the biodegradation of TBA, and reduced frequency of the need to change the carbon bed, which comprises inoculating a biodegrader capable of degrading said oxygenate on an activated carbon bed through a rigid tubular instrument having a plurality of holes around the circumference of the end used for inoculation of the carbon bed by a method that optimizes dispersion and colonization; and flowing said groundwater, or other water stream contaminated with said oxygenate through a structure having a top, bottom and sides and a predetermined volume containing said bed of activated carbon having said biodegrader inoculated thereon. The invention is also an apparatus for biodegradation of oxygenate(s).

Abstract: A method and apparatus for treatment of contaminated water is described. The apparatus includes a container divided into at least two chambers by a wall that partially separates the two chambers, the containing having an inlet at a first one of the chambers and an outlet at a second one of the chambers. The apparatus has a first microporous diffuser disposed in a first one of the chambers of the container and arranged to receive a decontaminating gaseous agent and a second microporous diffuser disposed in a second one of the chambers and arranged to receive air. Additionally, special microporous diffusers are described.

Abstract: A method of treating sewage or waste water for removing nitrogen and phosphorus as well as organic materials in the sewage or waste water, and an apparatus therefor are provided. The method applies intermittent aeration and dynamic flow to an equipment having at least a pair of reaction basins with intermittent aeration means, a clarifier with sludge transfer means, and a filter for passing liquid without passing solid between the reaction basins. According to the method, the efficiency of removing nutrient salts is excellent and stable even in the treatment of waste water having low content of influent organisms and low C/N ratio.

Abstract: A method is disclosed to dissolve cupric oxide (CuO) deposits on a strainer in a stator water cooling system (SWCS) of an industrial electrical power generator. The method injects carbon dioxide (CO2) into the coolant to increase the CuO solubility of the coolant. By increasing the solubility, the CuO level in the coolant is less than saturated. The unsaturated coolant dissolves the CuO deposits on the strainer.

Abstract: A vertical membrane storage system including a flexible membrane housing having an upper enclosed portion capable of storing a fluid and a lower open portion for receiving the fluid is disclosed. The storage system also includes a flotation tube disposed above and connected to the upper enclosed portion, and an anchor having receiving means for receiving a fluid disposed concentrically therein, whereby the anchor is connected to and encloses the lower open portion of the flexible membrane. The vertical membrane storage system can be used for storing a variety of fluids including, but not limited to, overflow sewage, oil-contaminated water, and the like.

Abstract: Devices and methods of use of a non-traditionally powered environmental remediation device and, more particularly, to devices utilizing programmable logic controllers for remote operation, monitoring and data collection.

Abstract: A calcium carbonate mineral is placed in a lower portion of a second water tank, while sludge precipitated in a sixth water tank is returned to an upper portion. A blower and an air diffusion pipe weakly aerate the lower portion. Thus, an unreacted chemical sludge zone is formed in the upper portion of the second water tank. As a result, the second water tank can execute a primary treatment of fluorine in a waste water by the calcium carbonate mineral, a secondary treatment of fluorine and a primary treatment of phosphor by unreacted chemicals, treatment of surface active agent by microorganisms in a return sludge and reduction treatment of hydrogen peroxide by anaerobic microorganisms in the return sludge. The unreacted chemicals are thus reused, so that the amount of generation of waste can be reduced and concurrently the treatment can be executed with energy conservation.

Abstract: A biological oxidation filter system can be used as a pretreatment process in water treatment, or for processing sewage or wastewater by reproducing the purification mechanisms in nature environments. It has a physical screening function and an oxidation function through the aeration and biological decomposition. The biological oxidation filter system includes: a raw water inflow unit; a biological contact filter unit; a filtrate outflow unit; an oxidation air supply unit supplying air and/or oxygen in order to provide a proper growth environment for microbial flora and perform the oxidation in the biological contact filter unit; and an air backwashing unit and a water back washing unit for backwashing the filter media when the biological contact filter unit is blocked.

Abstract: Oxygen is mixed with waste water at an early stage in a water treatment facility, to reduce odor caused by anaerobic reactions of sulfur. Waste water is withdrawn from a collection basin, by a pump connected to a suction pipe, and is mixed with oxygen from an external source. The mixture, having been saturated with oxygen, is then returned to the collection basin through a discharge pipe. The end of the discharge pipe is positioned at a higher vertical level than the end of the suction pipe, to prevent gas from entering the pump which would cause cavitation. Also, the end of the discharge pipe has a blind flange, such that the oxygen-enriched water exiting the discharge pipe flows in a direction which is non-parallel to the axis of the pipe. This arrangement provides better mixing of the oxygen with the water in the basin, and prevents the oxygen-enriched water from flowing too soon to the suction pipe.

Abstract: The Three Stage Sewage Treatment Plant is an uniquely designed three stage sewage waste water cleaning device for use in homes and other buildings which are not attached to municipal sewer systems. It employs both aerobic and anaerobic microorganisms to break down sewage, in addition to gravity separation of solids from the effluent. The cleaning process is centered around a cylindrical aerobic tank which is divided into an inner and an outer chamber by a funnel shaped clarifier. In the outer chamber of the aerobic tank, air droplines aerate the sewage, promoting the aerobic microorganisms that break down the sewage, and create turbulence. In the inner chamber, the sewage is gravity separated, such that solid particles are extracted from a cleaned effluent. The device is comprised of a pre-treatment tank, which screens out solid particles and allows for the preliminary anaerobic cleaning process, and a post-treatment tank, where the effluent is chlorinated and stored, in addition to the aerobic tank.

Abstract: A diffuser for aerating a fluid, and particularly for aeration in waste water treatment tanks, is formed in an elongate configuration by manufacturing a base plate from an extrusion cut to the desired length. A perforated elastomeric membrane is secured to the base plate by pressing sealing strips along the elongate edges of the membrane into corresponding grooves formed in the base plate extrusion. The ends of the membrane are sealed to the base plate by end strips or clamps. Air is introduced through apertures in the base plate causing the membrane to inflate away from the base plate forming an interior compartment for the passage of air along the diffuser. Apparatus for securing the diffuser to a horizontal header pipe is also described.

Abstract: An aeration device for water, in particular waste water, consists of at least one aerator (1) assembled in a water basin (3), for introducing air bubbles into the water, said air bubbles rising in the water and forming an aeration field, and it consists of at least one guide wall (2, 2′), said guide wall (2, 2′) guiding the up-flow of the air bubbles.

Abstract: Wastewater treatment systems which utilize an interacting surge anoxic mix zone for facilitating nitrogen removal and an aerobic sequential batch reaction, clarification and decantation zone for facilitating aeration for BOD removal and nitrate production for the surge anoxic mix zone. Sludge reduction may also be accomplished by anaerobic recycle.

Abstract: A method of biological sewage purification based on that during the purification process the separated water is in determined intervals pumped off from the separation process and the sedimentation is interrupted by its intensive stirring whereupon the sedimentation continues. For this purpose the equipment is equipped with the source of intensive stirring (17) arranged in the feeding tank (6) and the pump (25) for lowering the operating level (19) in the tank (1) before interrupting the sedimentation.

Abstract: A waste and wastewater treatment and recycling system separates blackwater and greywater at their respective sources and includes a waste separation system for decomposing the blackwater into water vapor and carbon dioxide gas, a wastewater treatment system for circulating, aerating, and separating the greywater into precipitated solid matter and treated water, and a filtration, disinfection, and water recycling system for filtering and disinfecting the treated water to form recyclable water. The precipitated solid matter is transferred to the waste separation system and the recyclable water is passed through a membrane filtration system to form potable water. A monitoring system monitors and controls operation of the waste separation system, the wastewater treatment system, and the filtration, disinfection, and water recycling system.

Abstract: A method and apparatus for separating water from oil includes creating a vacuum in a container so that oil which contains water and gas bubbles is drawn upward through a first section of the container. At the top of the first section, the oil impacts a baffle plate, thereby releasing water vapor. The oil then flows downward through an obstruction component in a second section of the container, thereby releasing additional water vapor.

Abstract: A wastewater absorption field reclamation and maintenance system, wherein effluent (wastewater) is oxygenated such that BOD is not reduced in the effluent, the oxygenated effluent being delivered to the absorption field. As the oxygenated effluent flows to the absorption field, the enhanced oxygen enables aerobic decomposition of organic matter which has reduced the infiltrative capacity of the absorption field.

Abstract: A diffused aeration method carried out in an aeration tank which contains a plurality of coarse bubble jet diffusers and a plurality of fine bubble jet diffusers strategically located to provide aeration in an inductive downward flow stream induced by the coarse bubble jet diffusers. The method increases oxygen transfer efficiency and mixing with little or no increase in operating power costs.

Abstract: A method and system for treating wastewater in an onboard ship sewage treatment system having controlled suspended solids, the method comprising the steps of collecting wastewater in a collection tank and transferring the wastewater to a bioreactor to oxidize organic material contained in the wastewater by adding oxygen-containing gas thereto. The bioreactor is operated to provide a mixed liquor having a solids concentration of at least 5 g/l and the solids concentration is continuously increased in the mixed liquor in the bioreactor to not greater than 30 g/l. When the solids concentration in the mixed liquor reaches at least 15 g/l, a portion of the mixed liquor is removed from the bioreactor. Thereafter, wastewater is added to the bioreactor to decrease the solids concentration of remaining or residual mixed liquor to not less than 5 g/l. The bioreactor is further operated to increase the solids content again.

Abstract: A wastewater treatment plant comprises a first containment vessel, a second containment vessel forming an aerobic treatment chamber, the second containment vessel having an inlet and an outlet, there being a compartment formed in the first containment vessel that effectively divides the first containment vessel into a pretreatment chamber and a holding chamber. An outlet from the pretreatment chamber is in open communication with an inlet to the second containment vessel, while an outlet for the aerobic treatment chamber is in open communication with the inlet to the holding chamber.

Abstract: A device and method for the filtration and purification of suspended solids from high turbidity wastewater or other fluids using a slow circulating fluid stream flow inside a vessel of fluid containing a mixture of coagulant and suspended solids. By determining and using a calculated velocity of the flow of the fluid in the vessel, suspended solids are caused to separate from the fluid in which they are suspended by natural actions of gravity and pressure differentials in the vessel ceasing the rise of the suspended solids. The suspended solids are filtered from the water or other fluid by a filter layer of the suspended solids themselves which form a filter element for the fluid at a determined level in the vessel wherein suspended solids are separated and drain back though a return orifice leaving cleansed fluid to rise through a secondary filtration system of buoyant balls floating at a higher lever.

Abstract: A improved activated sludge system and method for treating wastewater containing contaminants is disclosed which offers a broad array of advantages over conventional activated sludge wastewater treatment systems, including smaller size, higher rates of operation, higher oxygen transfer efficiency, lower operating costs, and a substantially decreased level of excess sludge production. The improved activated sludge waste treatment system of the present invention has two processing tanks rather than the several tanks that are commonly found in activated sludge systems for treatment and sludge management equalizations, including anaerobic processes. The first processing tank is a contact tank which hosts a reaction which functions not merely to digest the maximum amount of contaminants, but instead to bind contaminants to the microorganisms through absorption, adsorption, precipitation, or digestion so that they can then be removed from the liquid in a solid/liquid separator.

Abstract: Apparatus for the cleaning of contaminated groundwater in an substantially vertical well. The apparatus comprises an airlift aerator comprising a plurality of vertically mounted gas lines, arranged together with separating and supporting means; a compressed gas source connected to the gas lines; and at least one pipe having an inlet for groundwater and gas and outlet for discharging lifted, aerated cleaned water, volatile pollutants and used gas. A base airlift section comprises at least one inlet at its lower circumference for receiving contaminated groundwater. At least one exchangeable airlift section is disposed, in use, between the aerator and base airlift sections for establishing an artificial groundwater level, the aerator section and exchangeable section being separated from each other by a generally watertight, aerating plug assembly and the exchangeable section and base section being separated from each other by a watertight seal.

Abstract: A wastewater aerating system that conditions air inlet to a blower of the system to adjust the condition of air discharged into the wastewater so as to increase the flocculation rate of suspended solids from the wastewater. The wastewater aeration system includes a conduit having an outlet submerged within a bath of wastewater to be treated, an air duct inlet in flow communication with a source of ambient air, a blower operable to cause air to pass through the air duct and through the conduit to be output through the conduit outlet into the bath of wastewater, and at least one heat exchanger installed in the air duct and adapted to condition, such as condense its vapor and sensibly cool, the air passing through the air duct. A method of treating a bath of wastewater is also disclosed.

Abstract: A residential method for treating water with an oxidizing gas operates under elevated pressure. The elevated pressure is obtained by means of a pressurized oxidizing gas source (eg. an air pump) or a Prandtl layer turbine. The elevated pressure of the treated water is optionally used to dispense the treated water. The Prandtl layer turbine may be used to obtain particularly fine bubbles of a gas (eg. bubbles from about 1&mgr; to about 20&mgr; in diameter) in a liquid.

Abstract: A floating biological contactor confining aerobic bacterial growth media in a container submerged in a wastewater lagoon provides fluid flow for bacteria growth by bubbling fine air bubbles upward through the media from diffusers arranged near the container bottom, which has openings allowing lagoon liquid to rise upward through the media with the air bubbles in a gentle circulational flow. Coarse bubble dispensers, also arranged under the media, deliver coarse bubbles during cleaning cycles for agitating the media to dislodge solid particles that settle downward though the bottom openings in the container.

Abstract: The invention concerns a method and a device for treating liquids, such as wastewater. According to the invention the liquid is transported by help of a pump (10) from the lower area of a tank (1) through a vertically directed pipe (3) up to a 180 degree bend (5) located above the water surface and where air is sucked in through openings in the bend. The air-liquid mixture is then guided through a second pipe (6) having its outlet (7) close to the tank bottom (2). In this area the flow is once more linked 180 degrees and is directed through a third pipe (8) ending close to the water surface. Thanks to the linking through the pipe (8), a decrease of the static head is obtained against which the pump (10) operates.

Abstract: A device for regenerating the cooling emulsion (3) stagnating in the tanks (2) of the machine tools, characterized in that the proliferation of anaerobic bacteria responsible for the evil-smelling deterioration of said emulsion (3) is suppressed by the use of a plurality of oxygenation pipes (1) submersed in the cooling liquid and capable of producing air microbubbles that ensure a sufficient and uniform oxygenation of the emulsion and avoid the formation of the typical, continuous lubricating oil layer above the coolant (3). Said oxygenating microbubbles causes also a continuous displacement of the cooling emulsion (3) that reduce the risk of dissociation of the emulsion itself. Pipes (1) submersed in coolant (3) in tank (2) have holes (5) allowing internal pressurized air to escape regularly and to oxygenate cooling liquid (3).

Abstract: The invention concerns a gas diffuser constructed and arranged to disperse gas into a aeration vessel of a water treatment assembly from a blower. The gas diffuser includes main pipes, branch pipes extending between the main pipes and containing gas discharge ports, wherein the branch pipes have a smaller cross-sectional area than the cross-sectional area of the main pipes. The gas discharge ports are further sized, constructed and arranged to reduce the possibility or likelihood of sludge from blocking the ports or entering the branch pipes. This object is achieved either by placement of the ports on the bottom sides of the branch pipes or, alternatively, by construction of the ports to include conduit members, themselves having an arrangement of openings or coverings to prevent or reduce the likelihood of sludge from blocking the ports or entering the branch pipes.

Abstract: A reactor vessel for in situ cleanup of contaminated sediments in an underwater environment. A slurry is generated within the reactor vessel after the reactor vessel penetrates an area of the seabed which includes severely contaminated sediments. The contaminated sediments contained within the reactor are entrained into the slurry created by a circulation pump in combination with discharge flow jets mounted in a radial network inside the reactor vessel. Anchoring vanes attached to the exterior of the reactor vessel resist torque moment induced by the slurry vortex. A remediation fluid is injected into the slurry and controlled by circulation to and from a holding/process tank of the portable surface treatment unit. Following treatment, the reactor vessel is removed from the sediment by reversing the emplacement procedure and is relocated and reset on an adjacent area.

Abstract: The apparatus of the present invention generally comprises a wastewater contact tank that is broken into three distinct zones: a selector zone positioned between a stabilization zone and a contact zone. The entire influent is introduced into the selector zone which is maintained in an anoxic condition. Baffles positioned within the selector zone permit control of microorganisms levels present in the zone. The wastewater introduced into the selector zone and treated via the microorganisms present therein, flows over a weir into the contact zone. In the contact zone, the solids suspended in the liquor (the mixture of the wastewater and activated sludge) settle to the bottom and pass through a line which returns it to the selector zone. The return line, however, includes a valve which controls the rate of passage. The treated wastewater (which includes waste activated sludge and treated water) passes from the contact zone into the clarifiers for final processing.

Abstract: Method and system for the purification of waste water. In the method, all purification functions, including removal of nitrogen and phosphor, are performed in one and the same reactor (1), in which several alternating oxidation and reduction zones (2-6) are created in unclarified waste water flowing through it by supplying each zone with gas mixtures with different oxygen contents as needed for the purification function to be performed in the zone from a gas distributor (8), in such manner that oxygen-rich gas containing 30-50% oxygen is supplied for oxidation while gas with a low oxygen content of 0-5% is supplied for reduction.

Abstract: A sparging system and process for in-situ removal of contaminants from soil and an associated subsurface groundwater aquifer of a site is disclosed. The sparge system is capable of extracting contaminant in the form of gas from groundwater in a gas/gas/water reaction. The system includes at least one microporous diffuser having a porosity matched to a soil porosity. The microdiffuser is in an injection well. Ozone or other oxidizing gas in the form of bubbles is injected into the site to extract volatile dissolved contaminants for in-situ decomposition. A pump and a pneumatic packer are disposed to alternate pumping and bubble injection into the well to maximize dispersal of bubbles within and outward from the well casing, and to provide uniform dispersion of the bubbles as they travel through the site formation.

Abstract: A membrane filter apparatus includes a treatment tank; a membrane unit disposed within the treatment tank and composed of an array of membrane elements; a tubular (rectangular-tube-like) skirt element disposed at a bottom portion of the membrane unit, an aerator disposed under the skirt element for the purpose of discharging gas; a partition disposed at a bottom portion of the membrane unit and defining, together with the skirt element, a compartment within the skirt element; and a gas supply unit for supplying gas to the compartment. The gas discharged from the aerator becomes bubbles. The bubbles are supplied into and rise within the compartment, thereby increasing their rising force upon entry into gaps between membranes. Since the gas is supplied into the compartment by the gas supply unit, the flow rate of bubbles along the opposite side edge portions of the membrane unit can be increased.

Abstract: An aerobic treatment apparatus and method of treating effluent transported from a septic tank. The effluent flows into a large enclosed holding tank and a small enclosed production tank located in the holding tank. The effluent within the production tank is intermittently pumped through an air modified venturi flow system and through directional jets from which it mixes with and increases oxygen content in the effluent in the holding tank. A timer in communication with the pump controls the period of pumping. The treated and mixed effluent is transported to a disposal field.

Abstract: A wastewater treatment tank with influent gates (24) and pre-react zone with an outwardly flared lower portion. Influent passes over influent gates (24), which introduce turbulence, causing aeration, and reducing flow velocity. As influent flows out of the influent gate housing (20), flow velocity is further reduced by contact with the surface of the wastewater in the basin and influent flow is directed laterally by an influent gate bottom (30). A pre-react zone director (34) spaced apart from the bottom (42) of the basin encloses the influent gate housing (20) and utilizes an outwardly flared lower portion, or flap (38), to further reduce flow velocity and enhance laminar flow. This results in minimal disturbance of settled sludge blanket, allowing it to act as a natural biological filter, which in turn results in a superior supernatant.

Abstract: During a waste water treatment process such as an activated-sludge process using microorganisms, the present invention ozonizes a microorganism-mixed liquid. It reduces the amount of microorganisms remaining, prevents a microorganism floc from sedimenting inappropriately, and recovers appropriate sedimentation while maintaining treatment performance. A waste water ozonization apparatus according to an embodiment of the present invention can include a sludge drawing pump which draws a microorganism-mixed liquid from an aeration vessel; an ozonizer for generating ozone gas which reacts with the microorganism-mixed liquid; an ozonization vessel which injects the ozone gas generated by the ozonizer into the drawn microorganism-mixed liquid; an ozonized-sludge channel that returns the ozonized microorganism-mixed liquid to the aeration vessel; and a control section for intermittently performing an ozonization operation.

Abstract: A water purification system including a rectilinear housing having a plurality of vertical baffles spaced therein. The ends of each of the baffles are located a certain distance below the housing upper edge or above the housing floor to allow for the flow of washwater therethrough from a housing inlet to a housing outlet. A rectilinear array of media, e.g. corrugated plastic, is located between the baffles for harboring bacteria, and an air supply means is provided therebeneath. A feeder mechanism is also provided on an exterior wall of the housing for feeding supplemental bacteria into the housing to make up for bacteria depleted through the operation and use of the system.

Abstract: A compact nitrogen reduction wastewater treatment system for treating a waste liquid, the system comprising a single tank. The tank includes an inlet, an aerobic treatment compartment, an anoxic treatment compartment, a suspended micromedia compartment, an aerator, and a tank outlet. The aerobic treatment compartment includes aerobic treatment bacteria and is in fluid communication with the tank inlet. The anoxic treatment compartment is laterally disposed relative to, and in fluid communication with, the aerobic treatment compartment. The suspended micromedia compartment includes separating media. It is positioned laterally relative to, and is in fluid communication with, the anoxic treatment compartment. The suspended micromedia compartment is also laterally disposed relative to, and in fluid communication with, the aerobic treatment compartment.

Abstract: The present invention provides aeration methods using spherical gas bubbles having a size on the order of 0.1 to 100 microns in size. A device of the invention for producing a monodispersion of bubbles includes a source of a stream of gas which is forced through a liquid held under pressure in a pressure chamber with an exit opening therein. The stream of gas surrounded by the liquid in the pressure chamber flows out of an exit orifice of the chamber into a liquid thereby creating a monodispersion of bubbles with substantially uniform diameter. The bubbles are small in size and produced with a relatively small amount of energy relative to comparable systems. Applications of the aeration technology range from oxygenating sewage with monodispersions of bubbles to oxygenation of water for fish maintenance.