Class / Patent application number | Description | Number of patent applications / Date published |
210608000 | Regulating floating constituent | 32 |
20080245731 | Biomass support members and panels, biological processes and biological wastewater treatment apparatus - Biomass support members, including woven textile media, useful in biological contact processes and apparatus; biomass support panels of limited flexibility and substantial surface expanse, with or without frames, comprising a variety of different woven or non-woven biomass supporting members, which may or may not include the foregoing media; biological treatment processes using biomass supporting panels in any at least partly supported growth biological process, whether a wastewater treatment or not; and biological wastewater treatment apparatus comprising diffusers and biomass support panels that may or may not include the above media, and which may also include certain preferred spatial and operational relationships. | 10-09-2008 |
20080283469 | Methods And Apparatus For Biological Treatment of Waste Waters - A submerged membrane assembly including a membrane having a first surface, a second surface, and a vertical axis, and which is permeable between the surfaces by molecules of less than a predetermined size. A first fluid compartment in fluid communication with the first membrane surface and that contains at a first column height a first fluid having a first specific gravity, a second fluid compartment in fluid communication with the second membrane surface and that contains at a second column height a second fluid having a second specific gravity, and means for changing the second specific gravity. The second column height being selected relative to the first column height to produce a selected pressure differential across the membrane along the vertical axis at the first specific gravity and the changed second specific gravity. | 11-20-2008 |
20090050560 | NOVEL ANAEROBIC REACTOR FOR THE REMOVAL OF LONG CHAIN FATTY ACIDS FROM FAT CONTAINING WASTEWATER - The invention presented is an apparatus specifically designed for the high rate anaerobic treatment of (waste)waters with relatively high concentrations of lipidic compounds, referred to as the Inverted Anaerobic Sludge Blanket (IASB) reactor. Contrary to conventional anaerobic reactors, it avoids the need of sludge with good settling properties and exploits the problem of sludge flotation due to long chain fatty acid (LCFA) or biogas adsorption onto the sludge and/or biogas encapsulation by the sludge. Furthermore, it provides an increased specific sludge surface area for better LCFA degradation. It is fed from the top and is equipped with a separation step at the bottom. Reactor contents are thoroughly mixed by the novel combined action of a gas lift loop and a liquid recycle over the reactor. The reactor can be operated in continuous and sequential mode. Although it is specifically designed for lipid degradation, its application is not limited to this. | 02-26-2009 |
20090188859 | WASTEWATER TREAMENT SYSTEMS AND METHODS - Systems and methods for wastewater treatment. A nitrate source may be dosed to a collection tank, such as a wet well, for downstream control of hydrogen sulfide levels in the wastewater. A source of a strong oxidizer may also be dosed to the wet well. The oxidizer, such as chlorite, may temporarily interrupt denitrification processes in the wet well to prevent floatation of undesirable constituents therein. The oxidizer dosage may be generally consistent with the nitrate dosage. An ORP sensor may facilitate regulation of dosing. The nitrate and the oxidizer may be present in a single mixture to be dosed to the wet well. | 07-30-2009 |
20090218281 | Water Treating Method and Arrangement Integrating a Fixed-Bacteria Biological Treatment and Flocculation-Decantation - The inventive water treating method and arrangement successively combine at least one step consisting in biological treating at least one part of pollution contained in said waters by a fixed biomass, wherein a bio-cleaned flow logically obtainable at the and of said step, prior to the entry thereof to a next step, contains less than 2 g/l of SS, and at least one stage for carrying out a flocculation-decantation by ballasted flocs consisting in transferring biologically treated flow to a mixing area ( | 09-03-2009 |
20100025325 | System and Method for the Renovation of Process Water - Disclosed is a system for renovating process water, especially during the production of paper. Said system comprises at least one process water renovation unit, at least one of which is provided with an anaerobic reactor spiked with anaerobic microorganisms as well as a lime elimination unit. Also disclosed is a method for renovating process water, particularly during the production of paper, which encompasses at least one process water renovation step in which at least some of the process water continuously delivered to the process water renovation step is subjected to a purification step in an anaerobic reactor that is spiked with anaerobic microorganisms and to a deliming step. | 02-04-2010 |
20100089824 | METHODS OF REDUCING THE AMOUNT OF SETTLING AID - The present invention relates to apparatus, methods, and applications for treating wastewater, and more particularly to biological processes for removing pollutants from wastewater. This invention further relates to apparatus and methods for growing microbes on-site at a wastewater treatment facility, and for economically inoculating sufficient microbes to solve various treatment problems rapidly | 04-15-2010 |
20100155327 | System and method for enhancing a wastewater treatment process - A system for enhancing an activated sludge process including at least one biological reactor. A weighting agent impregnation subsystem is coupled to the biological reactor for mixing biological flocs and weighting agent to impregnate the weighting agent into the biological flocs to form weighted biological flocs. A weighting agent recovery subsystem is configured to recover the weighting agent from the weighted biological flocs and reintroducing the recovered weighting agent to the weighting agent impregnation subsystem. | 06-24-2010 |
20100163483 | FOOD PROCESSING RESOURCE RECOVERY - A method of hydrolyzing peptide bonds in waste material from dissolved air flotation (DAF float) wastewater treatment systems is disclosed. The method according to the disclosure comprises controlling the pH of said DAF float; adding a lytic agent to said pH controlled DAF float; and incubating the lytic agent/DAF float mixture. The hydrolyzed peptide bonds allow for the cleaving of oil molecules from protein material thereby increasing oil extraction from wastewater streams. | 07-01-2010 |
20110000849 | WATER PURIFICATION APPARATUS AND METHOD FOR USING PRESSURE FILTER AND PORE CONTROL FIBER FILTER - The present invention provides a water purification apparatus and method using a pressurized micro-filter preprocessed with a coagulation inclined-plate sedimentation reservoir and a pore-control fiber filter for improvement of a recovery rate, which removes the dissolved organic materials and the turbidity of raw water through a preprocess by a flash mixer, a two-stage coagulation reservoir and an inclined-plate sedimentation reservoir, thereby making it possible to reduce the use of coagulants, the generation of sludge by-products, the inflow load of membranes, and the facility size in comparison with the conventional standard water purification processes. | 01-06-2011 |
20110036771 | Ballasted anaerobic system and method for treating wastewater - A ballasted anaerobic system for treating wastewater including at least one anaerobic treatment reactor. A weighting agent impregnation subsystem is configured to mix weighting agent with the biological flocs to form weighted biological flocs to create a weighted anaerobic sludge blanket in the at least one anaerobic treatment reactor. A weighting agent recovery subsystem is configured to recover the weighting agent from excess sludge and reintroduce the weighting agent to the weighting agent impregnation subsystem. | 02-17-2011 |
20110100905 | RIVER WATER PURIFICATION APPARATUS AND METHOD USING TREATMENT SOIL LAYER AND PERMEABLE FILTERING MEDIUM LAYER - Provided are an apparatus and a method for river water purification using a treatment soil layer and a permeable filtering medium layer. The river water purification apparatus includes a treatment soil layer and a permeable filtering medium layer which are sequentially and alternately stacked. The treatment soil layer includes a plurality of unit soil layers which are arranged at intervals. A reservoir part which stores a predetermined amount of river water and supplies the river water to an inside of the unit soil layer is provided in an upper end part of the unit soil layer. The permeable filtering medium layer has a higher hydraulic conductivity than that of the treatment soil layer. The river water purification apparatus increases a treatment flux of river water regardless of a coefficient of water permeability of soil and effectively removes nitrogen, phosphorus and nutrient salts by stably forming an anaerobic condition. | 05-05-2011 |
20110147304 | Biological and Ballasetd Flocculation Treatment of Wastewater - A method for treating wastewater comprises biologically treating the wastewater in a fixed-biomass biological reactor and then treating the wastewater in a ballasted flocculation system. The ballasted flocculation system produces a clarified effluent and sludge containing inert granular material having biomass accumulated thereon and suspended solids. The inert granular material having biomass accumulated thereon is separated from the suspended solids and then cleaned with a cleaning solution. After separating the biomass from the cleaned inert granular material, the cleaned inert granular material is recycled for use in the ballasted flocculation system. | 06-23-2011 |
20110215050 | Control of Filamentous Bacteria Induced Foaming in Wastewater Systems - A method of controlling filamentous bacteria responsible for foaming and bulking in wastewater systems with virulent bacteriophage. The method includes, optionally, identification of problematic filamentous bacteria and matching virulent bacteriophage, use of bacteriophage from phage libraries and concentration of filamentous bacteria and bacteriophage from the wastewater to be treated. | 09-08-2011 |
20120255903 | NON-WOVEN MEMBRANE BIOREACTOR AND ITS FOULING CONTROL METHOD - Disclosed is a method for biological treatment of wastewater in a non-woven membrane bioreactor (MBR) system. The mixed liquor contained in the bioreactor is filtered with a non-woven fabric membrane having a pore size in the range of 0.1 μm to 5.0 μm. Membrane fouling is controlled and flux is improved in the non-woven MBR system by adding an effective amount of a water soluble sludge filterability improvement chemical to the mixed liquor. | 10-11-2012 |
20130020255 | BALLASTED ANAEROBIC SYSTEM AND METHOD FOR TREATING WASTEWATER - A ballasted anaerobic system for treating wastewater including at least one anaerobic treatment reactor. A weighting agent impregnation subsystem is configured to mix weighting agent with the biological flocs to form weighted biological flocs to create a weighted anaerobic sludge blanket in the at least one anaerobic treatment reactor. A weighting agent recovery subsystem is configured to recover the weighting agent from excess sludge and reintroduce the weighting agent to the weighting agent impregnation subsystem. | 01-24-2013 |
20130206684 | PURIFIER COMPRISING A SOLIDS SEPARATION DEVICE, AND METHOD FOR WASTEWATER PURIFICATION - The invention relates to a purifier ( | 08-15-2013 |
20130256219 | APPARATUS, SYSTEM AND PROCESS FOR WASTEWATER PURIFICATION - An apparatus, system, and process for wastewater treatment. The apparatus can include a basin for receiving a liquid to be treated, the liquid having a direction of flow, and a plurality of pendant sheets for supporting the growth of microorganisms, disposed within the basin and in contact with the liquid, wherein the pendant sheets are oriented parallel to the direction of flow of the liquid. | 10-03-2013 |
20140001119 | BALLASTED SEQUENCING BATCH REACTOR SYSTEM AND METHOD FOR TREATING WASTEWATER | 01-02-2014 |
20140102977 | BALLASTED ANAEROBIC METHOD FOR TREATING WASTEWATER - A ballasted anaerobic system for treating wastewater including at least one anaerobic treatment reactor. A weighting agent impregnation subsystem is configured to mix weighting agent with the biological flocs to form weighted biological flocs to create a weighted anaerobic sludge blanket in the at least one anaerobic treatment reactor. A weighting agent recovery subsystem is configured to recover the weighting agent from excess sludge and reintroduce the weighting agent to the weighting agent impregnation subsystem. | 04-17-2014 |
20140144837 | METHODS FOR TREATING WASTEWATER FROM EXPLORATION FOR AND PRODUCTION OF OIL AND GAS - Volatile organic compounds (VOCs), such as BTEX methanol and other non-phase separable hydrocarbons may be removed from wastewater obtained from oil or gas exploration or production operations by way of a bioreactor. The bioreactor may employ anaerobic microorganisms that metabolize various VOCs. In some embodiments, such a bioreactor may be configured to treat process flow rates of thousands of barrels of wastewater per hour. Such a bioreactor may comprise a large vessel at a larger water treatment site. | 05-29-2014 |
20140284272 | METHODS FOR THE BIOREMEDIATION OF PETROLEUM IN AN AQUATIC ENVIRONMENT - In one embodiment, a bioremediation agent and method of bioremediation of an oil spill are disclosed. The bioremediation agent contains oil-digesting bacteria and bacterial nutrients in a buoyant water semi-insoluble and biodegradable casein product. The bioremediation agent may be distributed by boats or seeded by aircraft to remediate oil from coastlines after an oil spill. | 09-25-2014 |
20150048024 | METHOD FOR TREATING A WASTE STREAM USING A BIOREACTOR AND A MEMBRANE FILTER - Method for treating a fluid aqueous waste stream comprising a biodegradable organic substance, comprising—feeding said stream into a bioreactor containing a fluid which contains biomass;—reacting the biodegradable organic substance with the biomass in the bioreactor under essentially anaerobic conditions;—taking a first flow from the bioreactor and using the first flow as a feed to a membrane filtration unit, in which said feed is subjected to filtration, thereby forming a permeate stream and a retentate stream;—returning the retentate stream to the bioreactor;—taking a second flow from the bioreactor as feed to a sludge treatment unit, in which sludge treatment unit the second flow is separated into a third flow, having an increased organic substance content compared to the second flow, and a fourth flow, having a decreased organic substance content compared to the second flow. | 02-19-2015 |
20150060357 | WASTEWATER TREATMENT APPARATUS CAPABLE OF PERFORMING BOTH INITIAL RAINWATER OVERFLOW TREATMENT AND PRIMARY TREATMENT, AND WASTEWATER TREATMENT METHOD ACCORDING TO SAID APPARATUS - A wastewater treatment apparatus performs both initial rainwater overflow treatment and primary treatment. A wastewater treatment method according to the apparatus, the apparatus modifying an existing primary depositing reservoir to an up-flow high-speed filtration facility, the apparatus using a floating filter and biological filter paper applied to an existing depositing reservoir to perform an initial rainwater treatment. The apparatus can be applied to an existing wastewater treatment facility to eliminate the necessity of installing an additional facility for an initial rainwater treatment facility. The apparatus is further capable of adjusting the flow rate into a biological treatment facility to achieve a target water quality. The apparatus comprises: an up-flow high-speed filtration facility for filtering floating matter contained in wastewater using a floating filter; a sludge holding tank; a biological treatment facility for removing dissolved organic matter contained in the water discharged from the up-flow high-speed filtration facility; and a concentrator. | 03-05-2015 |
20150060358 | LEACHATE TREATING SYSTEM HAVING SETTLING SPHERES AND METHOD FOR SAME - A flash flocculation tank system having a plurality of tanks and a plurality of settling spheres that are magnetic and treat wastewater and/or landfill leachate and a process for decreasing the amount of time for settling solids in biologically and/or chemically treated wastewater and/or landfill leachate. The plurality of settling spheres each have a rare earth magnet and are calibrated by weight to float, sink, and to be suspending in the treated water or leachate. Insoluble waste solids gain a ferromagnetic quality after attaching to the settling spheres. The flash flocculation tank system with the settling spheres and process improve the settleability rate of the insoluble solids of the treated leachate and also allow for a smaller settling tank. | 03-05-2015 |
20150076059 | ANAEROBIC TREATMENT OF INDUSTRIAL WASTEWATER - Feed water is processed in an anaerobic digester. A solid-liquid separation device, for example a sludge screw thickener, treats a stream drawn from the digester in a recirculation loop. The solids portion is returned to the digester to increase the solids retention time and the TSS concentration in the digester. A liquid portion with less than 5% of the solids in the stream is removed and optionally treated further. The flow rate to the solid-liquid separation device is preferably greater than the influent flow rate. The solid-liquid separation device may receive digestate at a TSS concentration of 4% or more and return a solids portion having a TSS concentration of over 10%. The feed water is preferably one or more industrial waste streams having a COD concentration of 20,000 to 50,000 mg/L and a TSS concentration from 1-5%. The organic loading rate may be 10-12 kg/COD/m3/day. | 03-19-2015 |
20150122729 | METHOD AND APPARATUS FOR REMOVING ORGANIC SUBSTANCES, NITROGEN AND PHOSPHORUS FROM HIGHLY CONCENTRATED ORGANIC WASTE WATER - The present invention relates to a method and apparatus for removing organic substances, nitrogen, and phosphorus from highly concentrated waste water, which includes the steps of: stirring organic waste water; mixing the waste water with an added neutralizer; supplying a flocculant to the mixture to flocculate sludge; and separating sludge and water by pneumatic dehydration, thereby continuously removing organic substances, nitrogen, and phosphorus from waste water. | 05-07-2015 |
20150352466 | Surface Wasting System - The present disclosure is directed to systems and methods for removing waste materials from the surface of liquid in a liquid treatment system. In one example a surface wasting system comprises a chamber including a sump, an outer conduit coupled by a first seal to an upper wall of the chamber, an inner conduit axially disposed within the outer conduit, the inner conduit in contact with a surface of a liquid in a treatment vessel of the liquid treatment system, an expandable waterproof bellows having a lower end coupled to the outer conduit above the first seal and an upper end coupled to the inner conduit, the waterproof bellows forming a second seal between the outer conduit and the inner conduit, and a float coupled to the inner conduit and configured to vertically displace the inner conduit responsive to a change in a level of liquid in the sump. | 12-10-2015 |
20150360986 | METHOD AND SYSTEM FOR SLUDGE TREATMENT - To provide a sludge treatment method and a sludge treatment system suppressing the fuel costs which can be utilized in the existing treatment facilities that drying and discharging after dehydrating a sludge as a useful improvement for the facility. This invention provides the solution means including a dehydration step of obtaining a dehydrated sludge, a liquefaction step of obtaining a slurry-like sludge, a branching step of branching a digested sludge, a vacuum deaeration step of deaerating a first digested sludge, a reprocessing step of ejecting a high-temperature steam and returning a concentrated digested sludge, a dehydration separation treatment step of separating a second digested sludge, a step of deaerating a digested sludge, a branching step of branching the mixed phase fluid, a step of returning a first mixed phase fluid, and a step of returning a second mixed phase fluid. | 12-17-2015 |
20160023933 | BioFerric-Flocculant Enhanced Primary Treatment Process (BEPT) for Sewage Treatment - The present invention relates to one step “BioFerric flocculant enhanced primary treatment” (BEPT) process for domestic sewage treatment. More particularly, it relates to a novel composite flocculant consisting of acidophilic bacteria, and bacteriogenic flocculants for sewage flocculation and settling that enhanced the sewage treatment process by minimizing the chemical uses and steps and direct dewatering of sludge without preconditioning. | 01-28-2016 |
20160114303 | Halloysite Nanotubes and Uses Thereof for Novel Remediation Techniques - The creation of novel halloysite-based compositions is disclosed. In one embodiment, the hollow clay nanotubes of halloysite are loaded with nanoscale zerovalent iron particles. The resulting composition provides an effective manner of remediating chlorinated hydrocarbons. In another embodiment, the hollow clay nanotubes of halloysite are imbibed with dispersants such as DOSS and Tween 80 surfactants. The resulting composition stabilizes oil-in-water emulsions and subsequently releases the surfactants, thereby reducing interfacial tension significantly, which allows much smaller droplets to form and thus provides for more effective oil remediation. | 04-28-2016 |
20160200614 | Biogenic Flocculant Composition To Enhance Flocculation And Dewaterability Of Chemically Enhanced Primary Treatment Sludge | 07-14-2016 |