US20170088448A1 - Self-regenerating biofilter - Google Patents
Self-regenerating biofilter Download PDFInfo
- Publication number
- US20170088448A1 US20170088448A1 US14/870,824 US201514870824A US2017088448A1 US 20170088448 A1 US20170088448 A1 US 20170088448A1 US 201514870824 A US201514870824 A US 201514870824A US 2017088448 A1 US2017088448 A1 US 2017088448A1
- Authority
- US
- United States
- Prior art keywords
- biofilter
- layer
- gravel
- approximately
- flush valve
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 57
- 238000001914 filtration Methods 0.000 claims abstract description 43
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 40
- 239000002028 Biomass Substances 0.000 claims abstract description 21
- 239000008213 purified water Substances 0.000 claims abstract description 11
- 239000000463 material Substances 0.000 claims description 32
- 238000000034 method Methods 0.000 claims description 17
- 238000005342 ion exchange Methods 0.000 claims description 14
- 230000006870 function Effects 0.000 claims description 7
- 238000010438 heat treatment Methods 0.000 claims description 5
- 239000000356 contaminant Substances 0.000 description 15
- 230000004941 influx Effects 0.000 description 4
- 239000002245 particle Substances 0.000 description 3
- 230000000274 adsorptive effect Effects 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 238000006065 biodegradation reaction Methods 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000008929 regeneration Effects 0.000 description 2
- 238000011069 regeneration method Methods 0.000 description 2
- 229920001864 tannin Polymers 0.000 description 2
- 239000001648 tannin Substances 0.000 description 2
- 235000018553 tannin Nutrition 0.000 description 2
- 229910021536 Zeolite Inorganic materials 0.000 description 1
- 238000002835 absorbance Methods 0.000 description 1
- 150000001450 anions Chemical class 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 description 1
- 239000003792 electrolyte Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000010797 grey water Substances 0.000 description 1
- 239000001963 growth medium Substances 0.000 description 1
- 231100001261 hazardous Toxicity 0.000 description 1
- 239000004021 humic acid Substances 0.000 description 1
- 239000012500 ion exchange media Substances 0.000 description 1
- 150000002500 ions Chemical class 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000011068 loading method Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 239000011236 particulate material Substances 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000005067 remediation Methods 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 230000008685 targeting Effects 0.000 description 1
- 230000001131 transforming effect Effects 0.000 description 1
- 239000010457 zeolite Substances 0.000 description 1
Images
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/04—Aerobic processes using trickle filters
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/283—Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
- B01D24/46—Regenerating the filtering material in the filter
- B01D24/4631—Counter-current flushing, e.g. by air
- B01D24/4642—Counter-current flushing, e.g. by air with valves, e.g. rotating valves
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
- B01D24/46—Regenerating the filtering material in the filter
- B01D24/4631—Counter-current flushing, e.g. by air
- B01D24/4652—Counter-current flushing, e.g. by air by using gasbumps
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D36/00—Filter circuits or combinations of filters with other separating devices
- B01D36/02—Combinations of filters of different kinds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/42—Treatment of water, waste water, or sewage by ion-exchange
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/006—Regulation methods for biological treatment
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/06—Aerobic processes using submerged filters
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/10—Packings; Fillings; Grids
- C02F3/104—Granular carriers
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/10—Packings; Fillings; Grids
- C02F3/105—Characterized by the chemical composition
- C02F3/106—Carbonaceous materials
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2101/00—Types of filters having loose filtering material
- B01D2101/02—Carbon filters
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2101/00—Types of filters having loose filtering material
- B01D2101/04—Sand or gravel filters
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F2003/001—Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F2003/001—Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms
- C02F2003/003—Biological treatment of water, waste water, or sewage using granular carriers or supports for the microorganisms using activated carbon or the like
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/005—Processes using a programmable logic controller [PLC]
- C02F2209/006—Processes using a programmable logic controller [PLC] comprising a software program or a logic diagram
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/02—Temperature
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/44—Time
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/14—Maintenance of water treatment installations
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/16—Regeneration of sorbents, filters
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Definitions
- This invention relates to the field of liquid purification or separation and more specifically to a particulate material type separator with rehabilitation means.
- Aerobic water treatment systems utilize oxygen and microbes to degrade organic matter and neutralize contaminants, allowing reuse of the water.
- aerobic treatment is a two-step process. The first phase is physical filtration of larger particles, which aggregate into a separate biomass. Microbes then degrade the remaining organic matter until it is stable and/or less hazardous.
- Trickling methods involve continual trickling of water over large filtration media or intermittent trickling of water over large media.
- Submersion methods rely on continuous operation of a fully submerged filter or other media, which is periodically removed for cleaning or replacement to retain its absorptive capacity.
- both methods require substantial down time to change filtration media and/or remove the solid biomass from the system. Both methods also require substantial energy to maintain continuous trickling of water or flow through submerged media.
- a self-regenerating biofilter apparatus in one embodiment, includes a biofilter tank, a filtration mass and a compressed air line.
- the biofilter tank includes an intake inlet connected to a first channel and receiving an untreated water stream.
- the biofilter tank also includes an output outlet connected to a second channel and expelling a purified water stream.
- the biofilter tank also includes a flush valve expelling a flush water stream.
- the filtration mass includes a layer of gravel and a layer of non-gravel materials.
- the layer of non-gravel material includes activated carbon.
- the filtration mass is located within the biofilter tank and at least partially above the intake inlet and the flush valve.
- a mesh screen separates the layer of gravel from the layer of non-gravel material.
- the compressed air line is located at least partially within the biofilter tank below the mesh screen.
- a self-regenerating biofilter system includes at least one self-regenerating biofilter apparatus, as above, and a central controller connected to the flush valve and connected to a power source.
- a method for using a self-regenerating biofilter apparatus includes iteratively invoking a function n times.
- the function includes the steps of: receiving an untreated water stream into a biofilter tank through an intake inlet; filtering the untreated water stream through the filtration mass to transform the untreated water stream into the purified water stream; expelling the purified water stream through the output outlet connected to the second channel; stopping receiving the untreated water stream; opening the flush valve; draining the flush water stream through the flush valve; closing the flush valve and waiting for a predetermined time period before invoking another iteration of the function.
- the method also includes the steps of receiving the untreated water stream into the biofilter tank through the intake inlet, opening the flush valve, draining the flush water stream through the flush valve and closing the flush valve.
- FIG. 1 illustrates a side view of an exemplary embodiment of a self-regenerating biofilter.
- FIG. 2 illustrates an exemplary embodiment of a self-regenerating biofilter system.
- FIGS. 3 a and 3 b illustrate an exemplary embodiment of a method for using a self-regenerating biofilter.
- channel means a structure used to convey fluids.
- ion exchange media means media that can exchange ions with a solution of electrolytes.
- the term “mesh” means a material having apertures.
- the term “mesh size” means the number of apertures per square inch in a mesh through which a particle can pass. The higher number a mesh size has, the smaller a particle must be to pass through the mesh.
- FIG. 1 illustrates a side view of an exemplary embodiment of a self-regenerating biofilter 100 .
- Self-regenerating biofilter 100 includes a biofilter tank 10 , a filtration mass 20 , an optional controller 30 , a compressed air line 40 , an optional heating element 50 , and at least one vent 60 .
- Biofilter tank 10 houses filtration mass 20 , compressed air line 40 and heating element 50 .
- Biofilter tank 10 has a volume ranging from approximately 5 gallons to approximately 5,000 gallons, with a daily flow-through volume ranging from approximately 50 gallons to approximately 50,000 gallons.
- Intake inlet 11 provides influent of an untreated water stream 14 , while output outlet 12 removes a purified water stream 15 .
- Intake inlet 11 is located on a level below filtration mass 20 to ensure capture of large particulates below filtration mass 20 .
- Flush valve 13 permits draining of biofilter tank 10 to allow air to enter filtration mass 20 to aid microorganisms in breaking down any biodegradable contaminants adsorbed from untreated water stream 14 and turn them into biomass.
- flush valve 13 is a solenoid valve. In other embodiments, flush valve 13 is a pinch valve, solenoid valve, or ball valve. In various embodiments, operation of flush valve 13 may occur automatically or manually.
- Filtration mass 20 removes water contaminants by straining, adsorption and/or biological remediation. Biodegradable contaminants in untreated water stream 14 provide food for microorganisms in filtration mass 20 and become biomass. Filtration mass 20 adsorbs these contaminants, which has an impact on filtration mass 20 .
- Filtration mass 20 is made up of separate layers of gravel 21 and non-gravel material.
- non-gravel material is activated carbon 22 and optional ion exchange material 23 .
- Gravel 21 is crushed rock having an average diameter ranging from approximately 5 mm to approximately 30 mm.
- Activated carbon 22 is granular activated carbon having a mesh size ranging from approximately 8 to approximately 12.
- Ion exchange material 23 also has a mesh size ranging from approximately 8 to approximately 12.
- ion exchange material 23 is zeolite. In other embodiments, ion exchange material 23 is a synthetic material specifically selected to target a particular contaminant of interest that can be biodegraded or bioaccumulated. By way of non-limiting example, in one embodiment, ion exchange material 23 is a tannin anion resin targeting humic acids and tannins. Certain embodiments may use multiple different ion exchange materials 23 to target multiple contaminants of interest.
- At least one of activated carbon 22 and ion exchange material 23 includes a bioculture seed.
- Bioculture seeds may include custom cultures generated for the particulate contaminant stream of interest by mixing an environmental source (i.e., soil, sludge) with a growth media containing nutrients and the desired target contaminants.
- Bioculture seeds may include commercial aerobic cultures such as those used for the aquarium industry, or pure cultures of microbes with desired physiological attributes for the desired biodegradation process or environment.
- a mesh screen 24 separates gravel 21 from activated carbon 22 and ion exchange material 23 .
- filtration mass 20 makes up approximately 50% to approximately 85% of the volume of biofilter tank 10 .
- Gravel 21 makes up approximately 3% to approximately 10% of filtration mass 20 .
- Activated carbon 22 makes up approximately 60% to approximately 97% of filtration mass 20 .
- Ion exchange material 23 makes up to approximately 30% of filtration mass 20 .
- self-regenerating biofilter 100 includes controller 30 .
- Controller 30 connects to flush valve 13 , allowing it to control when self-regenerating biofilter 100 drains and regenerates.
- controller 30 includes a timer 31 , a memory 32 , a biomass sensor 33 , at least one power source 34 and a controller interface 35 .
- Timer 31 allows flush valve 13 to open and close according to a pre-programmed cycle, which may be located in memory 32 .
- the duty cycle for flush valve 13 may range from approximately 10% to approximately 90%, depending on the contaminant loading rate on a given volume and geometry of filter mass 20 and the adsorptive capacity of filter mass 20 for the contaminant.
- flush valve 13 has an approximately 50% duty cycle, open for approximately four hours and closed for approximately four hours, allowing degradation of biodegradable contaminants on activated carbon 22 and ion exchange material 23 .
- Biomass sensor 33 provides a user or controller 30 with information about the level of biomass in self-regenerating biofilter 100 . This allows automated or manual triggering of a biomass removal cycle when biomass in self-regenerating biofilter 100 has reached a critical level.
- biomass sensor 33 senses a head differential across filter mass 20 .
- biomass sensor 33 senses UV light absorbance across filter mass 20 .
- Power source 34 may be a DC or AC voltage source. Power source 34 couples to controller 30 and other parts of self-regenerating biofilter 100 that might require power. In certain embodiments, each part of self-regenerating biofilter 100 that might require power has a separate power source 34 .
- Controller 30 optionally includes a controller interface 35 , which may permit a user to enter commands to and receive output information from controller 30 .
- Compressed air line 40 is located just below mesh screen 24 .
- An air source 41 such as, but not limited to an air compressor or compressed air cylinder, provides an air stream 42 through compressed air line 40 .
- Controller 30 may connect to air source 41 , allowing controller 30 to control the flow of air through compressed air line 40 .
- air stream 42 travels through compressed air line 40 and enters biofilter tank 10 through at least one air line aperture 43 .
- Air stream 42 can also enter into filtration mass 20 after draining self-regenerating biofilter 100 to further increase oxygen concentrations.
- a resistive heater may pre-warm air stream 42 to increase the temperature of filtration mass 20 during regeneration.
- air stream 42 fluidizes and tumbles activated carbon 22 and ion exchange material 23 , removing biomass from activated carbon 22 and ion exchange material 23 .
- biomass removal occurs every two days. This frequency may increase for untreated water streams 14 having high amounts of biodegradable contaminants. The frequency of biomass removal may likewise decrease for untreated water streams 14 having low amounts of biodegradable contaminants. In certain embodiments, use of air stream 42 may not be necessary for untreated water streams 14 having low amounts of biodegradable contaminants.
- self-regenerating biofilter 100 includes heating element 50 .
- Heating element 50 is located within biofilter tank 10 and couples to controller 30 .
- a thermal sensor 51 coupled to controller 30 takes temperature readings to ensure that the temperature does not increase or decrease to undesired levels.
- FIG. 2 illustrates an exemplary embodiment of a self-regenerating biofilter system 200 .
- Self-regenerating biofilter system 200 includes at least one self-regenerating biofilter 100 and a central controller 210 .
- Self-regenerating biofilter system 200 is a scalable system.
- the exemplary embodiment shows a self-regenerating biofilter system 200 with a single self-regenerating biofilter 100 having a volume of 5 gallons, with a daily flow-through volume of approximately 50 gallons.
- Another embodiment incorporates twelve self-regenerating biofilters 100 , each having a volume of 210 gallons.
- This self-regenerating biofilter system 200 has a daily flow-through volume of approximately thirty thousand gallons.
- Central controller 210 connects to controller 30 and flush valve 13 , allowing it to both send commands to controller 30 and override controller 30 to open flush valve 13 .
- Certain embodiments of self-regenerating biofilter system 200 replace controller 30 with central controller 210 .
- Central controller 210 may also directly connect to any sensors of self-regenerating biofilter 100 , such as, but not limited to, flow meter sensor 18 , biomass sensor 32 or thermal sensor 51 .
- Central controller 210 optionally includes a central timer 211 , which allows flush valve 13 to open and close according to a pre-programmed cycle that may be stored in central memory 212 .
- central timer 211 allows coordination between self-regenerating biofilters 100 . This ensures that at least one self-regenerating biofilter 100 is available for use at all times. This also allows self-regenerating biofilter system 200 to operate at peak capacity during peak gray water generation or demand times, such as, but not limited to, business hours in an office building or morning and evening in a residence, while reserving a smaller capacity for times when predicted demand is not as great.
- Central controller 210 optionally includes a central interface 213 , which may permit a user to enter commands to and receive output information from central controller 210 and/or controller 30 .
- FIGS. 3 a and 3 b illustrate an exemplary embodiment of a method 300 for using self-regenerating biofilter 100 .
- step 302 self-regenerating biofilter 100 receives an influx of untreated water stream 14 through intake inlet 11 .
- step 304 self-regenerating biofilter 100 filters untreated water stream 14 through filtration mass 20 , transforming it into purified water stream 15 .
- step 306 self-regenerating biofilter 100 expels purified water stream 15 through output outlet 12 .
- step 308 self-regenerating biofilter 100 stops receiving the influx of untreated water stream 14 through intake inlet 11 .
- step 310 self-regenerating biofilter 100 opens flush valve 13 .
- step 312 self-regenerating biofilter 100 drains flush water stream 16 through flush valve 13 .
- step 314 self-regenerating biofilter 100 closes flush valve 13 .
- step 316 self-regenerating biofilter 100 waits for a predetermined time period before continuing method 300 .
- step 318 method 300 repeats steps 302 - 316 n times, until method 300 meets a preselected condition.
- This condition may be for elapsed time, volume of water treated or amount of biomass in self-regenerating biofilter 100 .
- step 320 self-regenerating biofilter 100 receives an influx of untreated water stream 14 through intake inlet 11 .
- self-regenerating biofilter 100 receives air stream 42 through compressed air line 40 .
- Steps 318 and 320 may be performed simultaneously.
- step 324 self-regenerating biofilter 100 opens flush valve 13 .
- step 326 self-regenerating biofilter 100 drains flush water stream 16 through flush valve 13 .
- step 328 self-regenerating biofilter 100 closes flush valve 13 .
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Organic Chemistry (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Microbiology (AREA)
- Biodiversity & Conservation Biology (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Materials Engineering (AREA)
- General Chemical & Material Sciences (AREA)
- Health & Medical Sciences (AREA)
- Molecular Biology (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The present invention is a self-regenerating biofilter. The biofilter tank receives untreated water through an intake inlet, filters it through a filtration mass and expels purified water through an output outlet. The filtration mass includes gravel and activated carbon layers separated by a mesh screen. A compressed air line is located below the mesh screen. Periodically, the biofilter self-cleans by opening a flush valve that expels a flush water stream carrying debris. The biofilter self-regenerates by periodically stopping filtration for a time, allowing biological matter left on the activated carbon to degrade into biomass. Periodically, the biofilter removes and flushes out biomass by application of water or a combination of air and water.
Description
- The invention described herein was made by an employee of the United States Government and may be manufactured and used by the Government of the United States of America for governmental purposes without the payment of any royalties thereon or therefore.
- 1. Field of Invention
- This invention relates to the field of liquid purification or separation and more specifically to a particulate material type separator with rehabilitation means.
- 2. Description of Related Art
- Aerobic water treatment systems utilize oxygen and microbes to degrade organic matter and neutralize contaminants, allowing reuse of the water. Typically, aerobic treatment is a two-step process. The first phase is physical filtration of larger particles, which aggregate into a separate biomass. Microbes then degrade the remaining organic matter until it is stable and/or less hazardous.
- Fixed-media biological filtration methods rely on either trickling water over media or submerging the media in water. Trickling methods involve continual trickling of water over large filtration media or intermittent trickling of water over large media. Submersion methods rely on continuous operation of a fully submerged filter or other media, which is periodically removed for cleaning or replacement to retain its absorptive capacity.
- Several problems are known in the art with respect to both trickling and submersion methods. First, both methods require substantial down time to change filtration media and/or remove the solid biomass from the system. Both methods also require substantial energy to maintain continuous trickling of water or flow through submerged media.
- There is an unmet need in the art for a biofilter capable of biological regeneration in place (self-cleaning) in a manner that allows it to restore its adsorptive capacity
- There is a further unmet need in the art for a biofilter that can facilitate more efficient control of the temperature at which biological treatment occurs.
- In one embodiment of the present invention, a self-regenerating biofilter apparatus includes a biofilter tank, a filtration mass and a compressed air line. The biofilter tank includes an intake inlet connected to a first channel and receiving an untreated water stream. The biofilter tank also includes an output outlet connected to a second channel and expelling a purified water stream. The biofilter tank also includes a flush valve expelling a flush water stream. The filtration mass includes a layer of gravel and a layer of non-gravel materials. The layer of non-gravel material includes activated carbon. The filtration mass is located within the biofilter tank and at least partially above the intake inlet and the flush valve. A mesh screen separates the layer of gravel from the layer of non-gravel material. The compressed air line is located at least partially within the biofilter tank below the mesh screen.
- In another embodiment of the present invention, a self-regenerating biofilter system includes at least one self-regenerating biofilter apparatus, as above, and a central controller connected to the flush valve and connected to a power source.
- In another embodiment of the present invention, a method for using a self-regenerating biofilter apparatus, as above, includes iteratively invoking a function n times. The function includes the steps of: receiving an untreated water stream into a biofilter tank through an intake inlet; filtering the untreated water stream through the filtration mass to transform the untreated water stream into the purified water stream; expelling the purified water stream through the output outlet connected to the second channel; stopping receiving the untreated water stream; opening the flush valve; draining the flush water stream through the flush valve; closing the flush valve and waiting for a predetermined time period before invoking another iteration of the function. The method also includes the steps of receiving the untreated water stream into the biofilter tank through the intake inlet, opening the flush valve, draining the flush water stream through the flush valve and closing the flush valve.
-
FIG. 1 illustrates a side view of an exemplary embodiment of a self-regenerating biofilter. -
FIG. 2 illustrates an exemplary embodiment of a self-regenerating biofilter system. -
FIGS. 3a and 3b illustrate an exemplary embodiment of a method for using a self-regenerating biofilter. - As used herein, the term “channel” means a structure used to convey fluids.
- As used herein, the term “ion exchange media” means media that can exchange ions with a solution of electrolytes.
- As used herein, the term “mesh” means a material having apertures.
- As used herein, the term “mesh size” means the number of apertures per square inch in a mesh through which a particle can pass. The higher number a mesh size has, the smaller a particle must be to pass through the mesh.
-
FIG. 1 illustrates a side view of an exemplary embodiment of a self-regeneratingbiofilter 100. Self-regeneratingbiofilter 100 includes abiofilter tank 10, afiltration mass 20, anoptional controller 30, acompressed air line 40, anoptional heating element 50, and at least onevent 60. -
Biofilter tank 10houses filtration mass 20,compressed air line 40 andheating element 50. Biofiltertank 10 has a volume ranging from approximately 5 gallons to approximately 5,000 gallons, with a daily flow-through volume ranging from approximately 50 gallons to approximately 50,000 gallons. Intakeinlet 11 provides influent of anuntreated water stream 14, while output outlet 12 removes a purifiedwater stream 15.Intake inlet 11 is located on a level belowfiltration mass 20 to ensure capture of large particulates belowfiltration mass 20. -
Flush valve 13 permits draining ofbiofilter tank 10 to allow air to enterfiltration mass 20 to aid microorganisms in breaking down any biodegradable contaminants adsorbed fromuntreated water stream 14 and turn them into biomass. In the exemplary embodiment,flush valve 13 is a solenoid valve. In other embodiments,flush valve 13 is a pinch valve, solenoid valve, or ball valve. In various embodiments, operation offlush valve 13 may occur automatically or manually. - The capture of large particulate occurring on a level below
filtration mass 20 permits easily removal of the same large particulates in aflush water stream 16 traveling throughflush valve 13. At least one ofbiofilter tank 10 and the 17 a and 17 b connected tochannels intake inlet 11 and output outlet 12, respectively, includes at least onevent 60 for pressure equalization. Optionally, at least one ofintake inlet 11, output outlet 12,channel 17 a orchannel 17 b includes aflow meter sensor 18 to measure flow volume ofuntreated water stream 14 or purifiedwater stream 15. -
Filtration mass 20 removes water contaminants by straining, adsorption and/or biological remediation. Biodegradable contaminants inuntreated water stream 14 provide food for microorganisms infiltration mass 20 and become biomass.Filtration mass 20 adsorbs these contaminants, which has an impact onfiltration mass 20. -
Filtration mass 20 is made up of separate layers ofgravel 21 and non-gravel material. In the exemplary embodiment, non-gravel material is activatedcarbon 22 and optionalion exchange material 23.Gravel 21 is crushed rock having an average diameter ranging from approximately 5 mm to approximately 30 mm.Activated carbon 22 is granular activated carbon having a mesh size ranging from approximately 8 to approximately 12.Ion exchange material 23 also has a mesh size ranging from approximately 8 to approximately 12. - In the exemplary embodiment,
ion exchange material 23 is zeolite. In other embodiments,ion exchange material 23 is a synthetic material specifically selected to target a particular contaminant of interest that can be biodegraded or bioaccumulated. By way of non-limiting example, in one embodiment,ion exchange material 23 is a tannin anion resin targeting humic acids and tannins. Certain embodiments may use multiple differention exchange materials 23 to target multiple contaminants of interest. - In certain embodiments, at least one of activated
carbon 22 andion exchange material 23 includes a bioculture seed. Bioculture seeds may include custom cultures generated for the particulate contaminant stream of interest by mixing an environmental source (i.e., soil, sludge) with a growth media containing nutrients and the desired target contaminants. Bioculture seeds may include commercial aerobic cultures such as those used for the aquarium industry, or pure cultures of microbes with desired physiological attributes for the desired biodegradation process or environment. - A
mesh screen 24 separatesgravel 21 from activatedcarbon 22 andion exchange material 23. In the exemplary embodiment,filtration mass 20 makes up approximately 50% to approximately 85% of the volume ofbiofilter tank 10.Gravel 21 makes up approximately 3% to approximately 10% offiltration mass 20.Activated carbon 22 makes up approximately 60% to approximately 97% offiltration mass 20.Ion exchange material 23 makes up to approximately 30% offiltration mass 20. - In the exemplary embodiment, self-regenerating
biofilter 100 includescontroller 30.Controller 30 connects to flushvalve 13, allowing it to control when self-regeneratingbiofilter 100 drains and regenerates. In the exemplary embodiment,controller 30 includes atimer 31, amemory 32, abiomass sensor 33, at least onepower source 34 and acontroller interface 35.Timer 31 allowsflush valve 13 to open and close according to a pre-programmed cycle, which may be located inmemory 32. The duty cycle forflush valve 13 may range from approximately 10% to approximately 90%, depending on the contaminant loading rate on a given volume and geometry offilter mass 20 and the adsorptive capacity offilter mass 20 for the contaminant. In the exemplary embodiment,flush valve 13 has an approximately 50% duty cycle, open for approximately four hours and closed for approximately four hours, allowing degradation of biodegradable contaminants on activatedcarbon 22 andion exchange material 23. -
Biomass sensor 33 provides a user orcontroller 30 with information about the level of biomass in self-regeneratingbiofilter 100. This allows automated or manual triggering of a biomass removal cycle when biomass in self-regeneratingbiofilter 100 has reached a critical level. In one embodiment,biomass sensor 33 senses a head differential acrossfilter mass 20. In another embodiment,biomass sensor 33 senses UV light absorbance acrossfilter mass 20.Power source 34 may be a DC or AC voltage source.Power source 34 couples tocontroller 30 and other parts of self-regeneratingbiofilter 100 that might require power. In certain embodiments, each part of self-regeneratingbiofilter 100 that might require power has aseparate power source 34.Controller 30 optionally includes acontroller interface 35, which may permit a user to enter commands to and receive output information fromcontroller 30. -
Compressed air line 40 is located just belowmesh screen 24. Anair source 41, such as, but not limited to an air compressor or compressed air cylinder, provides anair stream 42 throughcompressed air line 40.Controller 30 may connect to airsource 41, allowingcontroller 30 to control the flow of air throughcompressed air line 40. During a biomass removal cycle,air stream 42 travels throughcompressed air line 40 and entersbiofilter tank 10 through at least oneair line aperture 43.Air stream 42 can also enter intofiltration mass 20 after draining self-regeneratingbiofilter 100 to further increase oxygen concentrations. A resistive heater may pre-warmair stream 42 to increase the temperature offiltration mass 20 during regeneration. - Combined with an influx of
untreated water stream 14 fromintake inlet 11,air stream 42 fluidizes and tumbles activatedcarbon 22 andion exchange material 23, removing biomass from activatedcarbon 22 andion exchange material 23. In the exemplary embodiment, biomass removal occurs every two days. This frequency may increase for untreated water streams 14 having high amounts of biodegradable contaminants. The frequency of biomass removal may likewise decrease for untreated water streams 14 having low amounts of biodegradable contaminants. In certain embodiments, use ofair stream 42 may not be necessary for untreated water streams 14 having low amounts of biodegradable contaminants. - In the exemplary embodiment, self-regenerating
biofilter 100 includesheating element 50. Although self-regeneratingbiofilter 100 does not require heat in many environments, certain biological degradation processes may accelerate due to application of heat creating an optimal temperature for biodegradation rates and biomass production.Heating element 50 is located withinbiofilter tank 10 and couples tocontroller 30. Athermal sensor 51 coupled tocontroller 30 takes temperature readings to ensure that the temperature does not increase or decrease to undesired levels. -
FIG. 2 illustrates an exemplary embodiment of a self-regeneratingbiofilter system 200. Self-regeneratingbiofilter system 200 includes at least one self-regeneratingbiofilter 100 and acentral controller 210. Self-regeneratingbiofilter system 200 is a scalable system. The exemplary embodiment shows a self-regeneratingbiofilter system 200 with a single self-regeneratingbiofilter 100 having a volume of 5 gallons, with a daily flow-through volume of approximately 50 gallons. Another embodiment incorporates twelve self-regeneratingbiofilters 100, each having a volume of 210 gallons. This self-regeneratingbiofilter system 200 has a daily flow-through volume of approximately thirty thousand gallons. -
Central controller 210 connects tocontroller 30 andflush valve 13, allowing it to both send commands tocontroller 30 and overridecontroller 30 to openflush valve 13. Certain embodiments of self-regeneratingbiofilter system 200 replacecontroller 30 withcentral controller 210.Central controller 210 may also directly connect to any sensors of self-regeneratingbiofilter 100, such as, but not limited to, flowmeter sensor 18,biomass sensor 32 orthermal sensor 51. -
Central controller 210 optionally includes acentral timer 211, which allowsflush valve 13 to open and close according to a pre-programmed cycle that may be stored incentral memory 212. In embodiments incorporating multiple self-regeneratingbiofilters 100,central timer 211 allows coordination between self-regeneratingbiofilters 100. This ensures that at least one self-regeneratingbiofilter 100 is available for use at all times. This also allows self-regeneratingbiofilter system 200 to operate at peak capacity during peak gray water generation or demand times, such as, but not limited to, business hours in an office building or morning and evening in a residence, while reserving a smaller capacity for times when predicted demand is not as great.Central controller 210 optionally includes acentral interface 213, which may permit a user to enter commands to and receive output information fromcentral controller 210 and/orcontroller 30. -
FIGS. 3a and 3b illustrate an exemplary embodiment of amethod 300 for using self-regeneratingbiofilter 100. - In
step 302, self-regeneratingbiofilter 100 receives an influx ofuntreated water stream 14 throughintake inlet 11. - In
step 304, self-regeneratingbiofilter 100 filtersuntreated water stream 14 throughfiltration mass 20, transforming it into purifiedwater stream 15. - In
step 306, self-regeneratingbiofilter 100 expels purifiedwater stream 15 through output outlet 12. - In
step 308, self-regeneratingbiofilter 100 stops receiving the influx ofuntreated water stream 14 throughintake inlet 11. - In
step 310, self-regeneratingbiofilter 100 opensflush valve 13. - In
step 312, self-regeneratingbiofilter 100 drainsflush water stream 16 throughflush valve 13. - In step 314, self-regenerating
biofilter 100 closesflush valve 13. - In
step 316, self-regeneratingbiofilter 100 waits for a predetermined time period before continuingmethod 300. - In
step 318,method 300 repeats steps 302-316 n times, untilmethod 300 meets a preselected condition. This condition may be for elapsed time, volume of water treated or amount of biomass in self-regeneratingbiofilter 100. - In
step 320, self-regeneratingbiofilter 100 receives an influx ofuntreated water stream 14 throughintake inlet 11. - In
optional step 322, self-regeneratingbiofilter 100 receivesair stream 42 throughcompressed air line 40. 318 and 320 may be performed simultaneously.Steps - In
step 324, self-regeneratingbiofilter 100 opensflush valve 13. - In
step 326, self-regeneratingbiofilter 100 drainsflush water stream 16 throughflush valve 13. - In
step 328, self-regeneratingbiofilter 100 closesflush valve 13. - It will be understood that many additional changes in the details, materials, procedures and arrangement of parts, which have been herein described and illustrated to explain the nature of the invention, may be made by those skilled in the art within the principle and scope of the invention as expressed in the appended claims.
- It should be further understood that the drawings are not necessarily to scale; instead, emphasis has been placed upon illustrating the principles of the invention. Moreover, the terms “substantially” or “approximately” as used herein may be applied to modify any quantitative representation that could permissibly vary without resulting in a change in the basic function to which it is related.
Claims (20)
1. A self-regenerating biofilter apparatus comprising:
a biofilter tank, wherein said biofilter tank comprises an intake inlet connected to a first channel, an output outlet connected to a second channel, and a flush valve;
a filtration mass located within said biofilter tank and at least partially above said intake inlet and said flush valve, said filtration mass comprising a layer of gravel and a layer of non-gravel materials, wherein said layer of non-gravel material comprises activated carbon;
a mesh screen separating said layer of gravel from said layer of non-gravel material; and
a compressed air line located at least partially within said biofilter tank below said mesh screen.
2. The apparatus of claim 1 , wherein said biofilter tank has a volume ranging from approximately 5 gallons to approximately 5,000 gallons, and wherein said biofilter tank has a daily flow-through volume ranging from approximately 50 gallons to approximately 50,000 gallons.
3. The apparatus of claim 1 , wherein said flush valve is selected from the group consisting of: a solenoid valve, a butterfly valve, a ball valve and a pinch valve.
4. The apparatus of claim 1 , wherein said filtration mass makes up approximately 50% to approximately 85% of a volume of said biofilter tank, wherein said layer of gravel comprises approximately 3% to approximately 10% of said filtration mass, wherein said layer of activated carbon comprises approximately 60% to approximately 97% of said filtration mass.
5. The apparatus of claim 1 , wherein said layer of gravel has an average diameter ranging from approximately 5 mm to approximately 30 mm, wherein said layer of non-gravel material has a mesh size ranging from approximately 8 to approximately 12.
6. The apparatus of claim 1 , wherein said layer of non-gravel material further comprises a bioculture seed.
7. The apparatus of claim 1 , wherein said filtration mass further comprises a layer of ion exchange material, wherein said layer of ion exchange material comprises up to approximately 30% of said filtration mass.
8. The apparatus of claim 1 , further comprising a controller connected to said flush valve and connected to a power source.
9. The apparatus of claim 8 , further comprising a timer connected to said controller.
10. The apparatus of claim 8 , further comprising a memory connected to said controller, wherein said memory is configured with at least one pre-programmed cycle for opening and closing said flush valve.
11. The apparatus of claim 8 , further comprising a biomass sensor connected to said controller.
12. The apparatus of claim 8 , further comprising a controller interface connected to said controller.
13. The apparatus of claim 1 , further comprising a heating element located within said biofilter tank.
14. The apparatus of claim 1 , further comprising a thermal sensor at least partially located within said biofilter tank.
15. A self-regenerating biofilter system comprising:
at least one self-regenerating biofilter apparatus, wherein said at least one self-regenerating biofilter apparatus comprises:
a biofilter tank, wherein said biofilter tank comprises an intake inlet connected to a first channel, an output outlet connected to a second channel, and a flush valve;
a filtration mass located within said biofilter tank and at least partially above said intake inlet and said flush valve, said filtration mass comprising a layer of gravel and a layer of non-gravel materials, wherein said layer of non-gravel material comprises activated carbon;
a mesh screen separating said layer of gravel from said layer of non-gravel material; and
a compressed air line located at least partially within said biofilter tank below said mesh screen;
a central controller connected to said flush valve and connected to a power source.
16. The system of claim 15 , further comprising a central timer connected to said central controller.
17. The system of claim 15 , further comprising a central memory connected to said central controller, wherein said central memory is configured with at least one pre-programmed cycle for opening and closing said flush valve.
18. The system of claim 15 , further comprising a central interface connected to said central controller.
19. A method for using a self-regenerating biofilter apparatus comprising the steps of:
iteratively invoking a function n times, wherein said function comprises the steps of:
receiving an untreated water stream into a biofilter tank through an intake inlet connected to a first channel, wherein said biofilter tank comprises said intake inlet connected to said first channel and receiving said untreated water stream, wherein said biofilter tank comprises an output outlet connected to a second channel and expelling a purified water stream, wherein said biofilter tank comprises a flush valve expelling a flush water stream
filtering said untreated water stream through a filtration mass to transform said untreated water stream into said purified water stream, said filtration mass comprising a layer of gravel and a layer of non-gravel materials, wherein said layer of non-gravel material comprises activated carbon, wherein said filtration mass is located within said biofilter tank and at least partially above said intake inlet and said flush valve, wherein a mesh screen separates said layer of gravel from said layer of non-gravel material, wherein a compressed air line is located at least partially within said biofilter tank below said mesh screen,
expelling said purified water stream through said output outlet connected to said second channel,
stopping receiving said untreated water stream, opening said flush valve,
draining said flush water stream through said flush valve, closing said flush valve, and
waiting for a predetermined time period before invoking another iteration of said function;
receiving said untreated water stream into said biofilter tank through said intake inlet;
opening said flush valve;
draining said flush water stream through said flush valve; and
closing said flush valve.
20. The method of claim 19 , further comprising the step of receiving an air stream through said compressed air line.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US14/870,824 US20170088448A1 (en) | 2015-09-30 | 2015-09-30 | Self-regenerating biofilter |
| US15/942,438 US10494272B2 (en) | 2015-09-30 | 2018-03-31 | Self-regenerating biofilter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US14/870,824 US20170088448A1 (en) | 2015-09-30 | 2015-09-30 | Self-regenerating biofilter |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US15/942,438 Division US10494272B2 (en) | 2015-09-30 | 2018-03-31 | Self-regenerating biofilter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20170088448A1 true US20170088448A1 (en) | 2017-03-30 |
Family
ID=58406460
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US14/870,824 Abandoned US20170088448A1 (en) | 2015-09-30 | 2015-09-30 | Self-regenerating biofilter |
| US15/942,438 Active US10494272B2 (en) | 2015-09-30 | 2018-03-31 | Self-regenerating biofilter |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US15/942,438 Active US10494272B2 (en) | 2015-09-30 | 2018-03-31 | Self-regenerating biofilter |
Country Status (1)
| Country | Link |
|---|---|
| US (2) | US20170088448A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20180350673A1 (en) * | 2017-05-31 | 2018-12-06 | United Microelectronics Corp. | Method of forming a semiconductor structure |
| CN112028398A (en) * | 2020-08-26 | 2020-12-04 | 广西金妙松环保工程有限公司 | High-efficiency denitrification and dephosphorization aeration biological filter integrated equipment |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3717251A (en) * | 1970-09-03 | 1973-02-20 | Q Hampton | Method and apparatus for filtering solids |
| CA1148675A (en) * | 1980-03-03 | 1983-06-21 | Charles D. Hughes | Upflow reactor filter assembly |
| EP2155613A1 (en) * | 2007-04-18 | 2010-02-24 | H2q Water Industries LTD. | Filter medium |
-
2015
- 2015-09-30 US US14/870,824 patent/US20170088448A1/en not_active Abandoned
-
2018
- 2018-03-31 US US15/942,438 patent/US10494272B2/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20180350673A1 (en) * | 2017-05-31 | 2018-12-06 | United Microelectronics Corp. | Method of forming a semiconductor structure |
| CN112028398A (en) * | 2020-08-26 | 2020-12-04 | 广西金妙松环保工程有限公司 | High-efficiency denitrification and dephosphorization aeration biological filter integrated equipment |
Also Published As
| Publication number | Publication date |
|---|---|
| US10494272B2 (en) | 2019-12-03 |
| US20190047876A1 (en) | 2019-02-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US7767078B2 (en) | System for treating produced water | |
| CN102417273B (en) | Dynamic membrane purifying reactor and method for removing ammonia nitrogen and organic matters from reclaimed water | |
| HK1198363A1 (en) | System and method for wastewater treatment | |
| CN110510809B (en) | Domestic sewage advanced treatment system without using chemical agent and disinfectant | |
| KR101697155B1 (en) | Simple water purification appratus having central management and control system | |
| KR101948006B1 (en) | Water purifier | |
| AU2015261726A1 (en) | Method for the treatment of water comprising a step of adsorption on ion-exchanging resin and a step of ballasted coagulation/flocculation and of separation, and corresponding plant | |
| US10494272B2 (en) | Self-regenerating biofilter | |
| KR101687571B1 (en) | Portable water purification apparatus of assembly type according to ingredients of water | |
| Affam et al. | Operational performance of vertical upflow roughing filter for pre-treatment of leachate using limestone filter media | |
| CN103304034B (en) | Method and device for purifying water body with heavy-metal pollution | |
| US20160194221A1 (en) | System and method for removing sulfates from water | |
| CN202729844U (en) | Movable adsorption device for high concentration organic waste water | |
| CN104944638A (en) | Treatment method for high-salinity and low-pollution industrial wastewater | |
| CN106103355A (en) | Biofiltration in conjunction with centrifugal action | |
| Wąsik et al. | Effectiveness of indicator bacteria removal in vertical flow filters filled with natural materials | |
| KR101748778B1 (en) | Multi-level eco-friendly sewage treatment system | |
| CN106186322A (en) | A kind of low energy consumption tubular membrane processes garbage filter liquid device | |
| CN105080522B (en) | Adsorption material continuous circulation regeneration fluidized bed | |
| US10315935B2 (en) | Apparatus, systems, and methods for removing total dissolved solids from a fluid | |
| KR101566953B1 (en) | Liquid treatment facility | |
| CN103304091A (en) | Ultrafiltration system | |
| CN100572308C (en) | A kind of urea-containing analytic waste water treatment system and method | |
| CN109867372B (en) | Adsorption-membrane separation coupling device for removing antibiotics in wastewater and wastewater treatment method | |
| CN108136293A (en) | Method and apparatus for mitigating biofouling in reverse osmosis membranes |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |