Methods and Systems for Producing Granules of Biomass in the Treatment of Wastewater
Methods and systems for the production of granules of biomass in the treatment of wastewater. Organic matter is removed from wastewater in an anaerobic zone and then in an aerobic zone. Waste activated sludge is transferred from the aerobic zone to the anaerobic zone and is used in the formation of granulated biomass in the anaerobic zone. Excess granulated biomass may be removed from the anaerobic zone.
1 . A method for treating wastewater, comprising
treating wastewater in an anaerobic zone to remove organic matter from the wastewater and to form granules of a biomass;
transferring wastewater effluent from the anaerobic zone to an aeration zone;
treating the wastewater effluent with a source of oxygen and an activated sludge in the aeration zone to further remove organic matter from the wastewater effluent and to form additional activated sludge;
transferring a portion of the activated sludge from the aeration zone to the anaerobic zone; and
wherein the growth yield of the granules of biomass is greater than about 6%
2 . The method of claim 1 , further comprising:
removing a portion of the granules of biomass from the anaerobic zone.
3 . The method of claim 1 , wherein anaerobic zone comprises an upflow anaerobic sludge blanket reactor.
4 . The method of claim 2 , wherein the removed portion of the granules of biomass comprises an excess of granules formed in the anaerobic zone.
5 . The method of claim 1 , wherein the growth yield of biomass in the anaerobic zone is at least about 7%.
6 . The method of claim 1 , wherein the growth yield of biomass in the anaerobic zone is at least about 12%.
7 . The method of claim 1 , wherein the wastewater comprises industrial wastewater.
8 . The method of claim 1 , wherein the wastewater comprises effluent from a process for manufacturing of terephthalic acid.
9 . The method of claim 1 , wherein the wastewater comprises effluent from a process for manufacturing a biofuel.
10 . The method of claim 1 , wherein substantially no activated sludge is removed from the aeration zone during operation other than the portion transferred from the aeration zone to the anaerobic zone.
11 . The method of claim 1 , wherein portion of the activated sludge transferred from the aeration zone to the anaerobic zone is transferred directly and without any treatment steps.
12 . A method for treating wastewater, comprising
treating wastewater in an anaerobic zone to remove organic matter from the wastewater and to form granules of a biomass;
transferring wastewater effluent from the anaerobic zone to an aeration zone;
treating the wastewater effluent with a source of oxygen and an activated sludge in the aeration zone to further remove organic matter from the wastewater effluent and to form additional activated sludge;
transferring a portion of the activated sludge from the aeration zone to the anaerobic zone; and
removing a portion of the granules of biomass from the anaerobic zone.
13 . The method of claim 12 , wherein anaerobic zone comprises an upflow anaerobic sludge blanket reactor.
14 . The method of claim 12 , wherein the removed portion of the granules of biomass comprises an excess of granules formed in the anaerobic zone.
15 . The method of claim 12 , wherein the wastewater comprises industrial wastewater.
16 . The method of claim 12 , wherein the wastewater comprises effluent from a process for manufacturing of terephthalic acid.
17 . The method of claim 12 , wherein the wastewater comprises from a process for manufacturing a biofuel.
18 . The method of claim 12 , wherein substantially no activated sludge is removed from the aeration zone during operation other than the portion transferred from the aeration zone to the anaerobic zone.
19 . The method of claim 12 , wherein portion of the activated sludge transferred from the aeration zone to the anaerobic zone is transferred directly and without any treatment steps.
20 . A system for treating wastewater, comprising
an anaerobic zone having a wastewater inlet, the anaerobic zone containing granules of a biomass adapted to remove organic matter in the wastewater and form additional granules of the biomass;
an aeration zone in fluid communication with the anaerobic zone;
a sludge transfer line fluidly connecting the aeration zone and the anaerobic zone; and
an outlet in the anaerobic zone adapted to recover granulated biomass from the anaerobic zone.