Wastewater Treatment Using Lagoons and Nitrification without Subsequent Clarification or Polishing
The disclosed lagoon biological treatment system helps existing wastewater treatment facilities meet stricter discharge permits mandated by the EPA utilizing a facility's existing wastewater treatment infrastructure. Influent is pumped into and processed in an aerated or non-aerated lagoon system, thus initially treating the wastewater to reduce BODS (Biochemical Oxygen Demand) and TSS (Total Suspended Solids) to approximately 20-30 mg/L. Then the wastewater is transferred to and processed in a nitrification reactor, where sufficient nitrifying bacteria is present to reduce nitrogen levels to regulation-acceptable levels without needing to regulate temperature of the water in the nitrification reactor. Wastewater may also be further processed in a denitrifying reactor if necessary to meet local requirement. Post-nitrification polishing of the wastewater is foregone.
1 . A method for treating wastewater in a treatment system, comprising:
introducing influent wastewater into a lagoon and allowing the wastewater to remain within the lagoon for a period of time to reduce biochemical oxygen demand (BOD5) and total suspended solids (TSS) levels within the wastewater;
after the wastewater has sat for said period of time, transferring partially processed wastewater having reduced levels of BOD5 and TSS from the lagoon to a moving-bed nitrification reactor containing high-surface-area media providing about 2,000 square meters or more of surface area per cubic meter of media;
aerating the wastewater within the moving-bed nitrification reactor by means of fine-bubble aeration;
allowing ammonia levels within the wastewater held within the moving-bed nitrification reactor to be reduced through aerobic, bacterial-based nitrification using nitrifying bacteria that have colonized the high-surface-area media; and
discharging product fluid from the moving-bed nitrification reactor, the product fluid comprising wastewater that has been processed to reduce BOD5, TSS, and ammonia levels to at or below predetermined maximum levels.
2 . The method of claim 1 , wherein processed wastewater is discharged from the treatment system without clarifying or polishing the product fluid that has been discharged from the moving-bed nitrification reactor to remove solids.
3 . The method of claim 1 , wherein the temperature of the wastewater within the nitrification reactor is not regulated and is 1° C. or less.
4 . The method of claim 1 , further comprising treating the wastewater in the lagoon to facilitate reduction of BOD5 and/or TSS.
5 . The method of claim 4 , wherein the wastewater in the lagoon is aerated.
6 . The method of claim 4 , wherein the wastewater in the lagoon is mixed.
7 . The method of claim 4 , wherein the wastewater in the lagoon is covered to retard algae growth.
8 . The method of claim 1 , further comprising transferring the product fluid from the moving-bed nitrification reactor to a denitrification reactor and allowing nitrate to be removed from the product fluid in the denitrification reactor via anaerobic, bacterial-based denitrification.
9 . The method of claim 8 , further comprising dosing carbon to the denitrification reactor to support the anaerobic bacteria therein.
10 . The method of claim 9 , wherein carbon is dosed from a synthetic source.
11 . The method of claim 9 , wherein carbon is dosed by mixing a portion of influent wastewater with wastewater contained within the denitrification reactor.