NITROGEN REMOVAL SYSTEM AND PROCESS

1 . A wastewater treatment system comprising:

a basin configured to subject wastewater to an activated sludge-based biological treatment wherein nitrogen is removed from the wastewater;

an N2O sensor positioned in the basin and configured to produce an N2O detection in the biological treatment; and

an organic carbon source fluidly connected to the basin, the wastewater treatment system being configured to dose organic carbon from the organic carbon source to the biological treatment based on the N2O detection so that the wastewater treatment system controls an N2O level of the biological treatment via the organic carbon.

2 . The wastewater treatment system of claim 1 , wherein the basin is a sequencing batch reactor configured to cycle the biological treatment through aerobic and anoxic periods.

3 . The wastewater treatment system of claim 1 , wherein the wastewater treatment system is further configured to utilize continuous flow, cyclic aeration; the basin forming an anaerobic region and an anoxic region, the N2O sensor being positioned in at least one of the anaerobic region and the anoxic region, the wastewater treatment system being configured to dose the organic carbon into the anoxic region.

4 . The wastewater treatment system of claim 1 , further comprising an additional N2O sensor positioned in the basin, wherein the wastewater treatment system is further configured to utilize continuous flow, cyclic aeration; the basin forming an anaerobic region and an anoxic region, the N2O sensor being positioned in the anaerobic region, the additional sensor being positioned in the anoxic region, the wastewater treatment system being further configured to dose the organic carbon into the anaerobic region and the anoxic region.

5 . The wastewater treatment system of claim 1 , wherein the basin forms an anaerobic biomass fermentation zone.

6 . The wastewater treatment system of claim 5 , further comprising a plurality of N2O sensors including the N2O sensor, the plurality of N2O sensors being spaced apart from each other along a flow direction in the basin.

7 . The wastewater treatment system of claim 1 , further comprising at least one of a nitrite sensor and a nitrate sensor positioned in the basin, the wastewater treatment system being further configured to dose organic carbon from the organic carbon source to the biological treatment based on a reading of the at least one of the nitrite sensor and the nitrate sensor.

8 . The wastewater treatment system of claim 1 , wherein the organic carbon source is at least one of a primary sludge fermentation system, a biomass fermentation system, and an external organic carbon feed product and wherein the organic carbon source is at least one of glycerol, methanol, and acetate.

9 . The wastewater treatment system of claim 1 , wherein the wastewater treatment system is further configured to utilize at least one of nitrification (ammonium oxidation to nitrate), partial nitritation (ammonium oxidation to nitrite), denitrification with nitrite (nitrite reduction to nitrogen gas), partial denitritation (nitrate reduction to nitrite), and denitrification (nitrate reduction to nitrogen gas).

10 . The wastewater treatment system of claim 1 , wherein the wastewater treatment system is further configured to set a dosing rate relative to a flow of the organic carbon into the basin.

11 . A method of treating wastewater, the method comprising steps of:

subjecting the wastewater to an activated sludge-based biological treatment in a basin wherein nitrogen is removed from the wastewater;

producing an N2O detection in the biological treatment via an N2O sensor; and

dosing organic carbon from an organic carbon source to the biological treatment based on the N2O detection thereby controlling an N2O level of the biological treatment via the organic carbon.

12 . The method of claim 11 , wherein the basin is a sequencing batch reactor, the subjecting step comprising cycling the biological treatment through aerobic and anoxic periods.

13 . The method of claim 11 , the subjecting step comprising:

forming an anaerobic region and an anoxic region in the biological treatment; and

utilizing continuous flow, cyclic aeration;

the producing step including detecting an amount of N2O in at least one of the anaerobic region and the anoxic region,

the dosing step including dosing the organic carbon into the anoxic region.

14 . The method of claim 11 , the subjecting step comprising:

forming an anaerobic region and an anoxic region; and

utilizing continuous flow, cyclic aeration;

the producing step including detecting an amount of N2O in the anaerobic region and the anoxic region, the dosing step including dosing the organic carbon into the anaerobic region and the anoxic region.

15 . The method of claim 11 , the subjecting step including forming an anaerobic biomass fermentation zone.

16 . The method of claim 15 , the producing step including taking N2O readings at spaced apart locations along a flow direction in the basin.

17 . The method of claim 11 , further comprising a step of detecting at least one of an amount of nitrite and an amount of nitrate in the biological treatment, the dosing step including dosing organic carbon from the organic carbon source to the biological treatment based on at least one of a nitrite reading and a nitrate reading of the detecting step.

18 . The method of claim 11 , wherein the organic carbon source is at least one of a primary sludge fermentation system, a biomass fermentation system, and an external organic carbon feed product, and wherein the organic carbon source is at least one of glycerol, methanol, and acetate.

19 . The method of claim 11 , wherein the subjecting step utilizes at least one of nitrification (ammonium oxidation to nitrate), partial nitritation (ammonium oxidation to nitrite), denitrification with nitrite (nitrite reduction to nitrogen gas), partial denitritation (nitrate reduction to nitrite), and denitrification (nitrate reduction to nitrogen gas).

20 . A method of treating wastewater, the method comprising steps of:

subjecting the wastewater to an activated sludge-based biological treatment in a basin wherein nitrogen is removed from the wastewater, including:

forming an anaerobic region and an anoxic region in the biological treatment; and

utilizing continuous flow, cyclic aeration,

producing an N2O detection in at least one of the anaerobic region and the anoxic region; and

dosing organic carbon from an organic carbon source into the anoxic region of the biological treatment based on the N2O detection thereby controlling an N2O level of the biological treatment via the organic carbon,

wherein the organic carbon is from at least one of a primary sludge fermentation system, a biomass fermentation system, and an external organic carbon feed product including at least one of glycerol, methanol, and acetate, and

wherein the subjecting step utilizes at least one of nitrification (ammonium oxidation to nitrate), partial nitritation (ammonium oxidation to nitrite), denitrification with nitrite (nitrite reduction to nitrogen gas), partial denitritation (nitrate reduction to nitrite), denitrification (nitrate reduction to nitrogen gas), and anaerobic ammonium oxidation (Anammox).