Method and system for nitrifying and denitrifying wastewater

• US 7,147,778 B1
• Filed: 01/05/2006
• Issued: 12/12/2006
• Est. Priority Date: 01/05/2006
• Status: Active Grant

• Current Assignee: I. Kruger Inc. (Veolia Environnement SA)
• Original Assignee: I. Kruger Inc. (Veolia Environnement SA)
• Inventors: Wood, Luther, Zhao, Hong, DiMassimo, Richard W., Hong, Sun-Nan
• Primary Examiner(s): Prince, Fred G.
• Application Number:
  US11/326,538
• Time in Patent Office: 341 Days
• Field of Search: 210/605, 210/620, 210/621, 210/623, 210/630, 210/903, 210/906
• US Class Current: 210/605
• CPC Class Codes: C02F 3/121 Multistep treatment
• CPC Class Codes: C02F 3/1263 Sequencing batch reactors [SBR]
• CPC Class Codes: C02F 3/1268 Membrane bioreactor systems
• CPC Class Codes: C02F 3/301 Aerobic and anaerobic treatment in the same reactor
• CPC Class Codes: C02F 3/302 Nitrification and denitrification treatment C02F3/308 takes precedence
• CPC Class Codes: Y02W 10/10 Biological treatment of water, waste water, or sewage
• CPC Class Codes: Y10S 210/903 Nitrogenous
• CPC Class Codes: Y10S 210/906 Phosphorus containing

Abstract

A wastewater treatment system is provided that includes first and second reactors, each operative to nitrify or denitrify wastewater contained therein. Downstream from the first and second reactors is a membrane reactor that operates under aerobic conditions and includes one or more submersed membranes for separating solids. Extending between the membrane reactor and each of the first and second reactors is a return activated sludge line with appropriate controls for permitting return activated sludge to be directed to one of the reactors at a time. To nitrify and denitrify wastewater, a wastewater influent stream is alternatively directed to the anoxic reactors which are alternatively operated under aerobic and anoxic conditions so as to nitrify or denitrify the wastewater contained therein. To reduce or minimize the dissolved oxygen return from the membrane reactor to the first and second reactors, the flow of return activated sludge is controlled such that generally return activated sludge is returned to the reactor operating under aerobic conditions.

Claims

1. A process of nitrifying and denitrifying wastewater and reducing or minimizing the DO concentration in a denitrification zone of a nitrification/denitrification system that includes an aerobic reactor having one or more immersed membranes contained therein comprising:

a. alternatively directing a wastewater influent into first and second zones;

b. at various times during the process maintaining the first zone as a nitrification zone and maintaining the second zone as a denitrification zone, and at various other times, maintaining the first zone at a denitrification zone and the second zone as a nitrification zone;

c. directing wastewater from either of the first or second zones to the downstream aerobic reactor having the one or more immersed membranes therein;

d. aerating the aerobic reactor;

e. directing wastewater in the aerobic reactor into the one or more immersed membranes and separating the wastewater into a permeate and return activated sludge;

f. pumping the permeate from the one or more immersed membranes in the aerobic reactor;

g. returning activated sludge from the aerobic reactor to either of the first or second zones; and

h. during the process reducing or minimizing the DO concentration in the denitrification zones by selectively directing the return activated sludge to one of the first or second zones being maintained as a nitrification zone and switching the flow of the return activated sludge during the process between the first and second zones so as to direct the return activated sludge to the first or second zone being maintained as the nitrification zone.

2. The process of claim 1 wherein the wastewater flow from the first and second zones to the downstream aerobic reactor is switched such that the flow of wastewater to the downstream aerobic reactor is from the zone being maintained as a nitrification zone.

3. The process of claim 2 wherein wastewater is directed from the first or second zone being maintained as a denitrification zone to the other zone.

4. The process of claim 2 wherein at various times both the first and second zones are maintained as nitrification zones.

5. The process of claim 1 wherein at various times one of the first or second zones is maintained as a denitrification zone and the other zone is maintained as a nitrification zone.

6. The process of claim 1 including removing phosphorus from the wastewater by directing the wastewater into an anaerobic zone upstream from the first and second zones that are alternatively maintained as nitrification and denitrification zones.

7. The process of claim 6 further including at various times recycling wastewater from the first or second zone when denitrifying the wastewater therein to the anaerobic zone.

8. The process of claim 6 including alternatively recycling wastewater from either the first or second zone to the anaerobic zone as the first and second zones are switched between nitrifying and denitrifying zones.

9. A process of nitrifying and denitrifying wastewater utilizing first and second reactors and a downstream third aerobic reactor having one or more immersed membrane filters contained therein, the process comprising:

a. alternatively directing influent wastewater into the first and second reactors;

b. alternatively nitrifying and denitrifying the wastewater in the first and second reactors such that at one time the first reactor performs a nitrification function while the second reactor performs a denitrification function, and at another time the first reactor performs a denitrifying function while the second reactor performs a nitrifying function;

c. alternatively directing influent from the first and second reactors to the downstream third aerobic reactor having the one or more immersed membrane filters contained therein;

d. filtering the wastewater in the downstream third aerobic reactor by directing the wastewater into the immersed membrane filter and separating the wastewater into filtered effluent and activated sludge;

e. pumping the filtered effluent from the immersed membrane filter; and

f. returning activated sludge from the downstream third aerobic reactor having the immersed membrane filtered therein to one of the first or second reactors functioning to nitrify the wastewater.

10. The process of claim 9 wherein during the process of treating the wastewater each of the first and second reactors switch between nitrifying and denitrifying the wastewater;

and wherein there is provided a return activated sludge line between the downstream third aerobic reactor and each of the first and second reactors, and wherein the flow of return activated sludge is switched between the two return activated sludge lines such that return activated sludge is recycled to the first or second reactor nitrifying the wastewater.

11. The process of claim 10 including removing phosphorus in the wastewater by directing the wastewater into an anaerobic zone upstream from the first and second reactors that are alternatively maintained as nitrification and denitrification zones.

12. The process of claim 9 wherein during the process wastewater is directed from one of the first or second reactors denitrifying the wastewater to the other one of the first or second reactors nitrifying the wastewater.

13. The process of claim 9 wherein wastewater in the reactor nitrifying the wastewater is directed to the downstream aerobic reactor.

14. The process of claim 9 wherein the process includes at least four phases, and wherein

a. in a first phase wastewater influent is directed into the first reactor maintained under anoxic conditions and which functions to denitrify the wastewater and wherein the wastewater in the first reactor is directed to the second reactor which is maintained under aerobic conditions and nitrifies the wastewater therein, and wherein the wastewater from the second reactor is directed to the downstream third aerobic reactor where the immersed membrane filter separates the wastewater into permeate and activated sludge and a portion of the activated sludge is returned to the second reactor operating under aerobic conditions;

b. in a second phase where wastewater influent is directed into the second reactor which is maintained under aerobic conditions and nitrifies the wastewater therein while the first reactor is maintained under aerobic conditions and wherein the wastewater from the second reactor is directed to the downstream third aerobic reactor where the wastewater is separated by the immersed membrane filter into permeate and return activated sludge, and wherein the return activated sludge is directed from the downstream third aerobic reactor to the second reactor;

c. in a third phase the wastewater influent is directed into the second reactor which is maintained under anoxic conditions and denitrifies the wastewater therein, wherein the wastewater in the second reactor is directed to the first reactor which is maintained under aerobic conditions and nitrifies the wastewater therein and wherein the wastewater from the first reactor is directed to the downstream third aerobic reactor where the wastewater is separated by the immersed membrane filter into permeate and return activated sludge, and wherein the return activated sludge is directed from the downstream third aerobic reactor to the first reactor; and

d. in a fourth phase wastewater influent is directed into the first reactor which is maintained under aerobic conditions and nitrifies the wastewater therein while the second reactor is maintained under aerobic conditions and nitrifies the wastewater therein, and wherein the wastewater in the first reactor is directed to the downstream aerobic reactor where the immersed membrane filter separates the wastewater into permeate and return activated sludge, and wherein the return activated sludge is directed from the downstream aerobic reactor to the first reactor.

15. The process of claim 14 wherein the detention time of the wastewater is approximately 2 to 6 hours.

16. The process of claim 14 wherein in the first phase wastewater is directed from the first reactor to the second reactor and in the third phase wastewater is directed from the second reactor to the first reactor.

17. The process of claim 16 including recycling wastewater from the first or second reactor while anoxic conditions are being maintained therein to the anaerobic reactor.