Process to enhance phosphorus removal for activated sludge wastewater treatment systems
View Patent ↗Contaminated wastewaters comprising biochemical oxygen demand (BOD), nitrogen and phosphorus are treated by an activated sludge process. The process utilizes an activated sludge tank, a solid-liquid separator, and a bioreactor to significantly reduce, or eliminate, waste activated sludge (WAS) within a sludge stream. A sidestream reactor is employed downstream from the bioreactor to remove soluble phosphates left in the sludge stream by the low WAS process. Within the sidestream reactor, a source of multivalent metal ions is added to a slightly alkaline sludge stream to precipitate the phosphates. The solid phosphates have a specific gravity higher than that of the organic matter in the sludge stream and may be separated from the sludge stream based upon differential settling velocity.
1. A method for treating wastewater comprising:
combining the wastewater with activated sludge in an activated sludge tank to form a mixed liquor;
transferring the mixed liquor to a solid-liquid separator to separate the mixed liquor into a clear effluent and a sludge stream;
transferring at least a portion of the sludge stream to a bioreactor;
converting phosphorus in the sludge stream into soluble phosphates in the bioreactor;
transferring at least a portion of the sludge stream from the bioreactor to a sidestream reactor;
adding a source of multivalent metal ions to the sludge stream in the sidestream reactor to precipitate phosphate solids;
separating and removing the phosphate solids from the sludge stream; and
returning the sludge stream to the activated sludge tank for further treatment with the mixed liquor.
2. The method of claim 1 , wherein the mixed liquor within the activated sludge tank is subjected to an aerobic environment.
3. The method of claim 1 , wherein the mixed liquor within the activated sludge tank is subjected to an anaerobic environment followed by at least one of an anoxic environment and an aerobic environment.
4. The method of claim 1 , wherein the bioreactor comprises a facultative sequencing digester.
5. The method of claim 1 , wherein the multivalent metal ions are selected from the group consisting of Mg 2+ and Ca 2+ .
6. The method of claim 1 , wherein the source of multivalent metal ions is selected from the group consisting of MgCl 2 , MgHCO 3 , MgO, MgSO 4 , and Mg(OH) 2 .
7. The method of claim 1 , wherein the phosphate solids are selected from the group consisting of struvite and calcium phosphate.
8. The method of claim 1 , wherein the phosphate solids comprise struvite.
9. The method of claim 1 , wherein the sludge stream in the sidestream reactor has a pH of about 8 to about 10.
10. The method of claim 1 , wherein the sludge stream in the sidestream reactor has a pH of about 8.5 to about 9.5.
11. The method of claim 1 , wherein the phosphate solids are separated from the sludge stream by mechanical means based upon differential settling velocity.
12. The method of claim 1 , wherein the phosphate solids are separated from the sludge stream by at least one of a gravity separator, a hydrocyclone and a centrifuge.
13. The method of claim 1 , wherein separating and removing the phosphate solids from the sludge steam occurs without significant removal of organic matter having a specific gravity less than that of the phosphate solids.
14. The method of claim 1 , wherein the method is one of a batch process and a continuous process.
15. A method for removing phosphorus from a low waste activated sludge treatment process comprising:
transferring a sludge stream comprising ammonia and soluble phosphates to a sidestream reactor;
adding base to the sidestream reactor until the sludge stream has a pH of about 8 to about 10;
adding a source of multivalent metal ions to the sidestream reactor;
mixing the sludge stream in the sidestream reactor to precipitate phosphate solids; and
transferring the sludge stream to a separator to remove the phosphate solids from the sludge stream.
16. The method of claim 15 , wherein the multivalent metal ions are selected from the group consisting of Mg 2+ and Ca 2+ .
17. The method of claim 15 , wherein the source of multivalent metal ions is added in stoichiometric excess.
18. The method of claim 15 further comprising adding an additional source of ammonia to the sludge stream in the sidestream reactor.
19. The method of claim 15 , wherein the sludge stream is mixed for about 20 minutes to about 2 hours.
20. The method of claim 15 , wherein the phosphate solids are selected from the group consisting of struvite and calcium phosphate.
21. The method of claim 15 , wherein the phosphate solids are removed from the sludge stream by at least one of a gravity separator, a hydrocyclone and a centrifuge.
22. The method of claim 15 , wherein at least a portion of the separated phosphate compounds are recycled back to the sidestream reactor to seed the sludge stream.
23. A method for treating wastewater comprising:
combining the wastewater with activated sludge in an activated sludge tank to form a mixed liquor;
transferring the mixed liquor to a solid-liquid separator to separate the mixed liquor into a clear effluent and a sludge stream;
passing the sludge stream through a solids separation module to remove trash and inert solids from the sludge stream;
transferring at least a portion of the sludge stream from which trash and solids were removed to a sequencing facultative digester;
converting phosphorus in the sludge stream into soluble phosphates in the sequencing facultative digester;
transferring at least a portion of the sludge stream from the sequencing facultative digester to a sidestream reactor;
adding a source of multivalent metal ions to the sludge stream in the sidestream reactor;
transferring the sludge stream in the sidestream reactor to a mechanical separator to separate the phosphate solids from the sludge stream; and
returning at least a portion of the sludge stream to the activated sludge tank for further treatment with the mixed liquor.
24. The method of claim 23 , wherein passing the sludge stream through a solids separation module removes from the sludge stream suspended inert organic and inorganic particles without significant removal of biological solids larger in size than at least some of the removed inert particles.
25. The method of claim 23 , wherein the sludge stream in the sidestream reactor has a pH of about 8 to about 10.
26. The method of claim 23 , wherein the sludge stream in the sidestream reactor is mixed for about 20 minutes to about 2 hours to precipitate phosphate solids.
27. The method of claim 23 , wherein the solids separation module comprises a screen.
28. The method of claim 23 , wherein the solids separation module comprises a mechanical separator.
29. The method of claim 23 , wherein the solids separation module comprises a screen and a mechanical separator.
30. The method of claim 28 , wherein the mechanical separator is selected from a group consisting of a gravity separator, a hydrocyclone and a centrifuge.
31. The method of claim 28 , wherein the same mechanical separator is used to separate inert solids and phosphate solids from the sludge stream.
32. The method of claim 23 , wherein the method is one of a batch process and a continuous process.
33. A method for treating wastewater comprising:
combining the wastewater with activated sludge in an anaerobic tank to form a mixed liquor;
transferring the mixed liquor to an activated sludge tank where the mixed liquor is subjected to at least one of an anoxic and an anaerobic environment;
transferring the mixed liquor to a solid-liquid separator to separate the mixed liquor into a clear effluent and a sludge stream;
transferring at least a portion of the sludge stream to a bioreactor;
converting phosphorus in the sludge stream into soluble phosphates in the bioreactor;
transferring at least a portion of the sludge stream from the bioreactor to a sidestream reactor;
adding a source of multivalent metal ions to the sludge stream in the sidestream reactor to precipitate phosphate solids; and
separating and removing the phosphate solids from the sludge stream.
34. The method of claim 33 , wherein the sludge stream is passed through at least one screen to remove large inorganic and organic particles prior to processing in the bioreactor.
35. The method of claim 33 , wherein a first separator and a second separator arranged in series are used to separate phosphate solids from the sludge stream without significant removal of organic matter having a specific gravity less than that of the phosphate solids.
36. The method of claim 35 , wherein the first separator divides the sludge stream into an overflow and an underflow comprising phosphate solids; and the underflow is then diluted with water and passed through the second separator where phosphate solids are separated from the underflow.
37. The method of claim 35 , wherein the separators are selected from the group consisting of a gravity separator, a hydrocyclone and a centrifuge.
38. The method of claim 33 , wherein the bioreactor comprises a facultative sequencing digester.
39. The method of claim 33 , wherein the multivalent metal ions are selected from a group consisting of Mg 2+ and Ca 2+ .
40. The method of claim 33 , wherein the phosphate solids are selected from the group consisting of struvite and calcium phosphate.
41. The method of claim 33 , wherein the phosphate solids comprise struvite.
42. The method of claim 33 , wherein the sludge stream in the sidestream reactor has a pH of about 8 to about 10.
43. The method of claim 33 , wherein the method is one of a batch process and a continuous process.
44. The method of claim 33 , further comprising combining the sludge stream from which the phosphate solids have been removed with the wastewater in the anaerobic tank.
45. The method of claim 33 , further comprising combining the sludge stream from which the phosphate solids have been removed with the mixed liquor in the activated sludge tank.
46. The method of claim 45 , wherein the sludge stream is combined with the mixed liquor in an oxygen-deficient zone within the activated sludge tank to form a denitrified liquor.
47. The method of claim 46 , wherein the denitrified liquor is recycled to the anaerobic tank for mixing with the wastewater.