Biological and ballasetd flocculation treatment of wastewater

• US 8,454,831 B2
• Filed: 03/08/2011
• Issued: 06/04/2013
• Est. Priority Date: 10/28/2005
• Status: Active Grant

• Current Assignee: Veolia Water Solutions & Technologies Support
• Original Assignee: Veolia Water Solutions & Technologies Support
• Inventors: Sauvignet, Phillippe, Banerjee, Kashi, Blumenschein, Charles D.
• Primary Examiner(s): Upton, Christopher
• Application Number:
  US13/042,652
• Publication Number:
  US 20110147304A1
• Time in Patent Office: 819 Days
• Field of Search: 210/615, 210/616, 210/617, 210/619, 210/631, 210/150, 210/151, 210/195.3, 210/202, 210/709, 210/710, 210/711, 210/712, 210/713, 210/714
• US Class Current: 210/616
• CPC Class Codes: C02F 1/001 Processes for the treatment of water whereby the filtration technique is of importance C02F1/44 takes precedence; construction of filters in general B01D24/00 - B01D41/00
• CPC Class Codes: C02F 1/52 by flocculation or precipitation of suspended impurities C02F1/463 takes precedence
• CPC Class Codes: C02F 1/5236 using inorganic agents
• CPC Class Codes: C02F 1/78 with ozone C02F1/4672 takes precedence
• CPC Class Codes: C02F 2303/16 Regeneration of sorbents, filters
• CPC Class Codes: C02F 2305/12 Inert solids used as ballast for improving sedimentation C02F3/1226 takes precedence
• CPC Class Codes: C02F 3/06 using submerged filters
• CPC Class Codes: C02F 3/082 Rotating biological contactors
• CPC Class Codes: C02F 3/085 Fluidized beds
• CPC Class Codes: Y02W 10/10 Biological treatment of water, waste water, or sewage

Abstract

A method for treating wastewater comprises biologically treating the wastewater in a fixed-biomass biological reactor and then treating the wastewater in a ballasted flocculation system. The ballasted flocculation system produces a clarified effluent and sludge containing inert granular material having biomass accumulated thereon and suspended solids. The inert granular material having biomass accumulated thereon is separated from the suspended solids and then cleaned with a cleaning solution. After separating the biomass from the cleaned inert granular material, the cleaned inert granular material is recycled for use in the ballasted flocculation system.

Claims

1. A method for biologically treating wastewater, the method comprising:

biologically treating the wastewater in a fixed-biomass biological reactor;

directing the biologically treated wastewater to a ballasted flocculation system, and wherein a portion of the biomass from the biological reactor flows with the wastewater to the ballasted flocculation system;

removing suspended solids from the wastewater by mixing the biologically treated wastewater with a ballast and a flocculant in the ballasted flocculation system to produce clarified wastewater and sludge, wherein the sludge contains suspended solids and the ballast having biomass accumulated thereon;

separating the ballast having biomass accumulated thereon from the sludge;

cleaning the ballast having biomass accumulated thereon by mixing the ballast with a cleaning solution;

separating the cleaned ballast from the biomass; and

recirculating the cleaned ballast to the ballasted flocculation system.

2. The method of claim 1 wherein cleaning the ballast comprises directing the ballast to a primary cleaning system and mixing the ballast with the cleaning solution in the primary cleaning system, wherein mixing the ballast with the cleaning solution causes the biomass to detach from the ballast.

3. The method of claim 2 further comprising directing the cleaned ballast, detached biomass, and cleaning solution from the primary cleaning system to a secondary cleaning system and separating the cleaned ballast from the biomass in the secondary cleaning system.

4. The method of claim 3 wherein the cleaning solution comprises hypochlorite and the method further comprises monitoring the concentration of the hypochlorite in the secondary cleaning system.

5. The method of claim 3 further comprising recirculating a portion of the detached biomass and cleaning solution from the secondary cleaning system to the primary cleaning system.

6. The method of claim 5 further comprising recirculating approximately 90% of the detached biomass and cleaning solution from the secondary cleaning system to the primary cleaning system.

7. The method of claim 2 wherein the cleaning solution comprises hypochlorite and the method further comprises monitoring the concentration of the hypochlorite in the primary cleaning system.

8. The method of claim 7 further comprising maintaining the hypochlorite in the primary cleaning system at a concentration of at least approximately 10 mg/L.

9. The method of claim 2 wherein the ballast having accumulated biomass thereon includes a first portion and a second portion and wherein the method further comprises recirculating a first portion of the separated ballast having biomass accumulated thereon to the ballasted flocculation system and directing the second portion of the separated ballast having biomass accumulated thereon to the primary cleaning system.

10. The method of claim 2 wherein between approximately 5% and approximately 20% of ballast separated from the sludge is directed to the primary cleaning system.

11. The method of claim 2 wherein approximately 50% of the ballast separated from the sludge is directed to the primary cleaning system.

12. The method of claim 1 wherein mixing the ballast with the cleaning solution occurs for at least 5 minutes.

13. The method of claim 1 wherein the cleaning solution includes hypochlorite.

14. The method of claim 1 wherein biologically treating the wastewater comprises biologically treating the wastewater with at least one bacterial bed, moving bed biological reactor, biofilter or biological disk.

15. The method of claim 1 further comprising directing the biologically treated wastewater from the biological reactor to the ballasted flocculation system at a velocity gradient of approximately 10 s⁻

1 to approximately 1000 s<sup>−

1</sup>.

16. The method of claim 1 wherein the cleaning solution includes service water or ozonated water.

17. The method of claim 1 wherein the method is utilized to treat drinking water and wherein the ballast comprises microsand having an average diameter of approximately 80 μ

m.

18. A method for treating wastewater comprising:

biologically treating the wastewater in the fixed-biomass biological reactor;

directing the biologically treated wastewater to a ballasted flocculation system, and wherein a portion of the biomass from the biological reactor flows with the wastewater to the ballasted flocculation system;

removing suspended solids from the biologically treated wastewater in a ballasted flocculation system by mixing the wastewater with a ballast and a flocculant to produce clarified water and sludge, wherein the sludge contains suspended solids and the ballast having biomass accumulated thereon;

separating the ballast having biomass accumulated thereon from the sludge;

recirculating a first portion of the ballast having biomass accumulated thereon to the ballasted flocculation system;

directing a second portion of the ballast having biomass accumulated thereon to a primary cleaning system;

cleaning the second portion of the ballast in the primary cleaning system by mixing the second portion of the ballast with a cleaning solution and causing the biomass to detach from the ballast;

collecting the detached biomass, cleaning solution, and the cleaned ballast in a secondary cleaning system;

separating the cleaned ballast from the detached biomass and cleaning solution in the secondary cleaning system; and

recirculating the cleaned ballast from the secondary cleaning system to the ballasted flocculation system.

19. The method of claim 18 wherein the secondary cleaning system comprises an auger and wherein separating the cleaned ballast further comprises conveying the cleaned ballast through the secondary cleaning system with the auger.

20. The method of claim 18 wherein the secondary cleaning system comprises a hydrocyclone.

21. The method of claim 18 further comprising directing the biologically treated wastewater from the biological reactor to the ballasted flocculation system at a velocity gradient of approximately 10 s⁻

1 to approximately 1000 s<sup>−

1</sup>.

22. The method of claim 18 wherein the cleaning solution includes hypochlorite.

23. The method of claim 22 further comprising monitoring the concentration of the hypochlorite in the secondary cleaning system.

24. The method of claim 22 further comprising maintaining the hypochlorite in the primary cleaning system at a concentration of at least approximately 10 mg/L.

25. The method of claim 18 wherein between approximately 5% and approximately 20% of ballast separated from the sludge is directed to the primary cleaning system.

26. The method of claim 18 wherein approximately 50% of the ballast separated from the sludge is directed to the primary cleaning system.

27. The method of claim 18 further comprising recirculating approximately 90% of the detached biomass and cleaning solution from the secondary cleaning system to the primary cleaning system.

28. The method of claim 18 wherein biologically treating the wastewater comprises biologically treating the wastewater with at least one bacterial bed, moving bed biological reactor, biofilter or biological disk.