Combination activated sludge—ballasted flocculation process

• US 7,407,582 B2
• Filed: 01/13/2006
• Issued: 08/05/2008
• Est. Priority Date: 01/13/2006
• Status: Active Grant

• Current Assignee: Veolia Water Solutions & Technologies Support
• Original Assignee: OTV SA SA
• Inventors: Sun, Jyh-Wei
• Primary Examiner(s): Barry; Chester T.
• Application Number:
  US11/331,540
• Publication Number:
  US 20070163955A1
• Time in Patent Office: 935 Days
• Field of Search: 210/607, 210/616, 210/620, 210/621, 210/622, 210/623, 210/624, 210/625, 210/626, 210/714
• US Class Current: 210/607
• CPC Class Codes: B01D 21/0039 Settling tanks provided with contact surfaces, e.g. baffles, particles
• CPC Class Codes: B01D 21/06 with rotating scrapers
• CPC Class Codes: B01D 21/08 provided with flocculating compartments
• CPC Class Codes: B01D 21/2488 bringing about a partial recirculation of the liquid, e.g. for introducing chemical aids
• CPC Class Codes: C02F 1/38 by centrifugal separation
• CPC Class Codes: C02F 1/52 by flocculation or precipitation of suspended impurities C02F1/463 takes precedence
• CPC Class Codes: C02F 1/56 Macromolecular compounds
• CPC Class Codes: C02F 2001/007 Processes including a sedimentation step
• CPC Class Codes: C02F 2209/08 Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
• CPC Class Codes: C02F 2209/10 Solids, e.g. total solids [TS], total suspended solids [TSS] or volatile solids [VS]
• CPC Class Codes: C02F 2301/043 Treatment of partial or bypass streams
• CPC Class Codes: C02F 2305/12 Inert solids used as ballast for improving sedimentation C02F3/1226 takes precedence
• CPC Class Codes: C02F 3/12 Activated sludge processes
• CPC Class Codes: C02F 3/1226 comprising an absorbent material suspended in the mixed liquor
• CPC Class Codes: Y02W 10/10 Biological treatment of water, waste water, or sewage

Abstract

A method and system for treating water or wastewater to remove both soluble BOD and suspended solids. The method entails directing first and second water or wastewater streams to a treatment system including an activated sludge system and a ballasted flocculation system. The first water or wastewater stream is directed to the activated sludge system which includes at least one reactor and a clarifier. The second water or wastewater stream is directed to a ballasted flocculation system. Mixed liquor or activated sludge is directed from the activated sludge system to a mixing chamber that is located upstream from the ballasted flocculation system. The water or wastewater of the second stream is mixed with the mixed liquor or activated sludge in the mixing chamber. The mixed liquor from the mixing chamber is directed to and through the ballasted flocculation system. In the end, the soluble BOD in the second water or wastewater stream is reduced and suspended solids in the water or wastewater are also reduced.

Claims

1. A method of treating wastewater utilizing an activated sludge process and a ballasted flocculation process, comprising:

directing a first wastewater stream to an activated sludge system having at least one reactor and a clarifier;

returning activated sludge from the clarifier to the reactor and mixing the activated sludge with the first wastewater stream to form mixed liquor, and directing the mixed liquor to the clarifier where the clarifier separates the activated sludge from clarified effluent;

directing a second wastewater stream to a mixing chamber;

directing mixed liquor or activated sludge from the activated sludge system to the mixing chamber, and mixing the mixed liquor or activated sludge with the wastewater from the second stream;

directing mixed liquor from the mixing chamber to a ballasted flocculation system having one or more mixing zones and a settling zone; and

mixing insoluble granular material with the mixed liquor passing through the ballasted flocculation system and separating sludge from clarified effluent in the settling zone.

2. The method of claim 1 including directing mixed liquor from the activated sludge system to the mixing chamber and mixing the mixed liquor with the wastewater from the second stream.

3. The method of claim 2 including directing mixed liquor from the reactor of the activated sludge system to the mixing chamber and mixing the mixed liquor with the wastewater from the second stream.

4. The method of claim 1 including directing activated sludge from the activated sludge system to the mixing chamber and mixing the activated sludge with the wastewater from the second stream.

5. The method of claim 4 wherein the activated sludge system includes a return activated sludge line extending between the clarifier and the reactor of the activated sludge system, wherein the method includes directing activated sludge from the activated sludge line to the mixing chamber and mixing the activated sludge with the wastewater from the second stream.

6. The method of claim 1 including treating a single wastewater stream by dividing the single wastewater stream into the first wastewater stream and the second wastewater stream.

7. The method of claim 1 including mixing a flocculate with the mixed liquor passing through the ballasted flocculation system causing solids in the mixed liquor to aggregate around the granular material to form ballasted floc particles that form at least a portion of the sludge that is separated from the clarified effluent in the settling zone.

8. The method of claim 1 including removing soluble BOD in the wastewater from the second stream by mixing mixed liquor or activated sludge from the activated sludge system with the wastewater of the second stream.

9. The method of claim 1 including returning at least a portion of the sludge separated by the ballasted flocculation system to the activated sludge system.

10. The method of claim 9 including returning the sludge separated by the ballasted flocculation system to the reactor of the activated sludge system and mixing the sludge separated by the ballasted flocculation system with wastewater in the reactor of the activated sludge system.

11. The method of claim 1 wherein the clarifier of the activated sludge system and the settling zone of the ballasted flocculation system are operated in parallel.

12. The method of claim 1 wherein the activated sludge produced by the activated sludge system removes soluble BOD from the wastewater of the first and second streams while the settling zone of the ballasted flocculation system and the clarifier of the activated sludge system removes solids from the wastewater of the first and second streams.

13. A method of treating wastewater comprising:

a. directing at least a portion of the wastewater to be treated to an activated sludge system;

b. mixing return activated sludge with the wastewater to form mixed liquor;

c. directing at least a portion of the mixed liquor to a clarifier that forms a part of the activated sludge system and which produces a first clarified effluent; and

d. directing at least a portion of the mixed liquor to a ballasted flocculation system that produces a second clarified effluent.

14. The method of claim 13 wherein the ballasted flocculation system produces settled sludge that is directed to the activated sludge system and mixed with the wastewater to be treated.

15. The method of claim 13 wherein the first clarifier and the ballasted flocculation system are disposed in parallel relationship such that both the clarifier and the ballasted flocculation system clarify the wastewater being treated.

16. The method of claim 13 including removing BOD from the wastewater that passes through the ballasted flocculation system as a result of directing at least a portion of the mixed liquor through the ballasted flocculation system.

17. The method of claim 13 wherein a first portion of the wastewater is directed to the activated sludge system and a second portion of the wastewater is directed through the ballasted flocculation system and wherein BOD is removed from the wastewater directed through the ballasted flocculation system as a result of mixed liquor or activated sludge being mixed with the wastewater passing through the ballasted flocculation system.

18. The method of claim 17 including directing the second portion of the wastewater to a mixing chamber and mixing mixed liquor or activated sludge from the activated sludge system with the wastewater in the mixing chamber.

19. A method of utilizing a biological system and a ballasted flocculation system to treat wastewater, comprising:

a. directing a first stream of wastewater through the biological system and biologically treating the first stream of wastewater to produce a first clarified effluent;

b. directing a second stream of wastewater through a ballasted flocculation system and producing a second clarified effluent from the ballasted flocculation system; and

c. utilizing sludge from the biological system to treat the second stream of water or wastewater such that the second stream of wastewater passing through the ballasted flocculation system is biologically treated.

20. The method of claim 19 including directing the second stream of wastewater to a mixing chamber and directing sludge from the biological system to the mixing chamber and mixing the sludge from the biological system with the second stream of wastewater, and directing the wastewater from the mixing chamber through the ballasted flocculation system.

21. The method of claim 19 wherein the ballasted flocculation system produces a sludge and wherein the sludge produced by the ballasted flocculation system is directed to the biological system.

22. The method of claim 19 wherein the first stream of wastewater is directed to at least one treatment zone that forms a part of the biological system and wherein sludge from the treatment zone is utilized to treat the second stream of wastewater that passes through the ballasted flocculation system.

23. The method of claim 22 wherein the biological system further includes a settler for clarifying the wastewater passing through the biological system.