Waste treatment apparatus with integral membrane apparatus

• US 7,276,155 B1
• Filed: 05/04/2006
• Issued: 10/02/2007
• Est. Priority Date: 05/04/2006
• Status: Active Grant

• Current Assignee: H2O Innovation Inc.
• Original Assignee: Wastewater Technologies, Inc. (H2O Innovation)
• Inventors: Ricketts, Donald D.
• Primary Examiner(s): Barry; Chester T.
• Application Number:
  US11/417,191
• Time in Patent Office: 516 Days
• Field of Search: 210/151, 210/252, 210/532.1
• US Class Current: 210/151
• CPC Class Codes: C02F 3/082 Rotating biological contactors
• CPC Class Codes: C02F 3/1268 Membrane bioreactor systems
• 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

Abstract

A wastewater treatment method and apparatus including a denitrification (anoxic) chamber for denitrifying wastewater, an aeration basin with Bio-Wheel for aerating the wastewater, and a membrane device in which sludge particles are separated out of the wastewater, leaving clean discharge water and reusable sludge. Sludge from the membrane chamber floor is sent back to the aeration basin or denitrification chamber or both. Excess sludge is wasted or held for further processing. Preferably, the method and apparatus facilitate both activated sludge and fixed film processes.

Claims

1. A wastewater treatment apparatus comprising:

a rotary aerator positioned in an aeration basin, said aerator comprising a fixed film;

at least one membrane positioned downstream of said rotary aerator for removing solid particles from treated wastewater treated by said rotary aerator; and

a denitrification chamber positioned upstream of said rotary aerator.

2. The wastewater treatment apparatus of claim 1, further comprising a conduit positioned as to recycle wastewater from said rotary aerator into said denitrification chamber.

3. The wastewater treatment apparatus of claim 1, wherein said denitrification chamber comprises a mixer.

4. The wastewater treatment apparatus of claim 1, wherein at least one membrane is positioned in a cartridge.

5. The wastewater treatment apparatus of claim 1

wherein said at least one membrane and an aeration blower are positioned in a membrane chamber.

6. The wastewater treatment apparatus of claim 1, wherein said membrane has pore sizes of no greater than 5 microns.

7. The wastewater treatment apparatus of claim 1, wherein said membrane has pore sizes of no greater than approximate 0.1 microns.

8. The wastewater treatment apparatus of claim 1, wherein said membrane has pore sizes no greater than 10 microns.

9. The wastewater treatment apparatus of claim 1, further comprising a sludge removal element, positioned so as to remove sludge or film growth on said membrane.

10. The wastewater treatment apparatus of claim 9, wherein said sludge removal element is selected from the group consisting of a blower and a compressor.

11. The wastewater treatment apparatus of claim 1, wherein the membrane is a plate membrane.

12. A wastewater treatment apparatus comprising:

a rotary aerator positioned in an aeration basin said aerator comprising a fixed film; and

at least one membrane positioned downstream of said rotary aerator for removing solid particles from treated wastewater treated by said rotary aerator;

wherein said at least one membrane is positioned in a cartridge and said cartridge comprises a plurality of membrane plates.

13. The wastewater treatment apparatus of claim 12, wherein said membrane plates are stacked in said cartridge.

14. The wastewater treatment apparatus of claim 12, wherein said at least one membrane and an aeration blower are positioned in a membrane chamber.

15. A wastewater treatment apparatus comprising:

a rotary aerator positioned in an aeration basin, said aerator comprising a fixed film;

at least one membrane positioned downstream of said rotary aerator for removing solid particles from treated wastewater treated by said rotary aerator; and

at least one anaerobic chamber positioned upstream of said membrane.

16. A wastewater treatment apparatus comprising:

a rotary aerator positioned in an aeration basin said aerator comprising a fixed film;

at least one membrane positioned downstream of said rotary aerator for removing solid particles from treated wastewater treated by said rotary aerator; and

at least one anoxic chamber positioned upstream of said membrane.

17. The wastewater treatment apparatus of claim 16, wherein the anoxic chamber is positioned between the rotary aerator and the membrane.

18. A wastewater treatment apparatus comprising:

a rotary aerator positioned in an aeration basin, said aerator comprising a fixed film and

at least one membrane positioned downstream of said rotary aerator for removing solid particles from treated wastewater treated by said rotary aerator,

wherein at least one clarifier is positioned upstream of said membrane.

19. A wastewater treatment apparatus comprising:

a rotary aerator positioned in an aeration basin, said aerator comprising a fixed film; and

at least one membrane positioned downstream of said rotary aerator for removing solid particles from treated wastewater treated by said rotary aerator;

wherein the membrane is a hollow fiber membrane.

20. A wastewater treatment apparatus comprising:

a rotary aerator positioned in an aeration basin, said aerator comprising a fixed film, and

at least one membrane positioned downstream of said rotary aerator for removing solid particles from treated wastewater treated by said rotary aerator;

wherein said at least one membrane is positioned in a membrane chamber, and said at least one membrane is relatively movable through said membrane chamber.