Method for wastewater treatment

• US 7,648,634 B2
• Filed: 07/07/2008
• Issued: 01/19/2010
• Est. Priority Date: 04/19/2005
• Status: Expired due to Fees

• Current Assignee: Procorp Enterprises LLC
• Original Assignee: Procorp Enterprises LLC
• Inventors: Probst, Thomas H.
• Primary Examiner(s): Barry; Chester T
• Application Number:
  US12/168,247
• Publication Number:
  US 20090014387A1
• Time in Patent Office: 561 Days
• Field of Search: 210/604, 210/626
• US Class Current: 210/620
• CPC Class Codes: B01D 2315/06 Submerged-type; Immersion type
• CPC Class Codes: B01D 2317/02 Elements in series
• CPC Class Codes: B01D 2317/04 Elements in parallel
• CPC Class Codes: B01D 2321/185 Aeration
• CPC Class Codes: C02F 1/44 by dialysis, osmosis or reverse osmosis general membrane separation processes B01D61/00, membrane modules B01D63/00, electrodialysis C02F1/4693, combination of membrane modules and bioreactors C02F3/1268
• CPC Class Codes: C02F 1/441 by reverse osmosis
• CPC Class Codes: C02F 1/442 by nanofiltration
• CPC Class Codes: C02F 1/444 by ultrafiltration or microfiltration
• CPC Class Codes: C02F 2301/066 Overpressure, high pressure
• CPC Class Codes: C02F 3/1268 Membrane bioreactor systems
• CPC Class Codes: Y02W 10/10 Biological treatment of water, waste water, or sewage

Abstract

A system and method for treating wastewater includes a treatment container for receiving and treating wastewater and a mixing/aeration system disposed in the treatment container. Wastewater is pumped under pressure from the treatment container through a solids/liquid separation system, preferably comprising multiple parallel membrane bioreactors, to separate the solids and liquids in the wastewater. Liquid retentate from the solids/liquid separation system is cycled back to the treatment container via the mixing/aeration system. The closed-loop system and method for solids/liquid separation and aeration/mixing provides for reduced equipment requirements and energy usage during operation.

Claims

1. A method of treating wastewater, comprising

(a) admitting wastewater into a wastewater treatment container having a top, a bottom, and a height dimension therebetween and filling the wastewater treatment container to a level with wastewater;

(b) mixing and/or aerating the wastewater in the wastewater treatment container with a mixing/aeration system positioned below the level of wastewater in the wastewater treatment container and including an inlet for receiving retentate wastewater and an outlet for discharging retentate wastewater into the wastewater treatment container;

(c) treating the wastewater in the wastewater treatment container;

(d) providing the wastewater from the wastewater treatment container to a solids/liquids separation system at a pressure and flow rate sufficient to affect separation of solids and the liquid in the wastewater stream within the solids/liquids separation system, the solids/liquid separation system having a retentate outlet;

(e) recycling the retentate from the solids/liquid separation system to the inlet of the mixing/aeration system; and

(f) drawing off treated effluent from the solids/liquid separation system;

wherein providing the wastewater from the wastewater treatment container to the solids/liquid separation system includes pumping the wastewater using a pump having an inlet in fluid communication with the wastewater treatment container and an outlet in fluid communication with the solids/liquids separation system; and

wherein the pump inlet is in fluid communication with the bottom of the wastewater treatment container.

2. The method of claim 1 wherein treating the wastewater in the wastewater treatment container includes treating the wastewater in the wastewater treatment container using at least one of the wastewater treatment methods selected from the group of wastewater treatment methods consisting of aerobic digestion, anaerobic digestion, anoxic digestion, phosphorus removal, chemical treatment, nitrification and denitrification.

3. The method of claim 1 wherein the solids/liquid separation system includes a membrane technology system selected from the group of membrane technology systems consisting of microfiltration, ultrafiltration, nanofiltration, reverse osmosis, and biomedical filtration systems.

4. A method of treating wastewater, comprising

(a) admitting wastewater into a wastewater treatment container having a top, a bottom, and a height dimension therebetween and filling the wastewater treatment container to a level with wastewater;

(b) mixing and/or aerating the wastewater in the wastewater treatment container with a mixing/aeration system positioned below the level of wastewater in the wastewater treatment container and including an inlet for receiving retentate wastewater and an outlet for discharging retentate wastewater into the wastewater treatment container;

(c) treating the wastewater in the wastewater treatment container;

(d) providing the wastewater from the wastewater treatment container to a solids/liquids separation system at a pressure and flow rate sufficient to affect separation of solids and the liquid in the wastewater stream within the solids/liquids separation system, the solids/liquid separation system having a retentate outlet;

(e) recycling the retentate from the solids/liquid separation system to the inlet of the mixing/aeration system; and

(f) drawing off treated effluent from the solids/liquid separation system;

wherein the solids/liquid separation system includes a permeate outlet separate from the retentate wastewater outlet thereof.

5. The method of claim 4 wherein providing the wastewater from the wastewater treatment container to the solids/liquid separation system includes pumping the wastewater using a pump having an inlet in fluid communication with the wastewater treatment container and an outlet in fluid communication with the solids/liquids separation system.

6. The method of claim 4 wherein the outlet of the solids/liquid separation system is coupled in fluid communication with the inlet of the mixing/aeration system without a pumping device provided therebetween.

7. The method of claim 4 wherein the solids/liquid separation system is a solids/liquid separation system selected from the group of solids/liquid separation systems consisting of membrane technology, barrier, centrifuge, and cyclone solids/liquid separation systems.

8. The method of claim 4 wherein the solids/liquid separation system includes a membrane technology system selected from the group of membrane technology systems consisting of microfiltration, ultrafiltration, nanofiltration, reverse osmosis, and biomedical filtration systems.

9. The method of claim 4 wherein the solids/liquid separation system includes a plurality of membrane modules arranged in a parallel configuration.

10. The method of claim 9 wherein the plurality of membrane modules are arranged horizontally in a parallel configuration.

11. The method of claim 4 wherein the solids/liquid separation system includes a plurality of membrane modules arranged in a series configuration.

12. The method of claim 4 wherein the mixing/aeration system is a jet aeration system.

13. The method of claim 4 wherein the wastewater treatment container is a wastewater treatment container selected from the group of wastewater treatment containers consisting of an aeration tank, an anoxic treatment vessel, an anaerobic treatment vessel, a phosphorus removal tank, a chemical treatment tank, a nitrification tank, and a denitrification tank.

14. A The method of claim 4 wherein the combination of a mixing and/or aeration system of a biological treatment portion of a wastewater treatment system with a solids/liquid separation process reduces energy required to treat wastewater.

15. The method of claim 4 further comprising pumping the wastewater from the bottom of the wastewater treatment container via a pump having an inlet and an outlet.

16. The method of claim 15 wherein the solids/liquids separation system is in fluid communication with the outlet of the pump.

17. A method of treating wastewater, comprising

(a) admitting wastewater into a wastewater treatment container having a top, a bottom, and a height dimension therebetween and filling the wastewater treatment container to a level with wastewater;

(b) mixing and/or aerating the wastewater in the wastewater treatment container with a mixing/aeration system positioned below the level of wastewater in the wastewater treatment container and including an inlet for receiving retentate wastewater and an outlet for discharging retentate wastewater into the wastewater treatment container;

(c) treating the wastewater in the wastewater treatment container;

(d) providing the wastewater from the wastewater treatment container to a solids/liquids separation system at a pressure and flow rate sufficient to affect separation of solids and the liquid in the wastewater stream within the solids/liquids separation system, the solids/liquid separation system having a retentate outlet;

(e) recycling the retentate from the solids/liquid separation system to the inlet of the mixing/aeration system; and

(f) drawing off treated effluent from the solids/liquid separation system;

and further comprising creating, with a pumping system, a pressure differential across the mixing/aeration system and the solids/liquid separation system to move treated wastewater from the wastewater treatment container to the inlet of the solids/liquid separation system and retentate wastewater from the outlet of the solids/liquid separation system to the inlet of the mixing/aeration system and out of the outlet of the mixing/aeration system into the wastewater treatment container.

18. The method of claim 17 wherein creating, with a pumping system, a pressure differential includes coupling the pumping system to move treated wastewater from approximately the bottom of the wastewater treatment container and wherein the pumping system and the solids/liquid separation system are elevated with respect to the bottom of the wastewater treatment container.

19. The method of claim 17 wherein creating, with a pumping system, a pressure differential includes coupling the pumping system to move treated wastewater from approximately the bottom of the wastewater treatment container and wherein the pumping system and the solids/liquid separation system are at approximately the same level as the bottom of the wastewater treatment container.

20. The method of claim 17 wherein treating the wastewater in the wastewater treatment container includes treating the wastewater in the wastewater treatment container using at least one of the wastewater treatment methods selected from the group of wastewater treatment methods consisting of aerobic digestion, anaerobic digestion, anoxic digestion, phosphorus removal, chemical treatment, nitrification and denitrification.