Method and system for treating wastewater

• US 20070084795A1
• Filed: 10/04/2006
• Published: 04/19/2007
• Est. Priority Date: 10/05/2005
• Status: Abandoned Application

• Current Assignee: Siemens Water Technologies Corp (Siemens AG)
• Original Assignee: Siemens Water Technologies Corp (Siemens AG)
• Inventors: Jordan, Edward
• Application Number:
  US11/543,005
• Publication Number:
  US 20070084795A1
• Time in Patent Office: Days
• US Class Current: 210/652
• CPC Class Codes: B01D 2315/06 Submerged-type; Immersion type
• CPC Class Codes: B01D 2321/185 Aeration
• CPC Class Codes: B01D 61/22 Controlling or regulating
• CPC Class Codes: B01D 61/28 Apparatus therefor
• CPC Class Codes: B01D 61/30 Accessories; Auxiliary operation
• CPC Class Codes: B01D 61/32 Controlling or regulating
• CPC Class Codes: B01D 65/08 Prevention of membrane fouling or of concentration polarisation
• CPC Class Codes: C02F 2209/005 Processes using a programmable logic controller [PLC]
• CPC Class Codes: C02F 2209/008 comprising telecommunication features, e.g. modems or antennas
• CPC Class Codes: C02F 2209/40 Liquid flow rate
• CPC Class Codes: C02F 3/1273 Submerged membrane bioreactors
• CPC Class Codes: Y02W 10/10 Biological treatment of water, waste water, or sewage

Abstract

The invention is directed to controlling wastewater treatment system operations in response to a demand associated with the influent conditions. Fluctuations or variations in flow and/or concentration characteristics of the liquid to be treated can create the reduce the operating demand and the treatment system can be operated to a reduced or standby operating mode by adjusting the operation of one or more unit operations or subsystems in response to such variations. The wastewater system can also be operated to treat an anticipated wastewater stream based on the historical characteristics of the stream.

Claims

1. A method of treating wastewater comprising acts of:

measuring a flow rate of the wastewater into a vessel;

immersing a membrane module in the wastewater;

air scouring the membrane module; and

regulating a rate of air scouring in proportion to the flow rate of the wastewater.

2. The method of claim 1, further comprising an act of measuring a duration during which the rate of air scouring is less than a predetermined value.

3. The method of claim 2, further comprising an act of increasing the rate of air scouring when the duration exceeds a predetermined period.

4. The method of claim 2, further comprising an act of regulating a stream of wastewater directed to the membrane module in proportion to the flow rate.

5. The method of claim 2, further comprising an act of alternating the rate of air scouring between a normal scouring rate and the regulated air scouring rate when the duration exceeds a predetermined period.

6. A wastewater treatment system comprising:

a vessel containing the wastewater;

a membrane module immersed in the wastewater;

a flow meter fluidly connected between the vessel and a source of the wastewater;

an aeration system disposed to air scour the membrane module; and

a controller in communication with the flow meter and the aeration system, and configured to generate a control signal that adjusts a rate of air scouring in proportion to a flow rate of the wastewater introduced into the vessel.

7. The wastewater treatment system of claim 6, wherein the controller is further configured to measure a duration during which the control signal is generated.

8. The wastewater treatment system of claim 7, wherein the controller is further configured to adjust the control signal to increase the rate of air scouring when the duration exceeds a predetermined period.

9. The wastewater treatment system of claim 8, further comprising a recirculation system fluidly directing wastewater to the membrane module.

10. The wastewater treatment system of claim 9, wherein the controller is further configured to adjust the rate of wastewater directed to the membrane module in proportion to the flow rate of the wastewater.

11. A wastewater treatment system comprising:

a pump disposed to introduce the wastewater into a treatment vessel;

a membrane module disposed in the treatment vessel;

an aeration system disposed to air scour the membrane module; and

a controller in communication with the pump and the aeration system and configured to regulate a rate of air scouring in proportion to a flow rate of the wastewater introduced into the treatment vessel.

12. The wastewater treatment system of claim 11, further comprising a wastewater recirculating system disposed to direct wastewater to the membrane module.

13. The wastewater treatment system of claim 12, wherein the controller is further configured to regulate the rate of wastewater directed to the membrane module based at least partially on the flow rate of the wastewater introduced into the treatment vessel.

14. A computer-readable medium having computer-readable signals stored thereon that define instructions that, as a result of being executed by a computer, instruct the computer to perform a method of controlling a wastewater treatment system having a membrane module comprising acts of:

receiving an input signal representative of a flow rate of the wastewater into the treatment system;

air scouring the membrane module; and

regulating a rate of air scouring based at least partially on the input signal.

15. The computer-readable medium of claim 14, wherein the method further comprises an act of regulating an amount wastewater directed to the membrane module by a recirculation system.

16. The computer-readable medium of claim 15, wherein the act of regulating the amount of air bubbles is performed when the input signal represents a flowrate that is less than a nominal flowrate.

17. The computer-readable medium of claim 16, wherein the act of regulating the amount of air bubbles further comprises an act of determining a duration during which the amount of air bubble generated is less than a nominal aeration rate.

18. The computer-readable medium of claim 17, wherein the act of regulating the amount of air bubbles further comprises an act of increasing the amount of air bubbles to the nominal aeration rate when the duration is greater than or equal to a predetermined period.

19. The computer-readable medium of claim 18, wherein the amount of air bubbles directed to the membrane module is proportionally based on the input signal.

20. The computer-readable medium of claim 18, wherein the amount of wastewater directed to the membrane module is proportionally based on the input signal.