Method and installation for the biological treatment of water using activated sludge and comprising aeration regulation

• US 7,473,365 B2
• Filed: 07/22/2004
• Issued: 01/06/2009
• Est. Priority Date: 08/04/2003
• Status: Expired due to Fees

• Current Assignee: Veolia Water Solutions & Technologies Support
• Original Assignee: OTV SA SA
• Inventors: Oger, Loic, Payraudeau, Michele, Tazi Pain, Annie
• Primary Examiner(s): LAWRENCE JR, FRANK M
• Application Number:
  US10/567,236
• Publication Number:
  US 20060283794A1
• Time in Patent Office: 1,629 Days
• Field of Search: 210/601, 210/609, 210/614, 210/620, 210/630, 210/903
• US Class Current: 210/614
• CPC Class Codes: C02F 2209/006 comprising a software program or a logic diagram
• CPC Class Codes: C02F 2209/04 Oxidation reduction potential [ORP]
• CPC Class Codes: C02F 2209/15 N03-N
• CPC Class Codes: C02F 2209/44 Time
• CPC Class Codes: C02F 3/006 Regulation methods for biological treatment
• CPC Class Codes: C02F 3/301 Aerobic and anaerobic treatment in the same reactor
• 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
• CPC Class Codes: Y10S 210/903 Nitrogenous

Abstract

The biological water or wastewater treatment process described herein alternates aeration and anoxic phases during a water treatment process. According to one exemplary process, the water or wastewater is directed into a biological tank. The water or wastewater in the biological tank is aerated until measured nitrate or redox values meet high nitrate or high redox set value conditions relative to minimum aeration and maximum aeration time requirements. Subsequently, the water or wastewater is subjected to anoxic treatment until the measured nitrate value meets low nitrate set value conditions relative minimum and maximum anoxia time requirements.

Claims

1. A biological water or wastewater treatment process comprising:

passing the water or wastewater into at least one biological tank, wherein the biological tank includes at least one free or mixed biomass;

performing at least one separation step on the water or wastewater in the biological tank to generate sludge and treated effluent;

measuring a nitrate content of the treated effluent or the water or wastewater;

measuring a redox potential of the water or wastewater in the biological tank;

aerating the water or wastewater in the biological tank until either

(1) an elapsed aeration time exceeds a minimum aeration time and the measured nitrate exceeds a high nitrate set value or the measured redox exceeds a high redox set value;

or

(2) the elapsed aeration time exceeds a maximum aeration time and the measured nitrate is less than or equal to the high nitrate set value or the measured redox is less than or equal to the high redox set value; and

subjecting the water or wastewater in the biological tank to anoxic treatment until either

(1) an elapsed anoxic treatment time exceeds a minimum anoxic treatment time and the measured nitrate is less than or equal to a low nitrate set value;

or

(2) the elapsed anoxic treatment time exceeds a maximum anoxic treatment time and the measured nitrate exceeds the low nitrate set value.

2. The biological water or wastewater treatment process of claim 1 wherein aerating the water or wastewater further includes aerating the water or wastewater in the biological tank until the elapsed aeration time exceeds the minimum aeration time and the measured nitrate exceeds a very high nitrate set value or the measured redox exceeds a very high redox set value.

3. The biological water or wastewater treatment process of claim 1 further comprising measuring a slope corresponding to a variation of the measured redox potential with respect to a time period and regulating air flow into the tank while aerating the water or wastewater to generally maintain the measured slope at a preset value.

4. The biological water or wastewater treatment process of claim 1 wherein the separation step comprises a settlement step.

5. The biological water or wastewater treatment process of claim 1 wherein the separation step comprises a filtration step using at least one filtration membrane.

6. The biological water or wastewater treatment process of claim 5 wherein the filtration step comprises passing the water or wastewater from the biological tank in at least one external filtration loop, wherein the external filtration loop includes at least one immersed or pressurized filtration membrane.

7. The biological water or wastewater treatment process of claim 5 wherein the filtration step comprises filtering the water or wastewater in the biological tank through at least one filtration membrane immersed in the biological tank.

8. The biological water or wastewater treatment process of claim 7 further comprising aerating the immersed filtration membrane to prevent clogging or to unclog the membrane.

9. The biological water or wastewater treatment process of claim 1 further comprising regulating an air flow used to aerate the immersed filtration membrane as a function of the flow of the water or wastewater through the filtration membrane.

10. The biological water or wastewater treatment process of claim 1 further comprising regulating air flow into the tank while aerating the water or wastewater to maintain a generally fixed rate of change of the redox potential over a predetermined time period.