Environmental control for biological nutrient removal in water/wastewater treatment

• US 5,733,456 A
• Filed: 03/31/1997
• Issued: 03/31/1998
• Est. Priority Date: 03/31/1997
• Status: Expired due to Fees

• Current Assignee: Mary C. Martis
• Original Assignee: Mary C. Martis, Robert W. Okey
• Inventors: Martis, Mary C., Okey, Robert W.
• Primary Examiner(s): Wyse, Thomas G.
• Application Number:
  US08/829,155
• Time in Patent Office: 365 Days
• Field of Search: 210/96.1, 210/143, 210/195.1, 210/199, 210/202, 210/209, 210/252, 210/605, 210/610, 210/614, 210/622, 210/626, 210/630, 210/903, 210/906
• US Class Current: 210/605
• CPC Class Codes: C02F 3/006 Regulation methods for biological treatment
• CPC Class Codes: C02F 3/308 Biological phosphorus removal
• CPC Class Codes: Y02W 10/10 Biological treatment of water, waste water, or sewage
• CPC Class Codes: Y10S 210/903 Nitrogenous
• CPC Class Codes: Y10S 210/906 Phosphorus containing

Abstract

Control of a water/wastewater treatment system is effected by sensing the oxidation reduction potential (ORP) at various parts of the system and using neuro-adaptive process control techniques to make adjustments when necessary based on the ORP values. Internal nitrate recycling, sludge return, organic substrate addition and/or aeration can be adjusted to achieve the desired environmental conditions. In the event that phosphorus removal is necessary, the system can be used to assure proper detention time needed for biological phosphorus uptake.

Claims

1. A system for biologically treating water/wastewater, comprising:

a first biological reactor for receiving influent water/wastewater, said first reactor being maintained in an anoxic state to effect denitrification of nitrate content delivered to it;

a second biological reactor for receiving effluent from said first reactor, said second reactor being maintained in an aerated state to effect BOD oxidation and nitrification of ammonia content delivered to it;

a third biological reactor downstream from said second reactor and receiving part of the discharge from the second reactor, said third reactor being maintained in an anoxic state to effect denitrification of residual nitrate delivered to it from the second reactor;

means for recycling to said first reactor the part of the discharge from the second reactor not directed to the third reactor;

a clarifier downstream from said third reactor for receiving and clarifying the liquid treated in said first, second and third reactors;

an activated sludge return line for returning activated sludge from the clarifier to the first basin;

means for sensing the oxidation potential at the inlet to and outlet from each of said reactors;

means for adjusting the amount of liquid recycled from said second reactor to said first reactor when the oxidation potentials sensed by said sensing means satisfy predetermined criteria; and

means for adjusting the amount of activated sludge returned through said return line when the oxidation potentials sensed by said sensing means satisfy preselected criteria.

2. The system of claim 1, wherein said means for adjusting the amount of liquid recycled and said means for adjusting the amount of activated sludge returned comprises neuro-adaptive means.

3. The system of claim 1, including means for aerating the water/wastewater between said third reactor and said clarifier.

4. The system of claim 1, including means for adding an auxiliary substrate to said third reactor in amounts dependent on said sensing means.

5. The system of claim 1, including means for directing activated sludge from said clarifier to said third reactor.

6. A system for biologically treating water/wastewater, comprising:

a first biological reactor for receiving influent water/wastewater, said first reactor having at least first and second sub-reactors therein, said first sub-reactor being maintained in an anoxic state for denitrification of nitrate content delivered to it and said second sub-reactor being maintained in an anaerobic state for release of phosphorus content delivered to it;

a second biological reactor for receiving effluent from said first reactor, said second reactor being maintained in an aerated state to effect oxidation of BOD and nitrification of ammonia content delivered to it and luxury uptake of the phosphorus content delivered to it;

a third biological reactor downstream from said second reactor and receiving part of the discharge from the second reactor, said third reactor being maintained in an anoxic state to effect denitrification of residual nitrate delivered to it from the second reactor;

means for recycling to said first reactor the part of the discharge from the second reactor not directed to the third reactor;

a clarifier downstream from said third reactor for receiving and clarifying the liquid treated in said first, second and third reactors;

an activated sludge return line for returning activated sludge from the clarifier to the first basin;

means for sensing the oxidation potential at the inlet to and outlet from each reactor;

means for adjusting the amount of liquid recycled from said second reactor to said first reactor when the oxidation potentials sensed by said sensing means satisfy predetermined criteria; and

means for adjusting the amount of activated sludge returned through said return line when the oxidation potentials sensed by said sensing means satisfy preselected criteria.

7. The system of claim 6, wherein said means for adjusting the amount of liquid recycled and said means for adjusting the amount of activated sludge returned comprises neuro-adaptive means.

8. The system of claim 6, including means for aerating the water/wastewater between said third reactor and said clarifier.

9. The system of claim 6, including means for adding an auxiliary substrate to said third reactor in amounts dependent on said sensing means.

10. The system of claim 6, including means for directing activated sludge from said clarifier to said third reactor.

11. A biological water/wastewater treatment system having a first mode of operation for biological phosphorus removal and a second mode of operation not removing phosphorus, said system comprising:

a first biological reactor for receiving the water/wastewater influent, said first reactor being maintained in an anaerobic state in the first mode of operation and an anoxic state in the second mode of operation;

a second biological reactor for receiving the effluent from the first reactor, said second reactor being maintained in an aerated state for nitrifying ammonia and for luxury uptake of phosphorus in the first mode of operation;

means for recycling to said first reactor an adjustable amount of the liquid discharged from the second reactor;

a third biological reactor for receiving the remainder of the liquid discharged from the second reactor, said third reactor being maintained in an anoxic state for denitrifying residual nitrates;

a clarifier for receiving and clarifying the water/wastewater;

an activated sludge return line for returning activated sludge from the clarifier to the first basin;

means for sensing the oxidation potential at the inlet to and outlet from each of said reactors;

means for adjusting the amount of liquid recycled from said second reactor to said first reactor when the oxidation potentials sensed by said sensing means satisfy predetermined criteria; and

means for adjusting the amount of activated sludge returned through said return line when the oxidation potentials sensed by said sensing means satisfy preselected criteria.

12. The system of claim 11, wherein said means for adjusting the amount of liquid recycled and said means for adjusting the amount of activated sludge returned comprises neuro-adaptive means.

13. The system of claim 11, including means for reaerating the water/wastewater between said third reactor and said clarifier.

14. The system of claim 11, including means for adding an auxiliary substrate to said third reactor in amounts dependent on said sensing means.

15. The system of claim 11, including means for directing activated sludge from said clarifier to said third reactor.

16. A process for controlling the biological treatment of water/wastewater, comprising:

denitrifying nitrates in a first biological reactor maintained in either an anoxic state or anaerobic state;

directing the water/wastewater from the first reactor to a second biological reactor maintained in an aerated state for nitrification of ammonia;

recycling some of the nitrates from said second reactor to said first reactor;

directing the remaining residual nitrates from said second reactor to a third reactor maintained in an anoxic state to denitrify the residual nitrates;

clarifying the water/wastewater in a clarifier;

returning activated sludge from the clarifier to the first reactor;

sensing the oxidation potential at the inlet to and outlet from each reactor; and

adjusting the amount of nitrates recycled to the first reactor and the amount of activated sludge returned to the first reactor in accordance with the oxidation potentials that are sensed.

17. A process as set forth in claim 16, wherein said adjusting step comprises using neuro-adaptic control techniques.

18. A process as set forth in claim 16, including the step of aerating the water/wastewater between the third reactor and clarifier.

19. A process as set forth in claim 16, including the step of adding an auxiliary substrate to said third reactor.

20. A process as set forth in claim 16, including the step of returning activated sludge from the clarifier to the third reactor.