Biological treatment of materials

• US 5,846,424 A
• Filed: 02/15/1996
• Issued: 12/08/1998
• Est. Priority Date: 04/12/1993
• Status: Expired due to Term

• Current Assignee: Khudenko Engineering Incorporated
• Original Assignee: Khudenko Engineering Incorporated
• Inventors: Khudenko, Boris Mikhailovich
• Primary Examiner(s): Wyse, Thomas G.
• Application Number:
  US08/602,085
• Time in Patent Office: 1,027 Days
• Field of Search: 210/603, 210/605, 210/607, 210/629, 210/615-617, 210/622-626, 210/610, 210/611, 210/630, 210/631
• US Class Current: 210/603
• CPC Class Codes: C02F 2209/02 Temperature
• CPC Class Codes: C02F 2209/06 pH
• CPC Class Codes: C02F 2209/08 Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
• CPC Class Codes: C02F 2209/20 Total organic carbon [TOC]
• CPC Class Codes: C02F 2209/22 O2
• CPC Class Codes: C02F 2209/245 in the gas phase
• CPC Class Codes: C02F 2209/28 CH4
• CPC Class Codes: C02F 2209/38 Gas flow rate
• CPC Class Codes: C02F 2209/40 Liquid flow rate
• CPC Class Codes: C02F 2307/08 Treatment of wastewater in the sewer, e.g. to reduce grease, odour
• CPC Class Codes: C02F 3/006 Regulation methods for biological treatment
• CPC Class Codes: C02F 3/1221 comprising treatment of the recirculated sludge
• CPC Class Codes: C02F 3/28 Anaerobic digestion processes
• CPC Class Codes: C02F 3/2806 Anaerobic processes using solid supports for microorganisms
• CPC Class Codes: C02F 3/30 Aerobic and anaerobic processes
• CPC Class Codes: C02F 3/302 Nitrification and denitrification treatment C02F3/308 takes precedence
• CPC Class Codes: C02F 3/308 Biological phosphorus removal
• CPC Class Codes: Y02E 50/30 Fuel from waste, e.g. synthetic alcohol or diesel
• CPC Class Codes: Y02W 10/10 Biological treatment of water, waste water, or sewage

Abstract

A method of biological treatment of materials by a combination of at least two groups of microorganisms forming sludges in at least two biological treatment zones treating the said materials wherein for purposes of increasing the treatment efficiency and stability at least one said sludges is conditioned in at least one sludge conditioning zone, whereby converting at least a fraction of at least one said group of organisms into organisms of another group, and thus forming the conditioned sludge, and the said conditioned sludge is fed in at least one said biological treatment zone.

Claims

1. A method of biological treatment of materials by a combination of at least two groups of microorganisms forming sludges in at least two biological treatment zones treating the said materials wherein for purposes of increasing the treatment efficiency and stability

at least one of the said sludges is conditioned in at least one sludge conditioning zone, whereby converting at least a fraction of at least one said group of organisms into organisms of another group, and thus forming the conditioned sludge, and

the said conditioned sludge is fed in at least one said biological treatment zone.

2. The method as claimed in claim 1, wherein the said materials are selected from the group consisting of water, wastewater, aqueous industrial, agricultural and production materials, industrial, agricultural and production gases including polluted air, gaseous and vent emissions, solid waste, materials of plant, animal, or fossil origin, and solid industrial, agricultural or production streams, and combinations thereof.

3. The method as claimed in claim 1, wherein the connection of the said biological treatment zones is selected from the group consisting of sequential treatment zones, parallel treatment zones, parallel-sequential treatment zones, treatment zones in a racetrack arrangement, and treatment zones with recirculation of the said materials and the said sludge among and between the said biological treatment zones.

4. The method as claimed in claim 1, wherein the said biological treatment zone is selected from the group consisting of a single biological reactor, a biological reactor-sludge separation system, a biological reactor-sludge separation-sludge recycle system, and biological reactors with internal recycle of the said materials and the said sludges.

5. The method as claimed in claim 4, wherein the said biological reactor is selected from the group consisting of a completely mixed stirred reactor, plug flow reactor, diffusional flow reactor, multichamber reactor, packed bed upflow reactor, packed bed downflow reactor, suspended sludge blanket reactor, fluidized bed reactor, expanded bed reactor, reactor with rotating contact media, and reactor with internal recirculation of the said materials and the said sludges.

6. The method as claimed in claim 1, wherein the said microorganisms are selected from the group consisting of attached growth and suspended growth organisms.

7. The method as claimed in claim 1, wherein the said organisms are selected from the group consisting of obligate aerobic, facultative aerobic, anoxic, facultative anaerobic, and obligate anaerobic microorganisms.

8. The method as claimed in claim 1, wherein the said microorganisms are selected from the group consisting of psycrophylic, mesophylic, and thermophylic microorganisms.

9. The method as claimed in claim 1, wherein the said at least one sludge conditioning zone is selected from the group consisting of a single tank reactor, a single tank reactor with a bypass, a multiple tank reactor, a multiple tank reactor with a bypass, a multiple tank sequential reactor, a multiple tank parallel flow equal volume reactors, a multiple tank parallel flow unequal volume reactors, a multiple tank parallel reactors with equal flow rate of said sludges to said parallel reactors, a multiple tank parallel reactors with different flow rate of said sludges to said parallel reactors, and combinations of these reactors.

10. The method as claimed in claim 1, and further providing multiple said sludge conditioning zones whereby a separate conditioning of said sludges or a split-flow conditioning of at least one said sludge are conducted.

11. The method as claimed in claim 1 wherein the said biological treatment zones are selected from the group consisting of obligate anaerobic treatment zone, anaerobic treatment zone, facultative treatment zone, anoxic treatment zone, aerobic treatment zone, and obligate aerobic treatment zone.

12. The method of claim 11 and further comprising steps of generating digestion gases in the said obligate anaerobic treatment zone, anaerobic treatment zone, facultative treatment zone, and using the said gases in the said method of biological treatment of materials.

13. The method of claim 1 and further comprising a step of controllable aeration.

14. The method of claim 1 and further comprising steps of controllable feed of the said materials, or the said sludges, or their mixtures between the said biological treatment zones.

15. The method of claim 1, wherein the said microorganisms are selected from the group consisting of autotrophic and heterotrophic microorganisms, and combinations thereof.

16. The method of claim 1, wherein the said at least two biological treatment zones are in a race track arrangement.

17. The method of claim 16, and further the said at least two biological treatment zones are selected from the group consisting of an anoxic biological treatment zone, an anaerobic biological treatment zone, an aerobic biological treatment zone, a facultatively anaerobic biological treatment zone, and combinations thereof.

18. A method of biological treatment of materials in at least two biological treatment zones selected from the group consisting of an anoxic biological treatment zone, an anaerobic biological treatment zone, an aerobic biological treatment zone, a facultatively anaerobic biological treatment zone, and combinations thereof, and further providing a conditioned sludge in at least one of the said at least two biological treatment zones.

19. The method of claim 18, wherein the arrangement of the said at least two biological treatment zones is selected from the group consisting of race track, parallel zones, parallel-sequential zones, zones with recirculating of flows between and among the said at least two biological treatment zones, and combinations thereof.