[특허]Method and system for treating wastewater

Method and system for treating wastewater 원문보기

IPC분류정보
국가/구분	United States(US) Patent 등록
국제특허분류(IPC7판)	C02F-003/30
출원번호	US-0962348 (2010-12-07)
등록번호	US-8721887 (2014-05-13)
발명자 / 주소	Daigger, Glen T. Sandino, Julian Goodwin, Steven J.
출원인 / 주소	CH2M Hill, Inc.
대리인 / 주소	Dorsey & Whitney LLP
인용정보	피인용 횟수 : 0 인용 특허 : 95

초록 ▼

Methods and systems for utilizing biological wastewater treatment processes to remove nutrients from wastewater containing reduced sulfide compounds may include treating the wastewater in an anaerobic zone, an anoxic zone, and an aerobic zone. The wastewater is first treated in the anaerobic zone to uptake residual biodegradable organic material using specialized bacteria known as phosphorus accumulating organisms (“PAOs”) and glycogen accumulating organisms (“GAOs”). After treatment in the anaerobic zone, the wastewater is treated in an anoxic zone to convert nitrates to nitrogen gas and sulfur to sulfates. Following treatment in the anoxic zone, the wastewater is treated in the aerobic zone to oxidize ammonia to nitrate and to complete removal of phosphorus. After treatment in the aerobic zone, the wastewater may be treated in other zones, or may be delivered to a liquid-solids treatment stage.

대표청구항 ▼

1. A method for treating wastewater comprising: biologically treating the wastewater in an anaerobic zone with a suspended mixed liquor to reduce biodegradable organic materials contained within the wastewater;after treatment in the anaerobic zone, biologically treating the wastewater in an anoxic zone with the suspended mixed liquor to oxidize reduced sulfur compounds contained within the wastewater, wherein the anoxic zone has a solids retention time of at least three days;after treatment in the anoxic zone, biologically treating the wastewater in an aerobic zone with the suspended mixed liquor to oxidize ammonia contained within the wastewater and to remove phosphorus contained within the wastewater; andcirculating at least a portion of the wastewater treated in the aerobic zone to the anoxic zone to maintain a concentration of nitrates within the anoxic zone at least at 0.7 mg nitrate-N/mg H2S—S. 2. The method of claim 1, further comprising promoting the growth of autotrophic denitrifiers in the anoxic zone. 3. The method of claim 1, further comprising circulating at least a portion of the wastewater treated in the anoxic zone to the anaerobic zone to provide microorganisms to the anaerobic zone. 4. The method of claim 1, further comprising removing a significant portion of the biodegradable organic materials within the anaerobic zone prior to treating the wastewater in the anoxic zone. 5. The method of claim 1, further wherein the anaerobic zone has a solids retention time of at least two days. 6. The method of claim 1, further comprising after treatment in the aerobic zone, subjecting wastewater discharged from the aerobic zone to a liquid-solids separation process to separate solids from the wastewater. 7. The method of claim 6, further comprising circulating at least a portion of the solids to the aerobic zone. 8. A system for treating wastewater comprising: an anaerobic zone configured to biologically remove, with a suspended mixed liquor, biodegradable organic materials contained within the wastewater;an anoxic zone in fluid communication with the anaerobic zone and downstream of the anaerobic zone, the anoxic zone configured to biologically oxidize reduced sulfur compounds with the suspended mixed liquor and the anoxic zone configured to have a solids retention time of at least three days;an aerobic zone in fluid communication with the anoxic zone and downstream of the anoxic zone, the aerobic zone configured to utilize the mixed liquor to biologically oxidize ammonia contained within the wastewater and to biologically remove phosphorus contained within the wastewater; andthe system is configured to circulate at least a portion of the wastewater treated in the aerobic zone to the anoxic zone to maintain a concentration of nitrates within the anoxic zone at least at 0.7 mq nitrate-N/mq H2S—S. 9. The system of claim 8, wherein the anoxic zone is configured to promote growth of autotrophic denitrifiers. 10. The system of claim 8, wherein the system is further configured to circulate at least a portion of the wastewater treated in the anoxic zone to the anaerobic zone to provide microorganisms to the anaerobic zone. 11. The system of claim 8, wherein the anaerobic zone is configured to remove a significant portion of the biodegradable organic materials prior to treating the wastewater in the anoxic zone. 12. The system of claim 8, wherein the anaerobic zone is configured to have a solids retention time of at least two days. 13. The system of claim 8, further comprising a solids-liquid separation process to separate solids from wastewater received from the aerobic zone, the liquid-solids separation process in fluid communication with the aerobic zone and downstream of the aerobic zone. 14. The system of claim 13, wherein the system is configured to circulate at least a portion of the solids to the aerobic zone.

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IPC	Description
A	생활필수품
A62	인명구조; 소방(사다리 E06C)
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A62B-1/08	.. 윈치 또는 풀리에 제동기구가 있는 것

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Method and system for treating wastewater 원문보기

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Method and system for treating wastewater 원문보기

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