Process and device for treating wastewaters by oxidation

Patent metadata

Field	Value
Publication number	US-10654734-B2
Application number	US-201716071555-A
Country	US
Kind code	B2
Filing date	Jan 20, 2017
Priority date	Jan 21, 2016
Publication date	May 19, 2020
Grant date	May 19, 2020

Abstract

Disclosed is a process for treating wastewaters including at least one step of aerobic biological treatment of the wastewaters in a biological reactor ( 3 ), as well as a step of ozonation during which ozone is injected into one or more circuits ( 1, 6 ) arranged to transport a respective fluid into the biological reactor ( 3 ). Also disclosed is a device relating thereto.

First claim

The invention claimed is:

1. A wastewater treatment process comprising at least one step of aerobic biological treatment of wastewater in a biological reactor ( 3 ), and a step during which ozone is directly injected and without an ozone contactor in one or more circuits ( 1 , 6 ) arranged to convey a respective fluid into the biological reactor ( 3 ), the ozone chemical oxidation acting synergistically with the biological oxidation within the biological reactor, without an ozone contactor.

2. The process according to claim 1 , wherein the ozonation step includes injecting ozone in a wastewater inlet circuit ( 1 ) by means of a first injection device ( 2 ).

3. The process according to claim 2 , wherein the amount of ozone injected into the wastewater inlet circuit ( 1 ) during the ozonation step is lower than or equal to two grams per gram of total organic carbon of the wastewater.

4. The process according to claim 1 , further comprising a separation step during which sludge is separated from the wastewater, this separation step being subsequent to the at least one aerobic biological treatment step, wherein the sludge from this separation step is conveyed in the biological reactor ( 3 ) by a recirculation circuit ( 6 ), wherein the ozonation step includes injecting ozone in this recirculation circuit ( 6 ) by means of a second injection device ( 5 ).

5. The process according to claim 4 , wherein the ozone amount injected in the recirculation circuit ( 6 ) during the ozonation step is lower than or equal to two grams per gram of total organic carbon of the wastewater.

6. The process according to claim 2 , further comprising an ozonation post-treatment step during which the wastewater exiting the biological reactor ( 3 ) is contacted with ozone within an ozone contactor ( 8 ).

7. The process according to claim 6 , wherein the ozone amount contacted with the wastewater in the ozone contactor ( 8 ) during the ozonation post-treatment step is lower than or equal to two grams per gram of total organic carbon of the wastewater.

8. The process according to claim 6 , further comprising a gas recycling step during which at least one part of the ozone contacted with the wastewater in the ozone contactor ( 8 ) is recirculated to the first and/or the second injection device, and/or is injected in an aeration zone of the biological reactor ( 3 ).

9. The process according to claim 1 , wherein the ozone injected is gaseous or dissolved.

10. The process according to claim 1 , wherein the ozone comprises oxygen.

11. A wastewater treatment device comprising:
a biological reactor ( 3 ) arranged to make at least one aerobic biological treatment step of the wastewater,
one or more circuits ( 1 , 6 ) arranged to convey a respective fluid into the biological reactor ( 3 ),
further comprising at least one injection device ( 2 , 5 ) arranged to directly inject and without an ozone contactor ozone in one or more of said one or more circuits ( 1 , 6 ), the ozone chemical oxidation acting synergistically with the biological oxidation within the biological reactor, without an ozone contactor.

12. The device according to claim 11 , further comprising:
a wastewater inlet circuit ( 1 ) arranged to convey the wastewater into the biological reactor ( 3 ), and
a first injection device ( 2 ) arranged to inject ozone in the inlet circuit ( 1 ).

13. The device according to claim 11 , further comprising:
a separator ( 4 ) downstream of the biological reactor ( 3 ) arranged to separate sludge from wastewater,
a recirculation circuit ( 6 ) arranged to convey the sludge into the biological reactor ( 3 ),
a second injection device ( 5 ) arranged to inject ozone in the recirculation circuit ( 6 ).

14. The device according to claim 11 , further comprising an ozone contactor ( 8 ) arranged to contact the wastewater exiting the biological reactor ( 3 ) with ozone.

15. The device according to claim 14 , wherein the biological reactor ( 3 ) comprises an aeration zone, and wherein the device further comprises a recycling circuit ( 11 ) arranged to convey at least one part of the ozone contacted with the wastewater into the ozone contactor ( 8 ) to:
the at least one injection device ( 2 , 5 ), and/or
said aeration zone.

16. The device according to claim 11 , wherein the biological reactor ( 3 ) is a conventional activated sludge reactor or a moving bed reactor or fixed bed reactor.

17. The process according to claim 1 , further comprising an ozonation post-treatment step during which the wastewater exiting the biological reactor ( 3 ) is contacted with ozone within an ozone contactor ( 8 ).

18. The process according to claim 3 , further comprising an ozonation post-treatment step during which the wastewater exiting the biological reactor ( 3 ) is contacted with ozone within an ozone contactor ( 8 ).

19. The process according to claim 4 , further comprising an ozonation post-treatment step during which the wastewater exiting the biological reactor ( 3 ) is contacted with ozone within an ozone contactor ( 8 ).

20. The process according to claim 5 , further comprising an ozonation post-treatment step during which the wastewater exiting the biological reactor ( 3 ) is contacted with ozone within an ozone contactor ( 8 ).

Assignees

• Suez Int

Inventors

• Baig Sylvie

Classifications

• C02F3/1221

  comprising treatment of the recirculated sludge · CPC title

• C02F2201/782

  Ozone generators · CPC title

• C02F3/12

  Activated sludge processes · CPC title

• C02F1/78 Primary

  with ozone {(C02F1/4672 takes precedence)} · CPC title

• C02F3/08

  using moving contact bodies · CPC title