IP Library Granted Patent US 8,388,845
Granted Patent B2
US 8,388,845 · App. 12/720,731 · Granted Mar 5, 2013

Wastewater treatment method and wastewater treatment apparatus

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Quick Facts
Patent No.
US 8,388,845
App. No.
12/720,731
Granted
Mar 5, 2013
Kind
B2
Abstract

An aspect of the present invention provides a wastewater treatment method for treating wastewater containing ammonium nitrogen, including the steps of: oxidizing the ammonium nitrogen in the wastewater to nitrite with nitrifying bacteria in a treatment tank in which the nitrifying bacteria and anaerobic ammonium-oxidizing bacteria having a half-saturation constant of 6.1 mgN/L or more with respect to nitrite coexist; and denitrifying the nitrite formed through the oxidation of the ammonium nitrogen, with the anaerobic ammonium-oxidizing bacteria in the treatment tank, while using the ammonium nitrogen contained in the wastewater as a hydrogen donor. The method employs the anaerobic ammonium-oxidizing bacteria that can maintain the denitrification activity even under a condition in which the amount of dissolved oxygen is large, consequently can easily maintain the activities of both of the nitrifying bacteria and the anaerobic ammonium-oxidizing bacteria which coexist in the same treatment tank, and can rapidly perform wastewater treatment.

Claims (19)

1. A wastewater treatment method for treating wastewater containing ammonium nitrogen, comprising the steps of:

oxidizing the ammonium nitrogen in the wastewater to nitrite with nitrifying bacteria in a treatment tank in which the nitrifying bacteria and anaerobic ammonium-oxidizing bacteria having a half-saturation constant of 6.1 mgN/L or more with respect to nitrite coexist; and

denitrifying the nitrite formed through the oxidation of the ammonium nitrogen, with the anaerobic ammonium-oxidizing bacteria in the treatment tank, while using the ammonium nitrogen contained in the wastewater as a hydrogen donor.

2. The wastewater treatment method according to claim 1 , wherein the concentration of the nitrite in the treatment tank is maintained at 15 mg/L or more and 250 mg/L or less.

3. The wastewater treatment method according to claim 1 , wherein the concentration of ammonium in the treatment tank is maintained at 3 mg/L or more.

4. The wastewater treatment method according to claim 2 , wherein the concentration of ammonium in the treatment tank is maintained at 3 mg/L or more.

5. The wastewater treatment method according to claim 1 , wherein the nitrifying bacteria have a half-saturation constant of 15 mgN/L or more with respect to ammonium.

6. The wastewater treatment method according to claim 4 , wherein the nitrifying bacteria have a half-saturation constant of 15 mgN/L or more with respect to ammonium.

7. The wastewater treatment method according to claim 1 , wherein the nitrifying bacteria and the anaerobic ammonium-oxidizing bacteria are immobilized on different carriers from each other.

8. The wastewater treatment method according to claim 6 , wherein the nitrifying bacteria and the anaerobic ammonium-oxidizing bacteria are immobilized on different carriers from each other.

9. The wastewater treatment method according to claim 7 , wherein the carrier is entrapping immobilization pellets.

10. The wastewater treatment method according to claim 8 , wherein the carrier is entrapping immobilization pellets.

11. A wastewater treatment apparatus comprising:

a treatment tank in which nitrifying bacteria and anaerobic ammonium-oxidizing bacteria having a half-saturation constant of 6.1 mgN/L or more with respect to nitrite coexist.

12. The wastewater treatment apparatus according to claim 11 , wherein the nitrifying bacteria have a half-saturation constant of 15 mgN/L or more with respect to ammonium.

13. The wastewater treatment apparatus according to claim 11 , wherein the nitrifying bacteria and the anaerobic ammonium-oxidizing bacteria are immobilized on different carriers from each other.

14. The wastewater treatment apparatus according to claim 12 , wherein the nitrifying bacteria and the anaerobic ammonium-oxidizing bacteria are immobilized on different carriers from each other.

15. The wastewater treatment apparatus according to claim 13 , wherein the carrier is entrapping immobilization pellets.

16. The wastewater treatment apparatus according to claim 14 , wherein the carrier is entrapping immobilization pellets.

Assignments (2)
MERGER Recorded Mar 4, 2014
From: HITACHI PLANT TECHNOLOGIES, LTD.
To: HITACHI, LTD.
Reel/Frame 032384/0877 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Mar 10, 2010
From: ISAKA, KAZUICHI; KIMURA, YUYA; SUMINO, TATSUO
To: HITACHI PLANT TECHNOLOGIES, LTD.
Reel/Frame 024056/0369 →