Wastewater treatment method
View Patent ↗A wastewater treatment method for treating wastewater containing ammonium nitrogen, includes the steps of: charging an unacclimated denitrification carrier containing anaerobic ammonium-oxidizing bacteria into a treatment tank; charging an unacclimated nitrification carrier containing nitrifying bacteria into the treatment tank; acclimating the unacclimated denitrification carrier in the treatment tank under an anaerobic condition; acclimating the unacclimated nitrification carrier in the treatment tank under an aerobic condition, after having acclimated the denitrification carrier; nitriting the ammonium nitrogen in the wastewater to generate nitrite with the acclimated nitrification carrier; and denitrifying the nitrite generated by nitriting the ammonium nitrogen with the acclimated denitrification carrier, while using the ammonium nitrogen in the wastewater as a hydrogen donor.
1. A wastewater treatment method for treating wastewater containing ammonium nitrogen, comprising the steps of:
charging an unacclimated denitrification carrier containing anaerobic ammonium-oxidizing bacteria into a treatment tank;
charging an unacclimated nitrification carrier containing nitrifying bacteria into the treatment tank;
acclimating the unacclimated denitrification carrier in the treatment tank under an anaerobic condition;
acclimating the unacclimated nitrification carrier in the treatment tank under an aerobic condition, after having acclimated the denitrification carrier;
nitriting the ammonium nitrogen in the wastewater to generate nitrite with the acclimated nitrification carrier; and
denitrifying the nitrite generated by nitriting the ammonium nitrogen with the acclimated denitrification carrier, while using the ammonium nitrogen in the wastewater as a hydrogen donor.
2. The wastewater treatment method according to claim 1 , wherein the denitrification carrier is acclimated so that the number of the anaerobic ammonium-oxidizing bacteria is 1.5×10 7 cells/mL or more, and then the nitrification carrier is acclimated.
3. The wastewater treatment method according to claim 2 , wherein the nitrification carrier is acclimated so that the number of the nitrifying bacteria is 6.0×10 7 cells/mL or more.
4. The wastewater treatment method according to claim 2 , wherein the nitrification carrier is acclimated so that the number of the nitrifying bacteria is 1.2×10 8 cells/mL or more.
5. The wastewater treatment method according to claim 1 , wherein the concentration of dissolved oxygen in the treatment tank is maintained at less than 1 mg/L in the step of acclimating the denitrification carrier.
6. The wastewater treatment method according to claim 1 , wherein the concentration of dissolved oxygen in the treatment tank is maintained at 1 mg/L or more and 8 mg/L or less, in the step of acclimating the nitrification carrier.
7. The wastewater treatment method according to claim 1 , wherein a nitrite solution is supplied to the treatment tank in the step of acclimating the denitrification carrier.
8. The wastewater treatment method according to claim 7 , wherein the wastewater in the treatment tank is aerated and stirred intermittently with the use of an air diffuser, in the step of acclimating the denitrification carrier.
9. The wastewater treatment method according to claim 1 , wherein the wastewater in the treatment tank is aerated and stirred intermittently with the use of an air diffuser, in the step of acclimating the denitrification carrier.
10. The wastewater treatment method according to claim 1 , wherein the denitrification carrier and the nitrification carrier are entrapment immobilization pellets.
11. The wastewater treatment method according to claim 1 , wherein the nitrification carrier is acclimated so that the number of the nitrifying bacteria is 6.0×10 7 cells/mL or more.
12. The wastewater treatment method according to claim 1 , wherein the nitrification carrier is acclimated so that the number of the nitrifying bacteria is 1.2×10 8 cells/mL or more.