Nitrogen removal and N2O emission in a full-scale domestic wastewater treatment plant with intermittent aeration

被引:171
作者
Kimochi, Y
Inamori, Y
Mizuochi, M
Xu, KQ
Matsumura, M
机构
[1] Univ Tsukuba, Fac Agr, Tsukuba, Ibaraki 3050006, Japan
[2] Natl Inst Environm Studies, Tsukuba, Ibaraki 3050053, Japan
[3] Tohoku Univ, Fac Engn, Sendai, Miyagi 9800845, Japan
[4] Univ Tsukuba, Inst Appl Biochem, Tsukuba, Ibaraki 3050006, Japan
来源
JOURNAL OF FERMENTATION AND BIOENGINEERING | 1998年 / 86卷 / 02期
关键词
global warming; nitrous oxide; nitrification; denitrification; wastewater treatment; ammonia removal;
D O I
10.1016/S0922-338X(98)80114-1
中图分类号
Q81 [生物工程学(生物技术)]; Q93 [微生物学];
学科分类号
071005 ; 0836 ; 090102 ; 100705 ;
摘要
Nitrous oxide (N2O) is emitted from wastewater treatment processes. It is known as a greenhouse gas that contributes to global warming (over 200 times more per molecule than carbon dioxide) and to the destruction of the ozone layer. It is therefore of great importance to develop technology that can suppress N2O emission. The effects of an anoxic period on N2O emission and nitrogen removal were investigated in an actual domestic wastewater treatment plant. When operated with intermittent aeration, most of the N2O was emitted into the atmosphere during the aerobic period. N2O emission from the intermittent process was estimated to be 0.43-1.89 g N2O person(-1) year(-1). Maintaining a dissolved oxygen (DO) concentration of over 0.5 mg l(-1) during the aerobic period resulted in the complete conversion of the influent NH4-N to NO3-N and a 60-min anoxic period was sufficient for denitrification to be completed. The findings show that an optimum combination of aerobic and anoxic conditions and their suitable control are very important for improving nitrogen removal efficiency and controlling N2O emission.
引用
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页码:202 / 206
页数:5
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