北京工业大学 北京市水质科学与水环境恢复工程重点实验室,北京,100124
纸质出版:2012
移动端阅览
彭永臻, 宋燕杰, 刘牡, 等. 晚期渗滤液短程生物脱氮的实现[J]. 土木与环境工程学报(中英文), 2012,34(6):126-132.
PENG Yongzhen, SONG Yanjie, LIU Mu, et al. Achievement of Short-cut Biological Nitrogen Removal of Mature Landfill Leachate[J]. Journal of Civil and Environmental Engineering, 2012, 34(6): 126-132.
彭永臻, 宋燕杰, 刘牡, 等. 晚期渗滤液短程生物脱氮的实现[J]. 土木与环境工程学报(中英文), 2012,34(6):126-132. DOI: 10.3969/j.issn.1674-4764.2012.06.021.
PENG Yongzhen, SONG Yanjie, LIU Mu, et al. Achievement of Short-cut Biological Nitrogen Removal of Mature Landfill Leachate[J]. Journal of Civil and Environmental Engineering, 2012, 34(6): 126-132. DOI: 10.3969/j.issn.1674-4764.2012.06.021.
在SBR反应器中利用游离氨(free ammonia
FA)、游离亚硝酸(free nitrous acid
FNA)对NOB(nitrite oxidizing bacteria
NOB)选择性抑制并耦合实时控制策略处理晚期垃圾渗滤液,成功实现持久稳定的短程生物脱氮,并研究了不同碳氮比及初始pH值对短程生物脱氮的影响。结果表明:通过FA和FNA对NOB的选择性抑制,在线检测反应中pH、DO和ORP数值,利用出现的“氨谷”、“ORP平台”“亚硝酸盐膝”等特征点作为运行操作控制时间点,准确得知反应进程,及时开始下一步操作,获得稳定短程生物脱氮。进水NH4 +-N浓度为108~177.3 mg/L(平均值为138.7 mg/L)时,亚硝积累率一直稳定达90%左右,乙酸钠为碳源时最佳C、N质量比为3,相对于混合液悬浮固体浓度的反硝化速率的平均值达到19.8 mg·g -1·h -1 NOx --N,出水NH4 +-N、NO2 --N、NO3 --N、TN分别小于6、2、1和30 mg/L;初始pH值为8.5时,反硝化速率最大,pH介于7.5~8.5间,反硝化速率差异小于7.3%.
Stable short-cut nitrification was achieved through the selective inhibition of free ammonia (FA)
free nitrous acid (FNA) on the nitrifying bacteria and a real-time control strategy which used pH
DO and ORP as parameters in an SBR reactor. The effects of C/N ratio and initial pH value on the short-cut biological nitrogen removal were studied. It is found that: when influent NH4 +-N concentration was 108~177.3 mg/L
the nitrite accumulation rate was around 90%. The reasons for the favorable nitrite accumulation rate were both the inhibition of FA and FNA on the NOB and the real-time control strategy through detecting the “ammonia valley” and “nitrite knee” two feature points in pH and ORP profiles
respectively. The optimal C/N ratio was 3 when acetate was used as the carbon source. When the denitrification rate with respect to the concentration of mixed liquor suspended solids was 19.8 mg·g -1·h -1 NOx --N
NH4 +-N
NO2 --N
NO3 --N
TN of the effluent were less than 6
2
1 and 30 mg/L
respectively. When initial pH value was 8.5
the denitrification rate was maximum. However the differences of denitrification rate were small when pH was in the range of 7.5~8.5.
0
浏览量
744
下载量
2
CSCD
关联资源
相关文章
相关作者
相关机构
京公网安备11010802024621