Degradation kinetics of organic matter in domestic sewage by sequencing batch reactor

被引:0
|
作者
Ma, Kai [1 ,2 ]
Zhao, Haodong [1 ,2 ]
Zhang, Guozhen [1 ,2 ]
Zhou, Tianhong [1 ,2 ]
机构
[1] Lanzhou Jiaotong Univ, Sch Environm & Municipal Engn, Lanzhou 730070, Peoples R China
[2] Key Lab Yellow River Environm Gansu Prov, Lanzhou 730070, Peoples R China
基金
中国国家自然科学基金;
关键词
Sequential batch activated sludge process; Degradation of organic matter; First order kinetic model; WASTE-WATER; NITROGEN REMOVAL; CONTROL-SYSTEM; SBR; PERFORMANCE; CARBON; ORP;
D O I
10.1016/j.dwt.2024.100251
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
The sequencing batch reactor (SBR) has become a popular sewage treatment process in various industries due to its strong impact load resistance and numerous other advantages. This study examines the variations of chemical oxygen demand chromium (CODcr), ammoniacal nitrogen (NH 3 -N), total bound nitrogen (TN) and total phosphorus (TP) with aeration time to investigate the degradation patterns of different pollutants during the SBR's reaction stage. Additionally, an organic matter degradation kinetic model was developed. The experimental results showed that the CODcr and NH 3 -N in the reactor met the national discharge standards after two hours of influent. Furthermore, the removal rates of CODcr and NH 3 -N exceeded 85% and 99%, respectively, at the end of the final aeration. At the same time, the TN and TP removal rates remained stable at approximately 45% and 68%. The analysis of the kinetic model showed that the degradation process of organic matter followed a first -order kinetic equation: S = S 0 e 0.00012Xt . The regression model's fitting value exhibited a high degree of conformity with CODcr removal's experimental results, with the average relative error of 5.52% falling within an acceptable range. Furthermore, the correlation coefficient (0.9966) indicated high accuracy and effectively represented the changes in organic matter throughout the SBR reaction stage. Consequently, this model can serve as a theoretical foundation for determining CODcr's maximum treatment capacity in experimental wastewater.
引用
收藏
页数:7
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