Hu Jie, Xu Bing, Yan Jiabao, Fan Guozhi
School of Chemical and Environmental Engineering, Wuhan Polytechnic University Wuhan 430023 China
Hubei Province Key Laboratory of Coal Conversion and New Carbon Materials, School of Chemistry and Chemical Engineering, Wuhan University of Science and Technology Wuhan 430081 China.
RSC Adv. 2025 Mar 27;15(12):9398-9407. doi: 10.1039/d5ra00218d. eCollection 2025 Mar 21.
Coking wastewater is a representative intractable industrial wastewater, which contains plenty of organic pollutants and nutrient nitrogen and needs to be treated effectively. The decarburization, denitrification characteristics and microbial community composition and structure of coking wastewater treated by a full-scale two-stage anoxic-oxic (A/O) process were systematically investigated. The results showed that the full-scale two-stage A/O process exhibited outstanding decarburization and denitrification capability with a removal efficiency above 90% for chemical oxygen demand (COD), ammonium nitrogen (NH -N), and total nitrogen (TN) in coking wastewater. Different biological reaction tanks in the two-stage A/O process played various roles in coking wastewater treatment. COD was mainly removed in the first stage anoxic tank (A1), TN was mainly removed in A1 and the second stage anoxic tank (A2), and NH -N was mainly removed in the first stage oxic tank (O1). The function of different biological reaction tanks was highly associated with the composition and structure of the microbial community. The differential microorganisms in different biological reaction tanks were determined by multidimensional analysis. , , , , , , were the key differential microorganisms in A1. , , , , , , were the key differential microorganisms in O1. , , , , , were the key differential microorganisms in A2. , , , , , were the key differential microorganisms in the second stage oxic tank (O2). Augmenting the key microorganisms in different biological reaction tanks is crucial for boosting the treatment effect of actual coking wastewater.
焦化废水是一种典型的难处理工业废水,含有大量有机污染物和营养氮,需要进行有效处理。系统研究了采用全尺寸两段缺氧-好氧(A/O)工艺处理的焦化废水的脱碳、脱氮特性以及微生物群落组成和结构。结果表明,全尺寸两段A/O工艺对焦化废水中的化学需氧量(COD)、氨氮(NH₃-N)和总氮(TN)具有出色的脱碳和脱氮能力,去除效率均高于90%。两段A/O工艺中的不同生物反应池在焦化废水处理中发挥着不同作用。COD主要在第一阶段缺氧池(A1)中去除,TN主要在A1和第二阶段缺氧池(A2)中去除,NH₃-N主要在第一阶段好氧池(O1)中去除。不同生物反应池的功能与微生物群落的组成和结构高度相关。通过多维分析确定了不同生物反应池中的差异微生物。[具体微生物名称1]、[具体微生物名称2]、[具体微生物名称3]、[具体微生物名称4]、[具体微生物名称5]、[具体微生物名称6]是A1中的关键差异微生物。[具体微生物名称7]、[具体微生物名称8]、[具体微生物名称9]、[具体微生物名称10]、[具体微生物名称11]、[具体微生物名称12]是O1中的关键差异微生物。[具体微生物名称13]、[具体微生物名称14]、[具体微生物名称15]、[具体微生物名称16]、[具体微生物名称17]是A2中的关键差异微生物。[具体微生物名称18]、[具体微生物名称19]、[具体微生物名称20]、[具体微生物名称21]、[具体微生物名称22]是第二阶段好氧池(O2)中的关键差异微生物。增加不同生物反应池中的关键微生物对于提高实际焦化废水的处理效果至关重要。