Effect of sludge-fly ash ceramic particles (SFCP) on synthetic wastewater treatment in an A/O combined biological aerated filter.
Effect of sludge-fly ash ceramic particles (SFCP) on synthetic wastewater treatment in an A/O combined biological aerated filter.
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DOI:
10.1016/j.biortech.2008.08.035
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发表时间:
2009-02
影响因子:
11.4
通讯作者:
Shu-xin Han;Q. Yue;M. Yue;B. Gao;Yaqin Zhao;Wenjing Cheng
中科院分区:
文献类型:
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作者:
Shu-xin Han;Q. Yue;M. Yue;B. Gao;Yaqin Zhao;Wenjing Cheng
Novel media–sludge-fly ash ceramic particles (SFCP) employed in an upflow lab-scale A/O BAF were investigated for synthetic wastewater treatment. The influences of hydraulic retention time (HRT), air–liquid ratio (A/L) and recirculation on the removals of chemical oxygen demand (CODcr), ammonia (NH4+–N) and total nitrogen (TN) were discussed. The optimum operation conditions were obtained as HRT of 2.0h, A/L of 15:1 and 200% recirculation. Under the optimal conditions, 90% CODcr, more than 98% NH3–N and approximately 70% TN were removed. The average consumed volumetric loading rates for CODcr, NH4+–N and TN with 200% recirculation were 4.06, 0.36 and 0.29kg(m3d)−1, respectively. The CODcr and TN removal mainly occurred in the anoxic zone, while nitrification was completed at the height of 70cm from the inlet of the bottom due to a suitable column layout of biological aerated filter (BAF). The characteristics of wastewater and backwashing affected TN removal to a large degree. In addition, the features of media (SFCP) and synthetic wastewater contributed to a strong buffer capacity in the BAF system so that the effluent pH at different media height fluctuated slightly and was insensitive to recirculation.