氨负荷率和盐度对超集约化对虾养殖废水氨处理的影响

Tran Manh, Nguyen Thanh, Tung, Nguyen Trieu Duong, Nguyen Cam Tu, Nguyen Truong Quan, Nguyen Hoai Chau
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摘要

为排放或再循环目的处理超级集约化对虾养殖(SISF)产生的废水目前正引起管理者和研究人员的关注。固定床生物膜反应器(FBBR)已成功用于饮用水的生物处理以及水产养殖场的废水处理。氨和盐度是影响污染物处理效率的重要因素。本文介绍了利用 FBBRs 好氧微生物工艺处理超级集约化养虾废水中氨氮的研究成果。结果表明,在氨氮负荷率为 0.014、0.028、0.049 和 0.070 kg/m3/d 时,盐度为 10‰,氨氮去除率分别为 98 - 99、97.7 - 98.8、96.8 - 98.7 和 95.7 - 98.0%(出水氨氮浓度分别为 0.05 - 0.1、0.12 - 0.23、0.23 - 0.56 和 0.51 - 1.07 mgN/l),在盐度为 15‰时,氨氮去除率分别为 95.8%-96.0%、94.5%-92.0%、93.1%-92.3%和 66.8%-68.8%(出水氨氮分别为 0.20%-0.21%、0.55%-0.8%、1.20%-1.35%和 7.8%-8.3%)。当盐度为 20‰时,氨氮去除率分别为 92.0%-96.0%、87.0%-89.0%、69.1%-70.9% 和 59.6%-66.0%(出水氨氮含量分别为 0.2%-0.4%、1.1%-1.3%、5.1%-5.4% 和 8.5%-10.1%)。这一结果表明,氨负荷和盐度对氨处理效率的影响非常显著。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The effects of ammonium loading rates and salinity on ammonium treatment of wastewater from super-intensive shrimp farming
Treatment of wastewater from super-intensive shrimp farming (SISF) for discharge or recirculation purposes is currently attracting the attention of managers and researchers. The fixed bed biofilm reactor (FBBR) has been successfully used for biological treatment of drinking water as well as for wastewater treatment in aquaculture farm. Ammonium and salinity are important factors affecting the efficiency of pollutants treatment. This paper presents the results of research on ammonium treatment in super-intensive shrimp wastewater by aerobic microbiological process using FBBRs. The results showed that at ammonium loading rates of 0.014; 0.028; 0.049 and 0.070 kg/m3/d, at salinity of 10‰, the ammonium removal efficiencies  were 98 - 99; 97.7 - 98.8; 96.8 – 98.7 and 95.7 – 98.0 percent respectively (ammonium concentrations in effluent were 0.05 – 0.1; 0.12 – 0.23; 0.23 – 0.56 and 0.51 – 1.07 mgN/l, respectively), at salinity of 15‰, the ammonium removal efficiencies  were 95.8-96.0, 94.5-92.0, 93.1-92.3 and 66.8-68.8 percent respectively  (ammonium in effluent were 0.20 – 0.21; 0.55 – 0.8; 1.20 – 1.35 and 7.8 – 8.3 mgN/l, respectively), at salinity of 20‰, the ammonium removal efficiencies were 92.0-96.0, 87.0-89.0, 69.1-70.9 and 59.6-66.0 percent respectively (ammonium in effluent were 0.2 – 0.4; 1.1 – 1.3; 5.1 – 5.4 and 8.5 – 10.1 mgN/l, respectively). This result showed that the influence of ammonium loading and salinity on ammonium treatment efficiency was very significant.
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