Department of Civil Engineering, University of Manitoba, Winnipeg, Canada, R3T 5V6.
Department of Civil Engineering, University of Manitoba, Winnipeg, Canada, R3T 5V6.
Chemosphere. 2020 Mar;243:125395. doi: 10.1016/j.chemosphere.2019.125395. Epub 2019 Nov 18.
The objective of the study was to investigate the nitrification process, as well as the bio-chemical removal of cyanate and thiocyanate, while treating gold mining wastewater using an aerobic up-flow SAGR. A total of six SAGRs, each packed with locally sourced pea gravel (estimated specific surface area of 297 m m), were operated at various HRTs and tested on both low- and high-strength gold mining wastewaters. The two sets of three SAGRs were operated at HRTs of 0.45 days, 1.20 days, and 2.40 days. Nitrification was successfully achieved in all six SAGRs regardless of the wastewater strength or HRT examined. The steady-state, 20 °C surface area loading rate was determined to be 1.2 g-TAN m d in order to comply with an effluent discharge limit at 10 mg-TAN L (i.e., with the wastewater sources examined). At all ammonia loading rates, thiocyanate was successfully removed, and residual concentrations were below 2 mg-SCN-N L. Cyanate appeared to be hydrolyzed and subsequently nitrified. Acute toxicity tests conducted on both daphnia and trout revealed the effluent to be safe for direct discharge.
本研究旨在探讨在处理金矿废水时,采用好氧上流式 SAGR 处理废水过程中的硝化作用,以及氰酸盐和硫氰酸盐的生化去除。共有 6 个 SAGR,每个都填充了当地来源的豌豆砾石(估计比表面积为 297 m m),在不同的 HRT 下运行,并对低强度和高强度金矿废水进行了测试。两组三个 SAGR 分别在 HRT 为 0.45 天、1.20 天和 2.40 天的条件下运行。无论废水强度或考察的 HRT 如何,所有 6 个 SAGR 都成功实现了硝化。为了遵守 10 mg-TAN L 的出水排放限值(即针对所考察的废水来源),确定了 20°C 的稳态表面积负荷率为 1.2 g-TAN m d。在所有氨负荷率下,硫氰酸盐都被成功去除,残留浓度低于 2 mg-SCN-N L。氰酸盐似乎被水解并随后硝化。对水蚤和鳟鱼进行的急性毒性试验表明,废水可直接排放,不会造成危害。