Applied Environmental Technology, 10809 Cedar Cove Drive, Tampa, FL 33592, USA.
Water Sci Technol. 2012;65(4):750-6. doi: 10.2166/wst.2012.904.
A passive biofiltration process has been developed to enhance nitrogen removal from onsite sanitation water. The system employs an initial unsaturated vertical flow biofilter with expanded clay media (nitrification), followed in series by a horizontal saturated biofilter for denitrification containing elemental sulfur media as electron donor. A small-scale prototype was operated continuously over eight months on primary wastewater effluent with total nitrogen (TN) of 72.2 mg/L. The average hydraulic loading to the unsaturated biofilter surface was 11.9 cm/day, applied at a 30 min dosing cycle. Average effluent TN was 2.6 mg/L and average TN reduction efficiency was 96.2%. Effluent nitrogen was 1.7 mg/L as organic N, 0.93 mg/L as ammonium (NH(4)-N), and 0.03 as oxidized (NO(3) + NO(2)) N. There was no surface clogging of unsaturated media, nitrate breakthrough, or replenishment of sulfur media over eight months. Visual and microscopic examinations revealed substantially open pores with limited material accumulation on the upper surface of the unsaturated media. Material accumulation was observed at the inlet zone of the denitrification biofilter, and sulfur media exhibited surface cavities consistent with oxidative dissolution. Two-stage biofiltration is a simple and resilient system for achieving high nitrogen reductions in onsite wastewater.
已开发出一种被动生物过滤工艺,以增强现场卫生用水的脱氮能力。该系统采用初始非饱和垂直流生物滤池,采用膨胀粘土介质(硝化),然后串联一个水平饱和生物滤池,用于反硝化,其中包含作为电子供体的元素硫介质。一个小型原型系统连续运行了八个月,处理总氮(TN)为 72.2mg/L 的原废水。非饱和生物滤池表面的平均水力负荷为 11.9cm/天,采用 30 分钟投配周期。平均出水 TN 为 2.6mg/L,TN 去除率平均为 96.2%。出水氮以有机氮 1.7mg/L、铵(NH(4)-N)0.93mg/L 和氧化(NO(3)+NO(2))0.03mg/L 的形式存在。非饱和介质没有表面堵塞、硝酸盐穿透或硫介质补充,经过八个月的时间。通过肉眼和显微镜检查发现,非饱和介质的上表面具有大量开放的孔隙,只有有限的物质积累。在反硝化生物滤池的入口区观察到物质积累,并且硫介质表现出与氧化溶解一致的表面空穴。两级生物过滤是一种简单而有弹性的系统,可实现现场废水的高氮去除。