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高速硝化滴滤池在饮用水处理中的应用。

Application of high rate nitrifying trickling filters for potable water treatment.

作者信息

van den Akker Ben, Holmes Mike, Cromar Nancy, Fallowfield Howard

机构信息

Department of Environmental Health and Flinders Research Centre for Coastal and Catchment Environments, Flinders University, Bedford Park, South Australia, Australia.

出版信息

Water Res. 2008 Nov;42(17):4514-24. doi: 10.1016/j.watres.2008.07.038. Epub 2008 Aug 9.

Abstract

The interference of ammonia with chlorination is a prevalent problem encountered by water treatment plants located throughout South East Asia. The efficacy of high rate, plastic-packed trickling filters as a pre-treatment process to remove low concentrations of ammonia from polluted surface water was investigated. This paper presents the findings from a series of pilot experiments, which were designed to investigate the effect of specific conditions-namely low ammonia feed concentrations (0.5-5.0 mg NH(4)-NL(-1)), variations in hydraulic surface load (72.5-145 m(3)m(-2)d(-1)) and high suspended solid loads (51+/-25 mgL(-1))-on filter nitrifying capacity. The distribution of nitrification activity throughout a trickling filter bed was also characterised. Results confirmed that high hydraulic rate trickling filters were able to operate successfully, under ammonia-N concentrations some 10- to 50-fold lower and at hydraulic loading rates 30-100 times greater than those of conventional wastewater applications. Mass transport limitations posed by low ammonia-N concentrations on overall filter performance were insignificant, where apparent nitrification rates (0.4-1.6 g NH(4)-Nm(-2)d(-1)), equivalent to that of wastewater filters were recorded. High inert suspended solid loadings had no adverse effect on nitrification. Results imply that implementation of high rate trickling filters at the front-end of a water treatment train would reduce the ammonia-related chlorine demand, thereby offering significant cost savings.

摘要

氨对氯化作用的干扰是东南亚各地水处理厂普遍遇到的问题。研究了高速塑料填料滴滤池作为预处理工艺去除受污染地表水中低浓度氨的效果。本文介绍了一系列中试实验的结果,这些实验旨在研究特定条件的影响,即低氨进水浓度(0.5 - 5.0 mg NH₄-NL⁻¹)、水力表面负荷变化(72.5 - 145 m³m⁻²d⁻¹)和高悬浮固体负荷(51 ± 25 mgL⁻¹)对滤池硝化能力的影响。还对滴滤池床层中硝化活性的分布进行了表征。结果证实,高水力速率滴滤池能够成功运行,其氨氮浓度比传统废水处理应用低约10至50倍,水力负荷率比传统废水处理应用高30至100倍。低氨氮浓度对整体滤池性能造成的传质限制不显著,记录到的表观硝化速率(0.4 - 1.6 g NH₄-Nm⁻²d⁻¹)与废水滤池相当。高惰性悬浮固体负荷对硝化作用没有不利影响。结果表明,在水处理流程前端采用高速滴滤池将降低与氨相关的氯需求,从而节省大量成本。

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