好氧、厌氧和厌氧/好氧系统中有害渗滤液的浸没滤池生物处理

Daniel P. Smith
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引用次数: 2

摘要

在稳定和非稳态条件下运行的实验规模生物膜反应器系统中,对工业危险垃圾填埋场渗滤液的好氧、厌氧和厌氧/好氧生物处理进行了评价。渗滤液中挥发性和半挥发性有机物的含量超过了《资源保护与回收法案》(RCRA)为多源渗滤液废水制定的最佳证明可用技术(BDAT)标准。进水渗滤液流连续应用于三个平行系统:1)上流式厌氧过滤器,然后是浸没式好氧过滤器,均采用塑料填料,2)厌氧颗粒活性炭柱,以及3)上流式塑料填料好氧过滤器。所有系统都达到了66% - 82%的稳态COD去除率。顺序厌氧/好氧过滤系统最能抵抗水力和有机冲击负荷,而好氧过滤性能显著下降。虽然特定化学物质的转变…
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Submerged Filter Biotreatment of Hazardous Leachate in Aerobic, Anaerobic, and Anaerobic/Aerobic Systems
ABSTRACT Aerobic, anaerobic, and anaerobic/aerobic biotreatment of an industrial hazardous waste landfill leachate was evaluated in bench scale biofilm reactor systems operated under steady- and non-steady-state conditions. The leachate contained volatile and semi-volatile organics that exceeded the best-demonstrated-available-technology (BDAT) standards established for multi-source leachate wastewater under the Resources Conservation and Recovery Act (RCRA). The influent leachate stream was continuously applied to three parallel systems: 1) an upflow anaerobic filter followed by a submerged aerobic filter, both with plastic packing, 2) an anaerobic granular activated carbon column, and 3) an upflow, plastic packed aerobic filter. All systems achieved steady-state COD removals of 66-82 percent. The sequential anaerobic/aerobic filter system was most resistant to hydraulic and organic shock loading, whereas the aerobic filter performance deteriorated significantly. Though transformations of specific chemic...
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