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Residence time and contact volume in sloped compost and compost/vegetated filter beds

机译:倾斜堆肥和堆肥/植物滤池中的停留时间和接触体积

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Little is known about transport mechanisms in sloped dormant vegetated and compost only filters for roadway runoff. Residence time experiments were carried out in triplicate in 0.254 m wide x 0.65 m long by 0.10 m deep beds using a bromide tracer. Bed slope was 12°. Only at the lowest flow rate tested (0.276 l/min per m of filter width) were mean residence times in compost beds with and without dormant grasses different. Pools formed ahead of beds at higher flow rate, and pool depth reached bed depth at 3.54 l/min/m. The ideal model of a well-mixed pool in series with a plug flow porous bed was a good predictor of effluent concentration data at flows ≥2.66 l/min/m. Theoretical contact volume within the beds increased with flow rate to reach approx. 30% of available pore space, while free drainage volume declined. Data shows that designs for sloped compost filter beds must consider flow, bed depth and length, and whether or not areas for pooling are needed.
机译:对于倾斜的休眠植被和仅堆肥的道路径流过滤器的运输机理知之甚少。使用溴化物示踪剂在0.254 m宽x 0.65 m长乘0.10 m深的床中一式三份进行停留时间实验。床坡为12°。仅在测试的最低流速(每米过滤器宽度0.276 l / min)下,有和没有休眠草的堆肥床中的平均停留时间都不同。池在较高流速下在床前形成,池深度达到床深度为3.54 l / min / m。推流多孔床串联的充分混合池的理想模型是流量≥2.66l / min / m时废水浓度数据的良好预测指标。床内的理论接触体积随流速的增加而增加。可用孔隙空间的30%,而自由排水量下降。数据表明,倾斜堆肥滤床的设计必须考虑流量,滤床深度和长度以及是否需要合并区域。

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