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Resuspension of E. coli from Stream Bottom Substrates

机译:从流底基质中重悬大肠杆菌

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Microorganisms in streams are potentially transported as freely suspended organisms or attached to particulates. Many water quality models currently neglect resuspension, an important process to predict in-stream bacteria concentrations. The objective of this work is to measure resuspension of E. coli from different substrates under a range of flows. An assessment of the attached fraction and resuspension rate was completed by measuring E. coli concentrations in a recirculating flume at two locations. The test was completed for three different substrates: sand, sand-silt, and sand-silt covered with biofilm. The experiments were conducted at flows below, and above the calculated critical shear stress, as well as two different water depths. Attachment ratios were assessed using a combination of shaking and filtering techniques. The results showed that attachment ratios increased as particle sizes decreases and cohesion increased. Attachment decreased after the critical shear stress was surpassed; sand attachment decreased from 14.29% to 11.44%, sand-silt decreased from 42.01% to 20.59% and biofilm decreased from 82.52% to 11.77% (values averaged for two collection points). The resuspension calculations show resuspension of attached particles at the first test point (8.54E-7 to 1.74E-5 CFU/m~2/s) and deposition at the second test point (-2.99E-5 to 1.69E-5 CFU/m~2/s). At the first sample location there was a steady increase of resuspension as shear stress increased whereas at the second sample location the resuspension rate remained nearly constant.
机译:溪流中的微生物有可能作为自由悬浮的有机物运输或附着在微粒上。当前,许多水质模型都忽略了重悬,这是预测流中细菌浓度的重要过程。这项工作的目的是在一定范围的流量下测量大肠杆菌从不同底物的重悬状态。通过测量两个位置的循环水槽中的大肠杆菌浓度来完成对附着级分和重悬率的评估。测试针对三种不同的基材完成:沙子,沙子淤泥和覆盖有生物膜的沙子淤泥。实验是在低于和高于计算的临界剪切应力以及两种不同水深的流量下进行的。使用摇动和过滤技术的组合评估附着率。结果表明,附着率随着粒径的减小和内聚力的增加而增加。超过临界剪应力后,附着力降低;沙的附着率从14.29%降低到11.44%,沙粒的淤积从42.01%降低到20.59%,生物被膜从82.52%降低到11.77%(两个收集点的平均值)。重悬计算显示附着的颗粒在第一个测试点(8.54E-7至1.74E-5 CFU / m〜2 / s)重悬浮并在第二个测试点(-2.99E-5至1.69E-5 CFU)沉积/ m〜2 / s)。在第一个样品位置,随着剪切应力的增加,重悬浮稳定增加,而在第二个样品位置,重悬浮速率几乎保持恒定。

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