首页> 外文期刊>Water Science and Technology >Sewer exfiltration and the colmation layer
【24h】

Sewer exfiltration and the colmation layer

机译:下水道渗透和归类层

获取原文
获取原文并翻译 | 示例
           

摘要

Sewer rig studies demonstrate a rapid exponential decline in exfiltration rates from gaps andnjoints to establish an ultimate steady-state equilibrium varying between 1023–1026 l s21, withnminimum average daily rates per standardised leak area and sewer length varying betweenn0.02–9.0 l d21cm22 and 0.0002–2.0 l s21km21 respectively. These loss rates are much larger thannthose derived from indirect monitoring/modelling studies which suggest losses betweenn1.4 £ 1025–0.179 l s21km21. The confusion regarding conflicting definitions of the colmation,ntransition, bridging and biofilm layers is addressed, and the significance of these clogging layersnin terms of both hydraulic and matrix potential on the exfiltration loss is evaluated. The influencenof variability and instability of flow and bed turbulence on determining critical leakage conditionsnfollowing the onset of equilibrium steady-state is assessed. This challenges the generally heldnassumption that elevated head pressure condition alone is a necessary precursor for rupture ofnthe clogging layers.
机译:下水道钻机研究表明,间隙和接头的渗出速率迅速呈指数下降,从而建立了最终的稳态平衡,变化范围为1023–1026 l s21,每个标准泄漏面积的日平均速率和下水道长度的最小日变化量为n0.02–9.0 l d21cm22和分别为0.0002–2.0 l s21km21。这些损失率远大于间接监测/建模研究得出的损失率,间接监测/模型研究表明损失在n1.4≤1025–0.179 l s21km21之间。解决了关于准直层,非过渡层,桥接层和生物膜层定义冲突的困惑,并从水力和基质势两方面评估了这些堵塞层对渗透损失的重要性。评估了流动和床湍流的可变性和不稳定性对确定稳态稳态之后临界泄漏条件的影响。这挑战了通常认为的前提条件,即升高的头部压力条件是堵塞层破裂的必要先兆。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号