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Conjunction effect of stream water level and groundwater flow for riverbank stability analysis

机译:河水水位和地下水流量对河岸稳定分析的联合效应

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摘要

Variations in pore-water pressure determined by the groundwater table within a riverbank have been investigated and recognized as an essential factor in determining riverbank stability with respect to mass failure. However, the effect of pore-water pressure is taken into account for most of the existing riverbank stability models under some simplified assumptions, and the limitations of predicting ability may arise. To avoid the unrealistic estimation of pore-water pressure distribution, the new approach proposed here is to couple riverbank stability with groundwater flow modeling, and apply this to tackle the conjunction effect between river stage and groundwater table. Moreover, riverbank material characteristics and the influence of infiltration can be taken into consideration via groundwater flow modeling. Two hypothetical examples, stage rising and stage falling, are used to investigate the capabilities of the present study and two representative methods. The simulated results show that riverbank failure is triggered particularly during the falling stage, which has been pointed out by other researchers as well. Furthermore, the riverbank material characteristics predominantly control the occurrence of failure and should be considered regarding assessment of riverbank stability. Additionally,the effects of parameters indicate that riverbanks with soil properties of low permeability or high specific yield with great infiltration intensity during the falling stage have a tendency to riverbank failure.
机译:由河床中的地下水位确定的孔隙水压力的变化已得到研究,并被认为是确定相对于质量破坏的河岸稳定性的重要因素。但是,在一些简化的假设下,大多数现有河岸稳定模型都考虑了孔隙水压力的影响,并且可能会产生预测能力的局限性。为了避免对孔隙水压力分布的不切实际的估计,这里提出的新方法是将河岸稳定性与地下水流模型耦合起来,并将其应用于解决河段与地下水位之间的联合效应。此外,可通过地下水流模型考虑河岸物质特征和入渗的影响。两个假想的例子,阶段上升和阶段下降,用于研究本研究的能力和两种代表性方法。模拟结果表明,河岸破坏尤其是在下降阶段被触发,其他研究者也指出了这一点。此外,河岸的物质特性主要控制了破坏的发生,因此在评估河岸稳定性时应予以考虑。此外,参数的影响表明,在下降期土壤特性低渗透性或高比产,入渗强度大的河岸有河岸破坏的趋势。

著录项

  • 来源
    《Environmental earth sciences》 |2011年第4期|p.707-715|共9页
  • 作者单位

    Department of Civil Engineering, Disaster Prevention and Water Environment Research Center, National Chiao Tung University, 1001 Ta Hsueh Road, Hsinchu 30010, Taiwan;

    Department of Civil and Water Resources Engineering, National Chiayi University, 300 Syuefu Road, Chiayi 60004, Taiwan;

    Department of Civil Engineering, Disaster Prevention and Water Environment Research Center, National Chiao Tung University, 1001 Ta Hsueh Road, Hsinchu 30010, Taiwan;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    riverbank stability; groundwater flow; pore-water pressure; stream water level;

    机译:河岸稳定地下水流量孔隙水压力溪水水位;

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