首页> 外文会议>International Symposium on Flood Defence vol.2; 20020910-13; Beijing(CN) >Invited lecture: Assessing the geomorphic effectiveness of extreme floods along resistant-boundary channels
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Invited lecture: Assessing the geomorphic effectiveness of extreme floods along resistant-boundary channels

机译:特邀演讲:评估沿边界边界通道的极端洪水的地貌有效性

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One of the challenges facing those seeking to mitigate flood hazards involves predicting the extent of change in channel boundaries during a flood. This challenge is exacerbated along channels formed in erosionally-resistant materials such as very coarse-grained or cohesive substrates. Few equations exist which accurately predict erosion thresholds for either cobble/boulder clasts or bedrock. This results in part from the fact that these substrates are commonly very heterogeneous because of a range of grain sizes in the unconsolidated material, or discontinuities such as joints in the bedrock. Precise quantification of erosional thresholds is also difficult because of the highly turbulent and fluctuating hydraulic forces characteristic of resistant-boundary channels. However, in many cases, effective flood hazard mitigation depends on being able to predict sites of erosion, deposition, and stability at the reach-scale of channel segments hundreds of meters to kilometers in length. This may be done using a generalized dataset to define a lower threshold value for substantial flood modification of channel boundaries as a function of stream power per unit area and drainage area: ω=21A~(0.36) where ω is stream power per unit area (W/m~2) and A is drainage area (km~2). Prediction of channel response to floods may also be based on a comparison of hydraulic driving forces (estimated using surveyed channel geometry and step-backwater modeling) and substrate resisting forces (estimated using grain-size distribution for cobble/boulder substrates, or rock-mass strength for bedrock). This latter approach may be used to develop a river-specific threshold based on gradient and valley width, above which erosion predominates, and below which deposition occurs. The magnitude of erosion and deposition depend on flood magnitude and duration; potential sediment supply from the valley bottom, valley walls, and tributaries; and threshold resistance of the channel boundaries. Case studies illustrating these various approaches to assessing geomorphic impacts of floods come from the Dudh Kosi in Nepal, the Big Thompson River in the United States, and the Burdekin River in Australia.
机译:那些试图减轻洪灾危害的人所面临的挑战之一是预测洪灾期间河道边界的变化程度。沿着由抗腐蚀材料(例如非常粗糙的颗粒或粘结性基材)形成的通道加剧了这一挑战。很少有方程能够准确预测卵石/巨石碎屑或基岩的侵蚀阈值。这部分是由于以下事实:这些基材通常非常异质,因为未固结材料中的晶粒尺寸范围较大,或者基岩中的节理等不连续性也是如此。由于阻力边界通道的特征是高度湍流和波动的水力,因此很难精确定义侵蚀阈值。然而,在许多情况下,有效的减轻洪水灾害的能力取决于能够预测数百米至几千米长的河道段达标范围内的侵蚀,沉积和稳定性。可以使用通用数据集来定义较低的阈值,以便根据单位面积和排水面积的流功率确定通道边界的大量洪水修改:ω= 21A〜(0.36)其中ω是每单位面积的流功率( W / m〜2),A为流域面积(km〜2)。通道对洪水的响应的预测也可以基于液压驱动力(使用调查的通道几何形状和逐步回水模型进行估算)与基体抵抗力(使用卵石/巨石基体或岩石质量的粒度分布估算)的比较基岩的强度)。后一种方法可用于基于坡度和谷宽来开发特定于河流的阈值,高于此阈值侵蚀占主导地位,低于该阈值发生沉积。侵蚀和沉积的程度取决于洪水的程度和持续时间;来自谷底,谷壁和支流的潜在沉积物供应;和沟道边界的阈值电阻。案例研究说明了评估洪水地貌影响的各种方法,这些方法来自尼泊尔的Dudh Kosi,美国的大汤普森河和澳大利亚的Burdekin河。

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