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On snow entrainment in avalanche dynamics calculations

机译:关于雪崩夹带雪崩动力学计算

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The analytical and numerical models that are used in practical snow avalanche dynamics calculations contain a questionable simplification: they assume that avalanche mass is constant — meaning that no snow cover entrainment or mass deposition takes place along the avalanche path. This assumption is in clear contradiction to post-event observations which show that much of the snow cover has been eroded and that deposits are left along the avalanche track. The aim of this work is to investigate the influence of snow entrainment on avalanche dynamics calculations. A simple Grigorian-Ostroumov type entrainment model, which assumes entrainment localized in an area close to the avalanche front, is introduced into a depth-averaged numerical model containing different constitutive flow laws. The snow cover distribution along the avalanche path must be specified. The results of the numerical simulation with entrainment are compared to existing Swiss calculation procedures. Six well-documented extreme avalanche events are used for this purpose. We find that inclusion of a simple entrainment model leads to: (1) a better prediction of runout distances, (2) a more accurate determination of flow and deposition depths and (3) a better control over model parameters; that is, the parameter range needed to calculate small and large-sized avalanche events narrows. However, one-dimensional models, as presented here, are limited because the flow width and therefore the potential erosion area, must be specified in practical situations by the user. This can introduce additional uncertainties into practical calculations.
机译:实际雪崩雪崩动力学计算中使用的分析模型和数值模型包含一个令人质疑的简化:他们假设雪崩质量是恒定的-意味着沿雪崩路径不会发生积雪或积雪。这一假设与事后观察明显矛盾,后者表明大部分积雪已被侵蚀,并且沿雪崩轨迹留下了沉积物。这项工作的目的是研究夹雪对雪崩动力学计算的影响。将简单的Grigorian-Ostroumov型夹带模型(假定夹带位于雪崩前沿附近的区域)引入到包含不同本构流定律的深度平均数值模型中。必须指定沿雪崩路径的积雪分布。将带有夹带的数值模拟结果与现有的瑞士计算程序进行了比较。为此目的使用了六项有据可查的极端雪崩事件。我们发现,包含一个简单的夹带模型将导致:(1)更好地预测跳动距离;(2)更精确地确定流量和沉积深度;(3)更好地控制模型参数;也就是说,计算小型和大型雪崩事件所需的参数范围变窄。但是,这里提出的一维模型是有限的,因为在实际情况下,用户必须指定流量宽度以及潜在的腐蚀面积。这会在实际计算中引入其他不确定性。

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