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Bed Resistance and Sediment Transport Experiments inSand, Gravel and Sand-Gravel Antidunes

机译:床抵抗和沉积物运输实验insand,砾石和砂砾防火

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Experiments in a 30m-long tilting flume, with sediment feeding rates as high as 1 kgper second, were performed with sand, gravel and two mixtures of these materials.Mobile-bed equilibrium was sought under near-critical flow regimes to resemble thehigh sediment transport capacity of torrential ephemeral streams on theMediterranean area. The flume was equipped with a system to separately measuresand and gravel discharges, so that it was possible to accurately determine themobility of each size-fraction. The main bed features observed were 3D and 2Ddownstream migrating antidunes, in coexistence with alternate bars. We presentpreliminary results for the experimental observations. Bed resistance and grain-related bed shear stress were computed. A comparison is presented with the Meyer-Peter and Muller sediment transport formula, which showed an underestimation trendfor the experimental conditions.
机译:在30米长的倾斜水槽中的实验,沉积物饲料速率高达1 kgper秒,用砂,砾石和两种混合物进行。在近乎临界流动方面寻求床均衡以类似于高沉的沉积物主题地区暴力短暂溪流的能力。该水槽配备有系统以单独审理和砾石放电,因此可以精确地确定每个尺寸级分的作用性。观察到的主要床特征是3D和2DDOWNSTREAM迁移安天空,与交替栏共存。我们呈现实验观察结果。计算床抗性和晶粒类床剪切应力。迈耶 - 彼得和穆勒沉积物运输公式介绍了比较,这表明了实验条件低估了趋势。

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