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Bankfull width and morphological units in an alpine stream of the dolomites (Northern Italy)

机译:白云岩的高山流中的河岸宽度和形态单位(意大利北部)

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This research examines variations in bankfull cross-sections along a steep stream of the Dolomites (Cordevole stream, Belluno, Northern Italy). Field measurements were conducted to determine variations in the channel top-width at bankfull stage in relation to the drainage area and to the length of the flow path. After grouping the bed morphologies according to the Montgomery and Buffington [Montgomery, D.R., Buffington, J.M., 1997. Channel-reach morphology in mountain drainage basins. Geol. Soc. of Am. Bull. 109 (5) 596-611.] classification, we analyzed the increase in bankfull width for the dominant stream units (cascades, step pools, isolated pools and colluvial reaches at the head of the basin). We observed that the morphologies more related to the drainage area are colluvial reaches and pools; the less adaptable are steps and cascades. These differences likely result from the absence of lateral constriction in the colluvial reaches and pools, whereas the presence of coarser sediments in the bed can affect the transverse adjustments in steps and reaches dominated by cascades. Linkages between cross-section geometry and parameters related to flow (i.e. drainage area and stream power) have been analyzed together with the distribution of surface grain sizes and its coarsening pattern. The existence of distinctive bankfull widths between different morphological units points out the degree of susceptibility to be modeled according to the channel slope, reference diameter (D_(90)), and contributing area.
机译:这项研究研究了沿着陡峭的白云岩河(Cordevole河,贝卢诺,意大利北部)的河岸剖面的变化。进行现场测量以确定在堤岸满期阶段相对于排水面积和流道长度的通道顶部宽度的变化。根据Montgomery和Buffington [Montgomery,D.R.,Buffington,J.M.,1997年]对床的形态进行分组后。山区流域的河道形态。地质Soc。的公牛。 109(5)596-611。]分类中,我们分析了主要水流单元(梯级,阶跃池,孤立池和盆地顶部的冲积河段)的堤岸宽度增加。我们观察到与流域更相关的形态是河床和河床。步骤和级联的适应性较差。这些差异可能是由于在河床河段和河池中没有侧向收缩造成的,而河床中较粗的沉积物的存在会影响梯级和河床的横向调整。分析了横截面几何形状和与流量有关的参数(即排水面积和水流功率)之间的联系,以及表面晶粒尺寸的分布及其粗化模式。在不同形态单元之间存在明显的堤岸宽,这表明应根据河道斜率,参考直径(D_(90))和作用面积来建模的敏感性程度。

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