Characterizing Clustering in Boulder Bed Channels and the Impact on Shear Stress Equations

K. Clancy
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引用次数: 2

Abstract

Boulders and cobbles are often used in stream restoration projects to increase flow resistance and enhance channel stability and habitat diversity. Particle size metrics determined from the particle distribution are often used as a proxy for shear stress in field equations. Clustering of large particles has been thought to contribute to shear stress, but the effect of clustering is not accounted for in equations that use a representative particle size, such as the D84. In this paper, clustering is defined using the upper tail (≥84%) in a variable called Topsum. The number of clusters, average size of clusters, and shear stress are evaluated using the proposed definition of cluster. Findings suggest that the upper tail represents the roughness height better than the commonly used proxy of D84 for boulder bed streams (streams which have a D84 particle 0.05 - 0.15 meters).
块石床通道的聚类特征及其对剪应力方程的影响
巨石和鹅卵石经常用于溪流恢复项目,以增加水流阻力,增强河道稳定性和栖息地多样性。根据颗粒分布确定的颗粒尺寸度量通常被用作场方程中剪切应力的代理。大颗粒的聚集被认为会导致剪切应力,但在使用代表性颗粒尺寸(如D84)的方程中没有考虑聚集的影响。在本文中,聚类是使用一个名为Topsum的变量中的上尾(≥84%)来定义的。使用所提出的团簇定义来评估团簇的数量、团簇的平均大小和剪切应力。研究结果表明,对于漂石床溪流(D84颗粒为0.05-0.15米的溪流),上尾比常用的D84代表更好地代表粗糙度高度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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