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首页> 外文期刊>Journal of water resource and protection >Characterizing Clustering in Boulder Bed Channels and the Impact on Shear Stress Equations
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Characterizing Clustering in Boulder Bed Channels and the Impact on Shear Stress Equations

机译:在巨石床频道中的聚类和对剪切应力方程的影响

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摘要

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 D_(84). 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 D_(84) for boulder bed streams (streams which have a D_(84) particle 0.05-0.15 meters).
机译:巨石和鹅卵石通常用于流恢复项目,以提高流动阻力和增强信道稳定性和栖息地多样性。 从粒子分布确定的粒度度量通常用作现场方程中的剪切应力的代理。 已经认为大颗粒的聚类有助于剪切应力,但是聚类的效果在使用代表性粒度的等式中,例如D_(84)。 在本文中,使用称为Topsum的变量中的上尾(≥84%)定义聚类。 使用所提出的集群定义评估群集数,簇的平均大小和剪切应力。 结果表明,上部尾部的粗糙度高于巨石床溪流的常用代理(具有D_(84)颗粒0.05-0.15米)的常用代理。

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