沉淀
无量纲量
钙质的
沉积学
地质学
雷诺数
粒子(生态学)
计算
简单(哲学)
数学
岩土工程
机械
矿物学
物理
热力学
地貌学
算法
认识论
哲学
古生物学
海洋学
湍流
作者
Juan Carlos Alcérreca‐Huerta,Rodolfo Silva,Edgar Mendoza
标识
DOI:10.1080/00221686.2012.753645
摘要
Abstract From the analysis of 1557 calcareous sand grains, a new equation for the computation of particle settling velocity is derived. The proposed expression involves only the dimensionless particle diameter and the Reynolds number, meaning that the estimation of the settling velocity is quick and easy. This formula is compared with expressions available elsewhere and its improved accuracy is demonstrated. When the formula was applied to Hallermeier's database [(1981). Terminal settling velocity of commonly occurring sand grains. Sedimentology 28(6), 859–865], which has been used in previous studies to develop settling velocity equations, it was also found to have the smallest root mean square error. The equation reported in the paper is one of very few expressions specifically developed for calcareous sand. Keywords: Biogenic sandcalcareous sanddepositiongrain sizesettling velocity
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