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Estimation of fractional critical tractive stress from fractional bed load transport measurements of unimodal and bimodal sediments

机译:从单峰和双峰沉积物的分数床负荷输运测量估算分数临界牵引应力

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摘要

Experimental investigation on estimation of fractional critical tractive stress of nonuniform unimodal and bimodal sediment mixtures is reported. The observed data on fractional bed load transport rates for different flow strength, under equilibrium condition, have been used to estimate critical tractive stress (CTS) of each size fraction in sediment mixture from reference transport method (RTM). Further, the accuracy of these estimated CTS values are assessed by comparing the same with CTS values estimated using largest grain method (LGM). The estimated CTS values of individual size fractions for different sediment mixtures have been used to assess the performance of CTS relationship recently proposed by Patel et al. [12].
机译:报道了估计非均匀单峰和双峰沉积物混合物的分数临界牵引应力的实验研究。在平衡条件下,观察到的关于在不同流动强度下不同流强的分馏床负荷输运速率的数据,已通过参考输运方法(RTM)估算了沉积混合物中各个尺寸馏分的临界牵引应力(CTS)。此外,通过将这些估计的CTS值与使用最大粒度方法(LGM)估计的CTS值进行比较,可以评估这些估计的CTS值的准确性。不同的沉积物混合物的各个粒径分数的CTS估计值已用于评估Patel等人最近提出的CTS关系的性能。 [12]。

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