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论文摘要

基于休止角模型的非均匀沙分级起动流速公式

Study on the Incipient Velocity for Non-uniform Sediment Based on the Concept of the Angle of Repose

作者:张斌(四川大学 水力学与山区河流开发保护国家重点实验室);刘兴年(四川大学 水力学与山区河流开发保护国家重点实验室);杨奉广(四川大学 水力学与山区河流开发保护国家重点实验室)

Author:Zhang Bin(State Key Lab. of Hydraulics and Mountain River Eng.,Sichuan Univ.);Liu Xingnian(State Key Lab. of Hydraulics and Mountain River Eng.,Sichuan Univ.);Yang Fengguang(State Key Lab. of Hydraulics and Mountain River Eng.,Sichuan Univ.)

收稿日期:2013-03-13          年卷(期)页码:2013,45(5):19-23

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:起动流速;休止角;非均匀沙;对数正态分布;正态分布

Key words:incipient velocity;the angle of repose;non-uniform sediment;log-normal distribution;normal distribution

基金项目:国家自然科学基金资助项目(51279116;51079090);教育部博士点基金资助项目(20120181120124)

中文摘要

利用临界状态下的泥沙颗粒受力与休止角的关系建立了非均匀沙的临界平衡方程式,并且以此为基础在假设底部瞬时流速符合正态分布以及对数正态分布的条件下求出了2个起动概率模型。在这2个起动概率模型基础之上推导出了2个非均匀沙的起动流速模型,并且利用现有的实验数据以及野外数据对模型进行了检验。分析表明基于对数正态分布底部流速得到的非均匀沙分级起动流速模型具有比较高的精度。

英文摘要

Based on the relationship between relavent forces acted on particles and the angle of repose at the condition of incipient motion,two pickup probability models were proposed for sediment entrainment under the normally distributed instaneous velocity and log-normally distributed instantaneous velocity, then two incipient velocity for nonuniform sediment models were derived. The results were compared with the published experimental data and field data and the results showed that the mechanism of incipient motion of gravel and cobble which are the main components of mountain river bed may be different from that of sand. The analysis showed that the results for the log-normal distribution reveal a significant improvement of accuracy for the mixtures with or without gravel and cobble.

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