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非均匀沙分级起动切应力探讨
Discussion on stage threshold shear stress of non-uniform sediment
【摘要】 在考虑水流条件、床沙组成的基础上,通过对泥沙颗粒受力分析,建立了滚动平衡方程式,得出非均匀沙分级起动切应力公式.在建立公式的过程中考虑了床沙非均匀性对起动的影响,定义了附加作用力G,并将其引入公式中.通过实验数据的验证表明公式的计算结果与实验数据符合良好.
【Abstract】 Based on the analysis of water flow condition, composition of bed sediment, and forces on grains, a rolling balance equation for grains is developed, and a formula for stage threshold shear stress of non uniform sediment is derived. In the derivation of the formula, the non uniformity of bed sediment is considered, and an additional force G is defined and introduced. It is verified that the calculated results are in good agreement with the experimental data.
【关键词】 非均匀沙;
起动切应力;
起动条件;
泥沙;
【Key words】 non-uniform sediment; threshold shear stress; starting condition; sediment;
【Key words】 non-uniform sediment; threshold shear stress; starting condition; sediment;
【基金】 国家自然科学基金资助项目(50279024)
- 【文献出处】 水利水电科技进展 ,Advances In Science and Technology of Water Resources , 编辑部邮箱 ,2003年06期
- 【分类号】TV142
- 【被引频次】10
- 【下载频次】176