| 1. | When flow velocity decreases below the corresponding incipient motion condition, no sediment movement occurs .
当水流速度小于相应的起始运动时，将无泥沙运动。 |
| 2. | Critical shear stress of incipient motion of sediment
泥沙起动临界切应力研究 |
| 3. | Incipient motion of riverbank sand subject to seepage
渗流作用下的岸坡泥沙起动条件 |
| 4. | Study on standards for incipient motion of sediment
泥沙起动判别标准探讨 |
| 5. | Incipient motion of cohesive silt in the haihe river estuary
海河口粘性淤泥起动规律研究 |
| 6. | Equivalent grain with incipient motion of non - uniform sediment
等效粒径与非均匀沙起动条件研究 |
| 7. | Influence of dry bulk density on incipient motion and erosion of cohesive deposits
干容重对粘性淤积物起动和冲刷的影响 |
| 8. | According to some previous results , the relationships among three common incipient motion conditions are deduced
摘要从泥沙起动的己有研究成果出发，推导出常见的3种泥沙起动条件的转换关系。 |
| 9. | Considering these relationships , dozens of incipient motion conditions are united , and k of all kinds of formulas is otained commonly from 3 . 37 to 7 . 86
利用这些关系，将国内外现有的几十种泥沙起动条件进行了统一，可得各种公式的k值一般在3 . 37 ~ 7 . 86之间。 |
| 10. | The data forecasted by network experiment data and data computed by classical regression model are compared and analysed from the comprehensive angel of sediment incipient motion theory and ann theory
最后从泥沙起动输移理论和神经网络理论的综合角度，分析比较网络预测值和实测值、传统模型回归计算值。 |
