| 临界细沟水力几何形态问题的研究 |
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| 引用本文： | 王协康,方铎. 临界细沟水力几何形态问题的研究[J]. 山地学报, 1997, 0(1) |
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| 作者姓名： | 王协康 方铎 |
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| 作者单位： | 四川联合大学高速水力学国家重点实验室!610065 |
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| 基金项目： | 国家自然科学基金!（编号：49371016） |
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| 摘 要： | 从分析细沟床面上切应力出发，在细沟全断面泥沙处于临界起动条件下，导出了细沟临界断面方程并讨论其水力几何要素的变化，进一步提出用细沟密度去分析坡地的土壤侵蚀程度．
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| 关 键 词： | 切应力 临界起动 临界断面 细沟密度 |
STUDY ON HYDRAULIC GEOMETRY PROPERTIES FOR THE THRESHOLD CROSS-SECTION OF THE RILL |
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| Wang Xiekang, Fang Duo. STUDY ON HYDRAULIC GEOMETRY PROPERTIES FOR THE THRESHOLD CROSS-SECTION OF THE RILL[J]. Journal of Mountain Research, 1997, 0(1) |
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| Authors: | Wang Xiekang Fang Duo |
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| Abstract: | The study on the bed shear stress of the rill obtained a threshold cross-sectional equation and discussed the changes of hydraulic geometry properties of the threshlod cross-section under the condition of critical incipient motion on the periphery of the rill. Furthermore,the soil erosion of the slope was analysed by means of the rill density. |
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| Keywords: | shear stress critical incipient motion threshold cross-section rill density. |
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