坡度对紫红色砒砂岩击溅侵蚀的影响
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  • 英文篇名:Influence of slope on the splash erosion of mauve Pisha-sandstone in bare areas
  • 作者:郭雒敏 ; 李晓丽 ; 王文 ; 张赢 ; 常平
  • 英文作者:GUO Luomin;LI Xiaoli;WANG Wen;ZHANG Ying;CHANG Ping;Water Conservancy and Civil Engineering College,Inner Mongolia Agricultural University;
  • 关键词:砒砂岩 ; 击溅侵蚀 ; 临界坡度 ; 颗粒迁移
  • 英文关键词:Pisha-sandstone;;splash erosion;;critical slope;;particle migration
  • 中文刊名:STBC
  • 英文刊名:Science of Soil and Water Conservation
  • 机构:内蒙古农业大学水利与土木建筑工程学院;
  • 出版日期:2019-03-18 10:20
  • 出版单位:中国水土保持科学
  • 年:2019
  • 期:v.17
  • 基金:国家自然科学基金“鄂尔多斯丘陵区砒砂岩水蚀动力学机理研究”(41561061)
  • 语种:中文;
  • 页:STBC201901001
  • 页数:9
  • CN:01
  • ISSN:10-1449/S
  • 分类号:5-13
摘要
分析击溅侵蚀机理对建立砒砂岩降雨侵蚀模型具有重要意义。为研究鄂尔多斯准格尔旗裸露砒砂岩溅蚀机理,采用人工模拟降雨进行溅蚀试验,研究在不同降雨动能(7. 15、9. 14、10. 21、14. 24、16. 22 J/(m2·mm))和不同坡度(5°~30°)条件下,上、下坡溅蚀量以及总溅蚀量、净溅蚀量随坡度的变化规律,结合力学、几何学理论分析坡度对溅蚀量产生影响的原因。结果表明:1)上坡方位溅蚀量与坡度之间变化呈负相关,下坡方位溅蚀量随坡度增大呈现先增大后减小的变化规律,并在25°附近存在下坡方位溅蚀量临界坡度; 2)上、下坡方位溅蚀量随降雨动能均呈指数函数变化,且该函数的系数项是关于坡度的三角函数; 3)坡度的变化会导致不同方向迁移颗粒的最大迁移距离发生改变; 4)降雨动能沿垂直、平行坡面2个方向的能量分量随坡度的变化是引起临界坡度产生的重要原因;5)总溅蚀量随坡度的变化未呈现明显的规律性,净溅蚀量随坡度的变化与下坡方位溅蚀量随坡度变化规律相似。该研究结果为进一步研究砒砂岩水力侵蚀机制提供了理论依据。
        [Background] Understanding the mechanism of splash erosion is of great significance to establish the rainfall erosion model of Pisha-sandstone. This paper is to study the splash erosion mechanism of the Pisha-sandstone in the bare area of the Ordos Zhungeqi area,the southern Inner Mongolia of China. [Methods] This study used the rainfall simulator to perform the splash erosion experiment. It designed 5 different rainfall kinetic energies( 7. 15,9. 14,10. 21,14. 24,and 16. 22 J/( m2·mm)) and 6 different slopes( 5°,10°,15°,20°,25° and 30°),to explore the changing on the quality of splash erosion on uphill and downhill and the amount change of total splash erosion and net splash erosion. Based on the theory of mechanics and geometry,the impact causes of slope change on splash erosion were analyzed. [Results]1) Under the same rainfall conditions,splash erosion on uphill decreased with the increase of slope. At same time,the splash erosion on downhill showed the trend of increasing first and then decreasing with the increase of slope,then there was a critical slope where there was a maximum splash erosion from the downhill,it was 25 °. 2) There was an exponential function between the amount of the splash erosion and the rainfall kinetic energy,and the coefficient term of the exponential function was a trigonometric function of slope. 3) From the geometric point of view,the variation of the slope gradient resulted in the change of the maximum migration distance to the migrating particles in different directions. 4) The change of the component of rainfall kinetic energy along the horizontal and normal directions of the soil's surface was the important reason of critical slopes occuring.5) The total splash erosion did not show obvious regularity with the change of slope. The variation of net splash erosion with slope was similar to that of downhill. [Conclusions]This study provides a theoretical basis for further study of the hydraulic erosion mechanism of Pisha-sandstone.
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