Comparative Analysis of Hydrodynamic Parameters for Unpaved Road and Original Ground
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    Abstract:

    Erosion processes and modes may be changed on unpaved road formed by rolling original ground. The objective of this study was to reveal the changing mechanisms of water and sediment yield by a series of outdoor artificial rainfall simulation experiments in Shenfu coalfield. Results show that: (1) Flow regime is mainly the transitional flow on unpaved road and the laminar flow on original ground, and both of them are the subcritical flow. (2) Reynolds number, shear force, Froude number, flow velocity and stream power on unpaved road are higher than those on original ground, while the Darcy-Weisbach friction coefficient and the Manning roughness coefficient on unpaved road are lower than those on original ground. (3) Hydrodynamic parameters on unpaved roads are not absolutely consistent with those on original ground. (4) Sediment yield on original ground is lower than that on unpaved road and increased as runoff yield increases. (5) Correlation coefficients for the responsive relationships between sheet erosion rate and hydrodynamic parameters on unpaved road are in the following order: runoff kinetic energy> mean stream power> mean flow shear stress.

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詹松,王文龙,黄鹏飞,李宏伟,李建明,王贞,罗婷.非硬化路面与原生地面侵蚀水动力参数对比研究[J].水土保持通报英文版,2014,(2):1-6

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History
  • Received:May 14,2013
  • Revised:May 22,2013
  • Adopted:
  • Online: March 29,2016
  • Published: