A wind tunnel study of sand-cemented bodies on wind erosion intensity and sand transport
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  • 作者:Jie Zhou ; Jiaqiang Lei ; Shengyu Li ; Haifeng Wang ; Na Sun ; Xuexi Ma
  • 关键词:Sand ; cemented bodies ; Coverage ; Wind erosion intensity ; Sand transport
  • 刊名:Natural Hazards
  • 出版年:2016
  • 出版时间:May 2016
  • 年:2016
  • 卷:82
  • 期:1
  • 页码:25-38
  • 全文大小:1,099 KB
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  • 作者单位:Jie Zhou (1) (2) (3) (4)
    Jiaqiang Lei (1)
    Shengyu Li (1)
    Haifeng Wang (1)
    Na Sun (1) (3)
    Xuexi Ma (1) (3)

    1. State Key Laboratory of Desert and Oasis Ecology, Xinjiang Institute of Ecology and Geography, Chinese Academy of Sciences, Ürümqi, 830011, Xinjiang, China
    2. College of Resource and Environment Sciences, Xinjiang University, Ürümqi, Xinjiang, China
    3. University of Chinese Academy of Sciences, Beijing, China
    4. Cele National Station of Observation and Research for Desert-Grassland Ecosystem, Xinjiang Institute of Ecology and Geography, Chinese Academy of Sciences, Cele, 848300, Xinjiang, China
  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Earth sciences
    Hydrogeology
    Geophysics and Geodesy
    Geotechnical Engineering
    Civil Engineering
    Environmental Management
  • 出版者:Springer Netherlands
  • ISSN:1573-0840
文摘
Wind tunnel experiments were used to test the capacity of sand-cemented bodies (SCB) on mulch beds. The total sand transport rate decreased as the level of SCB coverage increased. At higher SCB coverage (more than 40 %), the sand transport was basically unaffected by further increases in SCB coverage. While at low SCB coverage (less than 10 %), wind velocity played an important role in sand transport. Under the same SCB coverage, the sand transport depends on the increasing SCB size, due to the decrease in SCB density. The wind erosion intensity exponentially decreased with increasing SCB coverage (less than 40 %). The vertical profiles of horizontal mass flux from the SCB mulch–sand surface were also described by an exponential relationship. The vertical sand movement of particles was more sensitive to changes in SCB coverage at 20–40 %, compared with at less than 10 %. When the SCB coverage was more than 40 %, the decay rate of sand transport with height was nearly invariable. In summary, increases in SCB coverage had anti-erosion benefits for the underlying sand surface and could be considered for the development of a new type of sand fixation technology.

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