沙丘背风侧不同铁路结构形式对风沙环境的适应性分析 1)
王文博,黄宁,顿洪超

ANALYSIS OF WIND-SAND MOVEMENT OVER SAND DUNE WITH DIFFERENT RAILWAY FORMS DOWNSTREAM 1)
Wang Wenbo,Huang Ning,Dun Hongchao
图8 铁路路基工程和桥梁工程的沙粒体积分数(摩阻风速为0.3m/s)
Fig.8 The volume fraction of sand when the friction velocity is 0.3m/s with different design