青藏铁路错那湖段挡沙墙风沙两相流数值模拟
周琪智1(
), 赵洋1,2, 高广磊1,2(), 丁国栋1,2, 张英1
), 赵洋1,2, 高广磊1,2(), 丁国栋1,2, 张英1
Numerical simulation on wind-sand two-phase dynamic characteristic of sand-blocking fences in the Cuona Lake section of the Qinghai-Tibet Railway
Qizhi Zhou1(), Yang Zhao1,2, Guanglei Gao1,2(), Guodong Ding1,2, Ying Zhang1
), Yang Zhao1,2, Guanglei Gao1,2(), Guodong Ding1,2, Ying Zhang1
图9. 第一道挡沙墙（A）及第二道挡沙墙（B）后沙物质堆积
Fig.9. Sand sediment volume of the first sand-blocking fence (A) and the second sand-blocking fence (B)
