临哈铁路典型路段风沙防治工程的三维气流场特征与防沙效率
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韩庆杰, 郝才元, 屈建军, 张宏杰, 周福成
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Characteristics of three-dimensional flow field and sand control efficiency at typical sand control engineering area along the Linhe-Hami Railway
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Qingjie Han, Caiyuan Hao, Jianjun Qu, Hongjie Zhang, Fucheng Zhou
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表1 临哈铁路各防沙工程区地表沙粒平均粒径
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Table 1 The grain size characteristics of the surface sand at sand control engineering area
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样品号 | 里程(位置) | 平均粒径 /mm | 样品号 | 里程(位置) | 平均粒径 /mm |
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1 | K585辉森(网格内) | 0.212 | 11 | K420(第一道网格内) | 0.227 | 2 | K540+500(网格内) | 0.260 | 12 | K420(第二道网格内) | 0.320 | 3 | 居延海(网格内) | 0.218 | 13 | K420(沙障积沙带顶部) | 0.178 | 4 | K431(网格内) | 0.151 | 14 | K745试验段(砾浪脊部) | 0.252 | 5 | K431(沙障积沙带顶部) | 0.148 | 15 | K745试验段(沙山底部网格内) | 0.497 | 6 | K327(沙障积沙带顶部) | 0.290 | 16 | K745试验段(沙山顶部网格内) | 0.301 | 7 | K325(铁轨间) | 0.146 | 17 | K745试验段(沙障积沙带顶部) | 0.262 | 8 | K334+100(1号隧道口网格内) | 0.171 | 18 | K361+200(网格内) | 0.338 | 9 | K334+100(1号隧道口沙障积沙带顶部) | 0.133 | 19 | K361+200(网格内深30 cm) | 0.160 | 10 | K420(上风向旷野) | 0.196 | 20 | K361+200(沙障积沙带顶部) | 0.301 |
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