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中国沙漠 ›› 1988, Vol. 8 ›› Issue (4): 18-26.

• 论文 • 上一篇    下一篇

降水对起沙风速的影响

贺大良, 申建友   

  1. 中国科学院沙漠研究所
  • 出版日期:1988-12-20 发布日期:1988-12-20

The Wind Velocity of Threshold Sand Affected by Rainfall

He Daliang, Shen jianyou   

  1. Institute of Desert Research, Academia Sinica
  • Online:1988-12-20 Published:1988-12-20

摘要: 作者采用较粗和较细的两种沙样, 在风洞中作了0.1、0.2, 0.3, 0.4、0.5、1.0和2.0毫米降水条件下起沙风速的实验。结果表明: 微量降水就能使起沙风速显著增加; 降水越多起沙风速越大; 2.0毫米的降水能短时间抗御12级大风。在两种沙样之中, 作者发现同样降水后较祖的沙有更强的抗风能力。文中还探讨了两种沙样破坏方式的不同, 以及其物理机制。

Abstract: The authors have experimentized the wind velocity of threshold sand under the rainfall condition of 0.1, 0.2, 0.3, 0.4, 0.5, 1.0 and 2.0 mm in the wind tunnel -with rough and fine sand samples. The results have shown that micro-rainfall could evidently increase the wind velocity of threshold sand, the more rainfall , the more wind velocity of threshold sand, the rainfall of 2.0 mm can resist hurricane in a short time. The authors have discovered that the rough sand has more resistance to wind with the same rainfall in both rough and fine sand samples. The various destroy of two sand samples has discussed in this paper. when the wind velocity has increased large enough, the humid sand surface of fine sand has been suddenly partial turned over, under which the dry sand layer was exposed, then being rapidly hollowed out and destroyed. But the humid sand surface of rough sand was not able to turn over at once under the effect of wind force, the sand grain began to creep after the surfce was blown and dried. when the humid sand lyer was thinned enough, it would be turned over. The authors also have probed into the destroy physical mechanism of both rough and fine humid sand layers, and proposed that there were different shearing strength between humid sand and dry sand. When the shesring stress was come up to the shearing strength of humid sand and dry sand boundaries, the surface of humid sand would be turned over. Otherwise, it hasn't been turned over, but being slowly evaporated, dried, crept, thinned, unless the shearing strength was reduced to equalization of wind shearing stress.