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固沙剂沙障防风固沙效益的风洞模拟

陈丹丹 陈阳 董智 张晨旭 单小凤 陈晓龙 刘增哲 珊丹 李锦荣

水土保持学报2026,Vol.40Issue(3):222-230,9.
水土保持学报2026,Vol.40Issue(3):222-230,9.DOI:10.13870/j.cnki.stbcxb.2026.03.008

固沙剂沙障防风固沙效益的风洞模拟

Wind Tunnel Simulation of Windbreak and Sand-Fixation Benefits of Sand-Fixing Agent Sand Barriers

陈丹丹 1陈阳 1董智 2张晨旭 1单小凤 1陈晓龙 1刘增哲 1珊丹 3李锦荣3

作者信息

  • 1. 山东农业大学林学院,泰山森林生态系统定位研究站,山东泰安 271018
  • 2. 山东农业大学林学院,泰山森林生态系统定位研究站,山东泰安 271018||山东省高等学校黄河流域水土保持与林草生态保育协同创新中心,山东泰安 271018
  • 3. 黄河几字弯区域生态环境变化与综合治理内蒙古自治区野外科学观测研究站,内蒙古巴彦淖尔 015000
  • 折叠

摘要

Abstract

[Objective]This study aims to clarify the effects of sand-fixing agent sand barriers on the airflow field,surface erosion-deposition variations,and sand particle transport,thereby providing a basis for the deployment of such barriers to control shifting sand.[Methods]In a wind tunnel,grid sand barriers sprayed with sand-fixing agent with a scale ratio of 1∶1 were set up on slope gradients of 0°(flat sand surface),15°,and 30°.The effects of the barriers on the airflow field,sand transport amount,and erosion-deposition conditions within the grid sand barriers were simulated and measured at five wind speeds.[Results]1)The airflow field comprised three zones:a wind deceleration zone in front of the barrier,a wind acceleration zone above the barrier,and a wind deceleration zone behind the barrier.The area from-10H to-1H in front of the first sand barrier was the wind speed reduction zone,the area from-1H to 0H above the barrier was the wind speed increase zone,and the area from 0H to 5H behind the barrier was the wind speed reduction zone.The area from 5H to 8H was the wind speed recovery zone.Similar patterns were observed for the second and third sand barriers.Within the grids formed by three consecutive barriers,the wind speed showed a variation trend of decreasing,increasing,and decreasing.The wind speed reduction percentages were 51.97%-59.05%,28.14%-32.25%,and 47.15%-53.97%,respectively.2)At different slope gradients and wind speeds,the relationship between sand transport amount and height followed an exponential function.On the flat sand surface,the sand transport amount decreased with height,while at 15° and 30° slope gradients,it increased with height.The sand transport amount at each height and total sand transport amount decreased with increasing slope but increased with increasing wind speed.Additionally,the height at which the sand transport amount was concentrated showed an upward trend.3)On the flat sand surface,both the depth and area of wind erosion within the barriers increased with increasing wind speed.Slope had a significant impact on wind erosion.With increasing slope gradient,erosion in front of the windward barrier weakened,erosion on the windward barrier intensified,sand deposition on the leeward barrier became pronounced,and erosion behind the leeward barrier occurred only at high wind speeds(>18 m/s).The barrier ridges remained completely intact at all tested wind speeds and slope gradients.[Conclusion]Sand-fixing agent sand barriers demonstrate good windbreak and sand-fixation benefits.Moreover,sand sprayed with the sand-fixing agent can avoid wind erosion.These findings provide theoretical support for sand barrier configuration and offer a new material and approach for desertification control.

关键词

风洞试验/气流场/输沙量/防风固沙/固沙剂方格沙障

Key words

wind tunnel test/airflow field/sand transport amount/windbreak and sand fixation/sand-fixing agent grid sand barrier

分类

农业科技

引用本文复制引用

陈丹丹,陈阳,董智,张晨旭,单小凤,陈晓龙,刘增哲,珊丹,李锦荣..固沙剂沙障防风固沙效益的风洞模拟[J].水土保持学报,2026,40(3):222-230,9.

基金项目

内蒙古揭榜挂帅项目(2024JBGS0013) (2024JBGS0013)

内蒙古自治区科技计划项目(2025YFHH0153) (2025YFHH0153)

国家自然科学基金项目(42177347) (42177347)

水土保持学报

1009-2242

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