雅布赖山风沙通道沙漠公路沿线复合型沙障的防风固沙效应
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S719

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内蒙古自治区“揭榜挂帅”科技计划项目“雅布赖山风沙口综合治理和沙漠边缘防风固沙林草带建设技术示范”(2024JBGS0009); “蒙科聚”创新驱动平台奖励资金项目“雅布赖山风沙口上风向高大密集流动沙丘治理技术”(NDMKJ2503); 内蒙古自治区直属高校基本科研业务项目“荒漠生态系统保护与修复创新团队”(BR22-13-03)


Windbreak and sand fixation effects of composite sand barriers along desert highway in aeolian sand corridor of Yabulai Mountain
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    摘要:

    [目的] 研究沙漠公路沿线常见的“机械沙障+梭梭”复合型沙障的防风固沙效应,为沙漠公路防沙体系的材料选择与结构优化提供依据。[方法] 选取雅布赖山风沙通道内沙漠公路沿线的4种复合型沙障,包括草方格沙障+梭梭,纱网沙障+梭梭,25 cm树枝沙障+梭梭,50 cm树枝沙障+梭梭,同时设置对照(单株梭梭,无沙障),利用野外实测和数值模拟分析不同配置下近地表气流场特征,并同步采集输沙颗粒开展粒径分析,测定障区蚀积形态并观测土壤含水率。[结果] ①不同配置沙障的地表粗糙度与摩阻风速呈梯度差异,综合防护能力为:纱网沙障>50 cm树枝沙障>25 cm树枝沙障>草方格沙障>CK。纱网沙障地表粗糙度可达1.33 cm,摩阻风速为0.97 m/s,CK为0.01 cm和0.45 m/s。②近地表气流场总体呈现背风侧风速降低,障后形成低速区并在下游逐步恢复的空间分布特征。低速区在梭梭分布区(L=5~10,L为水平距离)仍可持续。在高20 cm,L=15处,纱网沙障风速为3.8 m/s,CK为5.0 m/s以上。③输沙颗粒粒径组成在不同配置间存在显著差异,CK粗沙占38.6%,纱网沙障细粒占61.4%。障区蚀积参数差异显著。复合型沙障下浅层水分条件得到改善,50 cm树枝沙障和纱网沙障20—30 cm土层含水率分别为3.51%和3.55%。[结论] “沙障+梭梭”复合体系显著增强了沙障的防风固沙效应,改善近地表气流并促进沉积与浅层水分维持,工程应用中须结合沙漠公路沿线风沙强度分区优化布设与维护。

    Abstract:

    [Objective] The windbreak and sand fixation effects of common composite sand barriers of mechanical sand barriers + Haloxylon ammodendron along desert highways were investigated in order to provide a basis for material selection and structural optimization of sand control systems along desert highway. [Methods] Four types of composite sand barriers were selected along the desert highway in the aeolian sand corridor along Yabulai Mountain: straw checkerboard barrier + H. ammodendron, mesh barrier + H. ammodendron, 25 cm branch barrier + H. ammodendron, and 50 cm branch barrier + H. ammodendron. A single H. ammodendron shrub without a sand barrier was used as the control. Field measurements and numerical simulations were used to analyze the characteristics of the near-surface airflow field under different configurations. Meanwhile, transported sand particles were collected for particle size analysis, erosion-deposition morphology within barrier zones was measured, and soil moisture content was monitored. The protective effect of composite sand barriers was then analyzed and evaluated. [Results] ① The surface roughness and friction velocity exhibited gradient differences among different configurations. The overall protective capacity ranked as mesh barrier > 50 cm branch barrier > 25 cm branch barrier > straw checkerboard barrier > CK. For the mesh barrier, the surface roughness and friction velocity were 1.33 cm and 0.97 m/s. For CK, the corresponding values were 0.01 cm and 0.45 m/s.② The nearsurface airflow field generally exhibited a spatial distribution pattern characterized by reduced wind velocity on the leeward side, the formation of a low-velocity zone behind the barrier, and gradual recovery downstream. The lowvelocity zone persisted within the H. ammodendron distribution area(L=5—10, where L is the horizontal distance). At a height of 20 cm and L=15, the wind velocity was 3.8 m/s for the mesh barrier and above 5.0 m/s for CK.③ The particle size composition of transported sand differed significantly among different configurations. In CK, coarse sand accounted for 38.6%, whereas under the mesh barrier, fine particles accounted for 61.4%. The erosion-deposition parameters differed significantly among the barrier zones. Shallow soil moisture conditions were improved under the composite sand barriers. In the 20—30 cm soil layer, the moisture content was 3.51% under the 50 cm branch barrier and 3.55% under the mesh barrier. [Conclusion] The sand barrier + H. ammodendron composite system significantly enhances the windbreak and sand fixation effects, improves nearsurface airflow, and promotes sand deposition and shallow soil moisture retention. In engineering applications, the layout and maintenance of this system should be optimized according to the spatial zoning of wind-sand intensity along desert highways.

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李晓阳,蒙仲举,李浩年,孟芮冰,邬瑞鑫,安花,杨毅,王雨鑫.雅布赖山风沙通道沙漠公路沿线复合型沙障的防风固沙效应[J].水土保持通报,2026,46(4):126-137

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  • 收稿日期:2026-01-16
  • 最后修改日期:2026-02-11
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  • 在线发布日期: 2026-08-25
  • 出版日期: 2026-08-15