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    新型多糖基固沙剂固沙效果的风洞试验研究

    Wind tunnel study on sand fixation effectiveness of a novel polysaccharide-based agent

    • 摘要: 目的 本研究以果蔬加工副产物为原料制备多糖基固沙剂,探究其在复杂风沙环境下的应用效果。方法 采用风洞模拟试验,研究了不同风况、坡度、风速条件下,裸沙对照(CK)、喷水处理(T1)、0.5%固沙剂(T2)和1%固沙剂(T3)4种处理的风蚀速率、风蚀深度、输沙量及输沙率的变化特征,并进一步分析了影响风蚀速率的量化因子贡献率。结果 (1)固沙剂处理后形成连续结皮层,T2和T3的结皮厚度分别为5.24±0.20 mm和8.75±0.21 mm,CK与T1未形成结皮。(2)固沙剂处理显著降低风蚀速率,且效果随浓度增加而增强。在20 m/s、15°挟沙风条件下,CK的风蚀速率高达23527.47 g/(m2·min),T2和T3分别为5601.85和190.87 g/(m2·min),较CK降低76%和99%以上;T3在低风速时可使迎风侧地表由风蚀转为堆积,在20 m/s强风下仍保持结皮完整。(3)输沙率垂向分布均符合指数递减规律(R²>0.93),固沙剂处理改变了输沙率的垂向分配格局,使10-20cm层输沙率占比增大;0°、20 m/s条件下,T3在10-20 cm高度层的输沙率占比(14.64%)显著高于CK(6.40%)和T1(10.08%)。(4)多因素方差分析表明,固沙剂浓度对风蚀速率的贡献率最高(63%),远高于风速(10.1%)和坡度(10.3%)。结论 综上,多糖基固沙剂可显著增强沙面抗蚀能力,固沙剂浓度是抗蚀能力的主控因子;高浓度(1%)处理通过形成较厚结皮层增强了颗粒间胶结力与结皮层的抗磨蚀能力,在复杂风沙环境下表现稳定,具备良好的工程应用潜力。

       

      Abstract: Objective This study aims to develop a polysaccharide-based sand-fixing agent from fruit and vegetable processing by-products and to evaluate its application effectiveness under complex wind-blown sand con-ditions. Methods Wind tunnel experiments were conducted to investigate the changes in wind erosion rate, erosion depth, sediment discharge, and sediment transport rate under different wind regimes slopes, and wind speeds for four treatments: bare sand control (CK), water application (T1), 0.5% sand-fixing agent (T2), and 1% sand-fixing agent (T3). The contribution of each factor to wind erosion rate was further quantified. Results (1) Continuous crust layers formed after application of the sand-fixing agent, with thicknesses of 5.24±0.20 mm for T2 and 8.75±0.21 mm for T3; no crust formed in CK or T1. (2) The sand-fixing agent significantly reduced wind erosion rate in a concentration-dependent manner. Under the extreme condition of 20 m/s, 15° slope, and impact wind, the wind erosion rate of CK reached 23527.47 g/(m2·min), while those of T2 and T3 were 5601.85 and 190.87 g/(m2·min), respectively, representing re-ductions of 76% and >99% compared to CK. Under low-speed free-stream wind, T3 even induced a shift from wind erosion to sand deposition on the windward surface, and maintained crust integrity under a strong wind of 20 m/s. (3) The vertical distribution of sediment transport rate followed an exponential de-cay pattern (R² > 0.93) for all treatments. The sand-fixing agent altered the vertical allocation of sediment transport, increasing the proportion at the 10-20 cm height layer. Under the condition of 0° slope and 20 m/s, the proportion of sediment transport rate at the 10-20 cm layer was 14.64% for T3, significantly high-er than that for CK (6.40%) and T1 (10.08%). (4) Multifactor ANOVA showed that the sand-fixing agent concentration contributed the most (63%) to the wind erosion rate, much higher than wind speed (10.1%) and slope (10.3%). Conclusions The polysaccharide-based sand-fixing agent can significantly enhance the erosion resistance of sand surfaces, with agent concentration being the dominant controlling factor. The high-concentration (1%) treatment, by forming a thicker crust layer, enhances interparticle bonding and abrasion resistance, demonstrating stable performance under complex wind-blown sand conditions and exhibiting strong potential for engineering application.

       

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