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冻融条件下土壤侵蚀阻力影响因素

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为揭示季节性冻融区土壤侵蚀阻力的变化机制,确定影响土壤侵蚀阻力主控因子,通过室内冻融模拟、水槽冲刷和土壤抗剪试验,对黄绵土(SM粉质壤土)、风沙土(WS 砂壤土)和黑土(KS 黏壤土)侵蚀阻力影响因素进行研究.结果表明:(1)随着冻融循环次数增加,细沟可蚀性值逐渐升高,而临界剪切力降低.经历 10 次冻融循环后,SM粉质壤土、WS 砂壤土和 KS 黏壤土的细沟可蚀性分别增加 76%,63%,11%,临界剪切力分别减小 37%,13%,91%.(2)细沟可蚀性随土壤抗剪强度、黏聚力和内摩擦角增大而减小,临界剪切力则呈相反趋势.与内摩擦角相比,黏聚力更适合用来表征土壤侵蚀阻力.采用黏聚力对SM粉质壤土、WS砂壤土和KS黏壤土的细沟可蚀性进行预测,决定系数(R2)分别为 0.42,0.78,0.50,平均为 0.57;对临界剪切力的预测效果较差,决定系数(R2)分别为 0.16,0.14,0.18,平均仅为 0.16.(3)根据皮尔逊相关分析结果,基于土壤的初始含水率、冻融循环次数、力学特性以及土壤参数等分别建立细沟可蚀性(R2 =0.85)和临界剪切力(R2 =0.79)预测模型表明,在季节性冻融区冻融循环作用对土壤侵蚀的影响巨大,结果可为各地区水土保持措施优化和土壤侵蚀防治提供参考.
The Factors Influencing Soil Erosion Resistance Under Freeze-thaw Conditions
In order to reveal the change mechanism of soil erosion resistance in seasonal freeze-thaw region and determine the main controlling factors affecting soil erosion resistance,the Loess soil(SM silty loam),Aeolian sandy soil(WS sandy loam)and Black soil(KS clay loam)were studied by indoor freeze-thaw simulation,flume erosion test and soil shear test.The results showed that:(1)With the increase of freeze-thaw cycles,the value of rill erodibility gradually increased,while the critical shear stress decreased.After ten freeze-thaw cycles,the rill erodibility of SM silty loam,WS sandy loam and KS clay loam increased by 76%,63%and 11%,respectively,and the critical shear stress decreased by 37%,13%and 91%,respectively.(2)Rill erodibility decreased with the increase of soil shear strength,cohesion and internal friction angle,while the critical shear stress showed the opposite trend.Compared with the internal friction angle,cohesion was more suitable to characterize soil erosion resistance.The rill erodibility of SM silty loam,WS sandy loam and KS clay loam was predicted by cohesion,and the determination coefficients R2 were 0.42,0.78 and 0.50,respectively,with an average of 0.57.The prediction effect on the critical shear stress was poor,and R2 were 0.16,0.14 and 0.18,respectively,with an average of only 0.16.(3)According to the results of Pearson correlation analysis,the prediction models of rill erodibility(R2=0.85)and critical shear stress(R2 =0.79)were established based on initial soil moisture content,freeze-thaw cycles,mechanical properties and soil parameters,respectively.Studies have shown that the effects of freeze-thaw cycles on soil erosion are enormous in areas with seasonal freeze-thaw region.The findings can serve as a reference for optimizing soil and water conservation practices and controlling soil erosion across different regions.

freeze-thaw cyclessoil erosionrill erodibilitycritical shear stresssoil properties

卢超、马周加态、李佳辉、张宽地

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西北农林科技大学水利与建筑工程学院,陕西 杨陵 712100

西北农林科技大学黄土高原土壤侵蚀与旱地农业国家重点实验室,陕西 杨凌 712100

冻融循环 土壤侵蚀 细沟可蚀性 临界剪切力 土壤性质

国家自然科学基金国家自然科学基金黄土高原土壤侵蚀与旱地农业国家重点实验室开放基金黄土高原土壤侵蚀与旱地农业国家重点实验室开放基金中央高校基本科研业务费专项资金项目

5217907941877076F2010121002-202311F2010121002-2023192022 HHZX003

2023

水土保持学报
中国土壤学会 中国科学院水利部水土保持研究所

水土保持学报

CSTPCDCSCD北大核心
影响因子:1.226
ISSN:1009-2242
年,卷(期):2023.37(6)
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