干湿交替对侵蚀沟沟壁抗蚀特性的影响
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S152.4

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国家重点研发计划课题“黑土农田侵蚀阻控原理及水土保持措施效应”(2021YFD1500705)


Effects of dry-wet cycles on erosion resistance characteristics of gully sidewalls
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    [目的] 分析东北黑土区干湿交替作用下典型侵蚀沟壁不同土层抗蚀性差异及其对沟蚀发育的影响规律,明确干湿交替作为侵蚀沟快速发育重要驱动因子的作用机制,为黑土区侵蚀沟防治提供理论依据。[方法] 以黑土区农耕地侵蚀沟为研究对象,在沟壁0—30,30—60,60—90 cm土层采集土壤样品,采用室内模拟干湿交替试验,测定并分析土壤基本物理性质、土壤机械组成、团聚体水稳性(WSA)、土壤崩解速率(SDR)、土壤抗冲系数(ANS)等抗蚀性指标,比较不同土层抗蚀性差异及变化规律。[结果] 干湿交替对3个土层WSA,SDR,ANS等指标均产生明显影响。在1次交替时,3个土层团聚体的破碎率(PAD)分别下降了0.51%,8.64%,1.29%;0—30,30—60,60—90 cm土层ANS分别提升了171.03,287.84,5.59 L/g。5次交替时,对0—30 cm土层SDR影响最大,提升了72.29 g/s;对30—60 cm土层PAD影响最大,提升了7.23%;60—90 cm土层SDR达到最小,下降了6.1 g/s。8次交替时,0—30,30—60 cm土层PAD分别上升了4.315%,7.78%。由此可知,0—30 cm土层团聚体水稳性随干湿交替次数的增加而降低,崩解速率上升幅度较大,但因>2 mm粒径占比较大以及较高的土壤孔隙度使其具有较强抗冲性;30—60 cm土层土壤在1次交替后水稳性有所提升,结构短暂改善,5~8次交替后结构发生破坏,抗冲性下降,但整体抗崩解能力较初始状态有所增强。60—90 cm土层土壤水稳性差,崩解速率高,抗冲刷能力弱,结构受损后难以恢复。[结论] 干湿交替加剧了沟壁土壤垂向分异,表层土壤相对稳定,中层抗蚀性波动较大,深层最为薄弱。这一过程促进沟壁坍塌并加速沟蚀扩展,对黑土区水土保持与沟蚀治理具有重要参考价值。建议在日后治理中针对中下层土壤采取结构改良与抗冲性增强等措施。

    Abstract:

    [Objective] The differences in soil layer resistance to erosion under dry-wet cycles in typical erosion gullies in the black soil region of northeast China and the influence patterns of these differences on the development of gully erosion were analyzed, in order to clarify the mechanism of how dry-wet cycles act as an important driving factor for the rapid development of erosion gullies, and to provide a theoretical basis for the prevention and control of erosion gullies in the black soil region. [Methods] Soil samples were collected from gully sidewalls of cultivated land in the black soil region at depths of 0—30, 30—60 cm, and 60—90 cm. A laboratory-simulated dry-wet cycle experiment was conducted to determine erosion resistance indicators including soil basic physical properties, soil mechanical composition, water-stable aggregates(WSA), soil disintegration rate(SDR), and soil anti-scour coefficient(ANS). Differences and variation patterns in erosion resistance among the three soil layers were analyzed and compared. [Results] Dry-wet cycles had significant effects on WSA, SDR, ANS, and other indicators across all three soil layers. After one cycle, percentage of aggregate destruction(PAD) in the three layers decreased by 0.51%, 8.64% and 1.29%, respectively. In contrast, ANS in the 0—30, 30—60 cm and 60—90 cm layers increased by 171.03, 287.84 L/g and 5.59 L/g, respectively. After five cycles, SDR in the 0—30 cm layer showed the largest increase of 72.29 g/s, PAD in the 30—60 cm layer increased by 7.23%, and SDR in the 60—90 cm layer reached its minimum, decreasing by 6.1 g/s. After eight cycles, PAD increased by 4.315% and 7.78% in the 0—30 cm and 30—60 cm layers, respectively. Overall, WSA in the 0—30 cm layer decreased and SDR increased markedly with increasing cycle number, although the relatively large proportion of particles > 2 mm and high soil porosity provided it with strong resistance to scouring. The 30—60 cm layer exhibited improved water stability after one cycle, indicating temporary structural enhancement. However, structural degradation and reduced anti-scour resistance occurred after 5—8 cycles, although resistance to disintegration remained higher than the initial state. The 60—90 cm layer showed poor water stability, high SDR, and weak anti-scour capacity, and its structure was difficult to recover once damaged. [Conclusion] Dry-wet cycles intensify the vertical differentiation of erosion resistance along gully sidewalls, with the surface layer remaining relatively stable, the middle layer exhibiting pronounced fluctuations, and the deep layer being the most vulnerable. This process promotes gully wall collapse and accelerates gully expansion, providing important implications for soil and water conservation and gully erosion control in black soil regions. Management strategies should therefore emphasize structural improvement and enhancement of anti-scour capacity, particularly in the middle and lower soil layers.

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王南超,崔湘驰,特布格日勒,乌仁图雅,王国琪,夏祥友.干湿交替对侵蚀沟沟壁抗蚀特性的影响[J].水土保持通报,2026,46(4):30-39

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  • 收稿日期:2025-12-24
  • 最后修改日期:2026-03-11
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  • 在线发布日期: 2026-08-25
  • 出版日期: 2026-08-15