The Erosion Reduction Effect of Check Dam on Loess Landslide

ZHANG Xia; YU Guoqiang; LI Peng; LI Zhanbin

doi:10.13870/j.cnki.stbcxb.2022.05.008

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The Erosion Reduction Effect of Check Dam on Loess Landslide

更新时间：2025-03-12

- The Erosion Reduction Effect of Check Dam on Loess Landslide
- Vol. 36, Issue 5, Pages: 51-57(2022)
- 作者机构：
  
  1. 西安理工大学省部共建西北旱区生态水利国家重点实验室,西安,710048
  2. 中国地质调查局干旱-半干旱区地下水与生态重点实验室,西安,710054
- 作者简介：
- 基金信息：
- DOI：10.13870/j.cnki.stbcxb.2022.05.008
  CLC： S157.1
- Published：2022
- 稿件说明：
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ZHANG Xia, YU Guoqiang, LI Peng, et al. The Erosion Reduction Effect of Check Dam on Loess Landslide[J]. 2022, 36(5): 51-57.
DOI：

ZHANG Xia, YU Guoqiang, LI Peng, et al. The Erosion Reduction Effect of Check Dam on Loess Landslide[J]. 2022, 36(5): 51-57. DOI： 10.13870/j.cnki.stbcxb.2022.05.008.

摘要

为了研究淤地坝淤积对浅层滑坡的减蚀作用

基于三维连续介质动态数值模型

采用Voellmy流变模型

分析了侵蚀基准面抬升后黄土滑坡运动参数、动力参数以及能量参数的变化规律。结果表明:浅层滑坡在沟谷坡运动过程中

平均速度、前缘速度、侵蚀物质体积和总动能急剧增加

导致滑坡在接触坡脚时前缘速度出现波动且坡脚处侵蚀严重

极具破坏性。随着侵蚀基准面逐渐抬升

滑坡运行时间和平均速度峰值呈"S"形函数下降趋势

前缘速度和滑坡移动距离呈线性函数下降趋势

侵蚀物质体积和总动能呈指数函数下降趋势。随着侵蚀基准面逐渐抬升

滑坡的运动空间和侵蚀空间逐渐减少

仅在一定程度上降低了滑坡速度

但却有效抑制了滑坡的侵蚀作用

使侵蚀物质质量急剧减少

从而有效减少了滑坡体侵蚀总动能

在很大程度上减轻了浅层滑坡的致灾强度和致灾规模。研究结果揭示了淤地坝可以通过抬升侵蚀基准面来减少侵蚀

有助于加深淤地坝对黄土浅层滑坡减蚀作用机理的理解。

Abstract

To study the erosion reduction effect of a check dam on the landslide

the variation of motion parameters

dynamic parameters

and energy parameters of loess landslide with the rising elevation of the erosion base level were analyzed by Voellmy model based on three-dimensional continuum model. The results showed that the mean velocity

frontal velocity

erosion volume

and total kinetic energy of the landslide masses all increased sharply during the gully-slope motion. As a result

the frontal velocity fluctuated and severely eroded at the slope’s foot

which was extremely destructive. Landslide running time and mean velocity varied within the sigmoidal function distribution range

frontal velocity and landslide moving distance varied within the linear function distribution range

and erosion mass volume and total kinetic energy varied within the exponential function distribution range with the rising elevation of the erosion base level. The motion space and erosion space of the landslide were gradually reduced

which only reduced the landslide velocity to a certain extent

but it could effectively inhibit the erosion effect of the landslide and sharply reduce the mass of eroded materials

thereby effectively reduced the total kinetic energy of the landslide

and reduced the disaster intensity largely with the rising elevation of the erosion base level. The information indicated that the check dam could reduce erosion by the rising elevation of the erosion base level

and the results could be useful for better understanding the erosion reduction mechanisms of a check dam on loess landslide.

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Related Institution

State Key Laboratory of Eco-hydraulic Engineering in Arid Area, Xian University of Technology, Xian

State Key Laboratory of Soil Erosion and Dry-land Farming on the Loess Plateau, Institute of Soil and Water Conservation, Chinese Academy of Science and Ministry of Water Resources, Yangling

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College of Water Resources and Architectural Engineering， Northwest A&F University， Yangling

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