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Dangerous degree forecast of soil loss on highway slopes in mountainous areas of the Yunnan-Guizhou Plateau (China) using the Revised Universal Soil Loss Equation

机译:云南 - 贵州高原(中国)山区土壤损失危险程度预测利用经修订的通用土壤损失方程

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Many high and steep slopes are comprised of special topographic and geomorphic types and formed through mining activities during the construction of mountain expressways. Severe soil erosion may also occur under heavy rainfall conditions. Therefore, predicting soil loss on highway slopes is important in protecting infrastructure and human life. In this study, we investigate Xinhe Expressway located at the southern edge of the Yunnan-Guizhou Plateau. The Revised Universal Soil Loss Equation (RUSLE) is used as the prediction model for soil and water loss on slopes. Geographic information systems, remote sensing technology, field surveys, run-off plot observation testing, cluster analysis and co-kriging calculations are also utilised. The partition of the prediction units of soil loss on the expressway slope in the mountainous area and the spatial distribution of rainfall on a linear highway are studied. Given the particularity of the expressway slope in the mountainous area, the model parameter is modified, and the risk of soil loss along the mountain expressway is simulated and predicted under 20- and 1-year rainfall return periods. The following results are obtained. (1) Natural watersheds can be considered for the prediction of slope soil erosion to represent the actual situation of soil loss on each slope. Then, the spatial location of the soil erosion unit can be determined. (2) Analysis of actual observation data shows that the overall average absolute error of the monitoring area is 0.39 t ha(-1), the overall average relative error is 33.96% and the overall root mean square error is between 0.21 and 0.66, all of which are within acceptable limits. The Nash efficiency coefficient is 0.67, indicating that the prediction accuracy of the model satisfies the requirements. (3) Under the 1-year rainfall return period condition, we find through risk classification that the percentage of prediction units with no risk of erosion is 78 %. The soil erosion risk is low and
机译:许多高和陡坡斜坡由特殊的地形和地貌类型组成,并通过在山上高速公路建造期间采矿活动形成。严重的土壤侵蚀也可能在大雨条件下发生。因此,预测公路斜坡上的土壤损失对于保护基础设施和人类生活是重要的。在这项研究中,我们调查新河高速公路位于云南 - 贵州高原的南部边缘。修订后的通用土壤损失方程(风格)用作土壤和水分损失的预测模型。还利用了地理信息系统,遥感技术,现场调查,径流绘图观察测试,集群分析和共克里格计算计算。研究了山区高速公路坡度的土壤损失预测单元的分区及线性高速公路降雨的空间分布。鉴于山区高速公路坡度的特殊性,模型参数被修改,模拟了山上高速公路的土壤损失风险,并预测了20 - 1年降雨返回期。获得以下结果。 (1)可以考虑预测坡度土壤侵蚀的天然流域,以代表每个坡度的土壤损失的实际情况。然后,可以确定土壤腐蚀单元的空间位置。 (2)实际观察数据的分析表明,监测区域的总体平均绝对误差为0.39 t ha(-1),总体平均相对误差为33.96%,整体均方误差为0.21和0.66之间,全部其中在可接受的限度范围内。 NASH效率系数为0.67,表明模型的预测精度满足要求。 (3)根据1年的降雨返回期条件,我们发现通过风险分类,没有侵蚀风险的预测单位百分比为78%。土壤侵蚀风险很低

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    Beijing Forestry Univ Key Lab State Forestry Adm Soil &

    Water Conservat Beijing 100083 Peoples R China;

    Beijing Forestry Univ Key Lab State Forestry Adm Soil &

    Water Conservat Beijing 100083 Peoples R China;

    Beijing Forestry Univ Key Lab State Forestry Adm Soil &

    Water Conservat Beijing 100083 Peoples R China;

    Beijing Forestry Univ Key Lab State Forestry Adm Soil &

    Water Conservat Beijing 100083 Peoples R China;

    Beijing Forestry Univ Key Lab State Forestry Adm Soil &

    Water Conservat Beijing 100083 Peoples R China;

    Yunnan Sci Res Inst Commun &

    Transportat Kunming 650011 Yunnan Peoples R China;

    Yunnan Sci Res Inst Commun &

    Transportat Kunming 650011 Yunnan Peoples R China;

    Yunnan Sci Res Inst Commun &

    Transportat Kunming 650011 Yunnan Peoples R China;

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  • 正文语种 eng
  • 中图分类 地球物理学;
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