模拟赤道有机土壤降雨对土壤侵蚀的评估

Johari A.H, Law P.L., Taib S.N.L., Yong L.K.
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摘要

建筑工地发生土壤侵蚀的部分原因是清理工地,使土地暴露在降雨的侵蚀作用下。拟建项目须提交环境影响评估(EIA),以评估项目对环境的影响。环境影响评估包括对土壤侵蚀的评估,但是被称为通用土壤流失方程(USLE)的估算土壤侵蚀的方程只适用于有机质含量高达4%的土壤。USLE的这一限制需要一种可以预测有机土壤土壤侵蚀的替代方法。这项研究试图通过模拟降雨来评估有机土壤上发生的侵蚀。野外土壤样品被重建成三种形状,并暴露在模拟降雨中。结果表明,有机土壤流失量随降雨时间的增加而减少。粒径分布表明,粒径小于粗砂(1.7 mm)的颗粒仍存在于边坡上。从土壤流失量与模拟降雨持续时间的关系图中建立了方程,以估计有机土壤覆盖的斜坡上发生的土壤流失量。这项研究的结果可以是一个前兆,以发展一个方程来估计土壤可蚀性的斜坡覆盖的有机土壤。
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ASSESSMENT OF SOIL EROSION BY SIMULATING RAINFALL ON AN EQUATORIAL ORGANIC SOIL
Soil erosion occurs on construction sites partly due to site clearing that exposes the land to the erosive power of rainfall. A proposed construction project requires the submission of an Environmental Impact Assessment EIA) to assess the impact of the project on the environment. Assessment of soil erosion is included in the EIA, but the equation to estimate soil erosion known as the Universal Soil Loss Equation (USLE) is only applicable to a soil containing up to four percent organic matter. This limitation of USLE requires an alternative that can predict soil erosion on an organic soil. This study attempts to assess erosion that occurs on an organic soil by simulated rainfall. Field soil samples were reconstructed into three shapes and exposed to simulated rainfall. Results indicate that the amount of organic soil loss decreases with increasing duration of rainfall. Particle size distribution shows that particles with sizes finer than coarse sand (1.7 mm) remained on the slopes. Equations were developed from the graphs of soil loss versus duration of simulated rainfall to estimate soil loss occurring on slopes covered by an organic soil. The outcome of this study can be a precursor to developing an equation to estimate soil erodibility of a slope overlain by an organic soil.
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RETRACTION NOTE TO: ASSESSING SEISMIC SOIL LIQUEFACTION POTENTIAL USING MACHINE LEARNING APPROACH EFFECT OF ADDITION OF CaO ON COMPRESSIVE STRENGTH OF HIGH-VOLUME FLY ASH CONCRETE EDITORIAL SCOPE – WASTE MANAGEMENT AND RECYCLING MATLAB PROGRAM FOR RATING SOILS BASED ON ENGINEERING BEHAVIOURS NONLINEAR LATERAL RESPONSE OF PILE GROUP IN CLAY USING THE MODIFIED CAM CLAY SOIL MODEL
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