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An experimental study of unsaturated vertical infiltration based on sand samples from ephemeral streams

机译:基于短暂河砂样品的非饱和垂直入渗实验研究

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Unsaturated vertical infiltration tests were conducted based on sand samples from ephemeral streams to determine the main factors that may affect vertical infiltration. According to test results, the infiltration rate changes with time in 3 stages. Stage 1 is marked by a sharp descent; Stage 2 features a slow descent; and Stage 3 is characterized by a gradually steadied infiltration rate. The initial water content and texture of the sand samples have obvious influences on the infiltration rate. The vertical infiltration rate decreases with the increase of initial water content or dry density of sand samples, and increases with the increase of grain size. Coarse sand has a steadier infiltration rate than fine sand. The experimental results were analyzed and evaluated using soil water movement and potential theories.
机译:基于短暂河砂样品进行了不饱和垂直入渗试验,以确定可能影响垂直入渗的主要因素。根据测试结果,渗透率会随着时间的变化分三个阶段变化。第一阶段的特点是急剧下降;第二阶段下降缓慢;第三阶段的特征是渗透率逐渐稳定。砂样的初始含水量和质地对入渗率有明显的影响。垂直渗透率随初始水含量或砂样品干密度的增加而降低,随颗粒尺寸的增加而增加。粗砂比细砂具有更稳定的渗透率。利用土壤水分运动和势能理论对实验结果进行了分析和评价。

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