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Evaluating the Water Holding Capacity of Multilayer Soil Profiles Using Hydrus-1D and Multi-Criteria Decision Analysis

机译:利用Hydrus-1D和多标准决策分析评估多层土壤谱的水持续容量

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摘要

In semi-arid climate regions of China, vegetation restoration on open pit mining lands is limited by soil moisture. However, multi-layered soil profiles can impede water infiltration into deeper underground, leaving more water stored in the root zone. Here, three types of soils with contrasting texture, sandy loam (SL), sand (S), and silt loam (SiL), were used to construct four multilayer profiles: SL-SiL, SL-S, SL-S-SiL, and SL-SiL-S. Silt loam was taken from the humus layer, which is more conducive to plant growth than other layers, and it was allocated to the first layer in the four profiles, while sand and silt loam underlay the silt loam layer. Column experiments and Hydrus-1D simulation of the vertical infiltration and drainage process were performed: (1) The simulated results showed that when the sand layer underlay the sandy loam layer (SL-SiL and SL-S-SiL), the sandy loam layer could hold more water than the silt loam layer underlaying the sandy loam layer (SL-SiL and SL-SiL-S). The water content of the sandy loam layer in SL-SiL (95 cm) and SL-S-SiL (95 cm) was 28.3% higher than SL-SiL (74 cm) and 10.5% higher than SL-SiL-S (86 cm). (2) Both the measured and simulated cumulative infiltration and wetting front penetration time were positively related to the thickness of the silt loam layer and negatively related to the thickness of the sand layer. (3) The simulated infiltration rate, accumulation infiltration, and wetting front of the first layer were unaffected by the texture of the underlying layer. According to multi-criteria decision analysis, SL-S-SiL had the best water holding capacity and was suggested for land reclamation in the open pit mine in our research.
机译:在中国半干旱气候区,露天采矿土地的植被恢复受土壤水分的限制。然而,多层土壤曲线可以将水浸润妨碍进入深层地下,留下更多的水储存在根区域中。这里,使用具有对比纹理,砂土(S1),砂和淤泥壤土(SIL)的三种类型的土壤构建四个多层轮廓:SL-SIL,SL-S,SL-S-SIL,和sl-sil-s。淤泥壤土取自腐殖质层,其更有利于植物生长而不是其他层,并且它在四个型材中分配到第一层,而砂和淤泥壤土底层底层淤泥壤土层。进行柱实验和垂直渗透和排水过程的氢气-1d模拟:(1)模拟结果表明,当砂层衬底砂土层(SL-SIL和SL-S-SIL)时,砂壤土层可以容纳比砂土层(SL-SIL和SL-SIL-S)底层的淤泥壤土层更多的水。 SL-SIL(95cm)和SL-S-SIL(95cm)中的砂土层的含水量高于SL-SIL(74cm)和比SL-SIL-S高10.5%(86厘米)。 (2)测量和模拟累积渗透和润湿前渗透时间与淤泥壤土层的厚度正相关,并且与砂层的厚度负相关。 (3)第一层的模拟渗透速率,累积渗透和润湿前部由下层的质地不受影响。根据多标准决策分析,SL-S-SIL具有最好的水持有能力,并在我们研究中建议在露天矿区的土地填海层。

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