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Using MACRO to simulate preferential flow in structured and non-structured soils.

机译:使用MACRO模拟结构化和非结构化土壤中的优先流动。

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摘要

A model, MACRO, was evaluated for short-termed simulation of water flow and non-reactive solute (chloride or bromide) transport in three soils (Maury, Cecil, and Lakeland) with contrasting structural characteristics. Long-termed drainage flow was also simulated for Cecil.; In two-domain simulations, the model was sensitive to two parameters, effective diffusion path-length and boundary hydraulic conductivity, because they control the exchange of water and solute between the two domains. Flow was fairly uniform near the surface of the Cecil and Lakeland soils because of low clay content and weak soil structure. Bypass flow was quite pronounced within the surface 15 cm of the Maury silt loam. However, preferential flow and transport were significant below 20-cm depth of all three soils because of strong primary structure in Maury; primary secondary, and tertiary structure in Cecil; and finger development in the structureless Lakeland. Flow in the Lakeland was simulated by assuming that fingers represented interpedal pores (pores between the aggregates) and this approach worked well for the simulations. The model simulated water flow and solute transport relatively well by setting small values (1–10 mm) of effective diffusion path-length near the soil surface and large values (100 mm) of it below around 20-cm depth.; Although a constant tortuosity factor of 0.5 in micropores was used for three soils, the tortuosity factor in macropores changed with depth and soil. Relatively large values of tortuosity (the range of 1.5–2.5) were used for Maury and Cecil, whereas the smallest value, 1.0, was used in Lakeland within the surface 100 cm. Three parameters required by the model affect solute transport: (1) excluded volumetric water content, (2) dispersivity, and (3) mixing depth.; The performance of the model was evaluated graphically (plotting measured and model values with depth and time) and statistically (coefficient of residual mass, model efficiency, and correlation coefficient). Preferential flow in these three soils was relatively well simulated by the model.; In general, the parameters defined for the model for each soil related to the flow and transport characteristics of the soils. The existence of more uniform flow near the soil surface and more preferential flow below a certain depth was represented by the model with reasonable parameter values in each soil. However, although some parameters differed among the three soils, the parameter of effective diffusion path-length did not reflect known differences in the physical characteristics of the three soils. (Abstract shortened by UMI.)
机译:评估了MACRO模型,用于短期模拟三种水(毛里,塞西尔和莱克兰)的水流和非反应性溶质(氯化物或溴化物)的运输,并具有相反的结构特征。 Cecil还模拟了长期排水流。在两域模拟中,该模型对两个参数敏感,即有效扩散路径长度和边界水力传导率,因为它们控制了两个域之间水和溶质的交换。由于粘土含量低且土壤结构薄弱,塞西尔湖和莱克兰土壤表面的水流相当均匀。在莫里粉质壤土15 cm的表面上,旁路流动非常明显。然而,由于莫里(Maury)强烈的初级结构,在这三种土壤的20cm以下深度,优先流动和运输都非常明显。 Cecil的初级二级和三级结构;和手指在无结构的莱克兰群岛发展。假设手指代表了脚间孔(聚集体之间的孔),从而模拟了莱克兰地区的水流,这种方法在模拟中效果很好。该模型通过在土壤表面附近设置较小的有效扩散路径长度(1-10 mm),在深度小于20 cm处设置较大的数值(100 mm),从而相对较好地模拟了水流和溶质运移。尽管在三种土壤中微孔中的曲折因子恒定为0.5,但大孔中的曲折因子随深度和土壤而变化。莫里(Maury)和塞西尔(Cecil)使用的曲折度相对较大(范围为1.5–2.5),而100 cm以内的莱克兰(Lakeland)使用的曲折度最小值为1.0。该模型要求的三个参数影响溶质的运移:(1)排除的体积水含量;(2)分散性;(3)混合深度。以图形方式评估模型的性能(用深度和时间绘制测量值和模型值),并通过统计方式评估(残余质量系数,模型效率和相关系数)。该模型较好地模拟了这三种土壤中的优先流动。通常,为模型定义的每种土壤的参数都与土壤的流动和运输特性有关。模型在每种土壤中具有合理的参数值,表示在土壤表面附近存在更均匀的流动,并且在一定深度以下存在更优先的流动。然而,尽管三种土壤之间的某些参数有所不同,但有效扩散路径长度的参数并未反映出三种土壤物理特性的已知差异。 (摘要由UMI缩短。)

著录项

  • 作者

    Merdun, Hasan.;

  • 作者单位

    Clemson University.;

  • 授予单位 Clemson University.;
  • 学科 Agriculture Soil Science.
  • 学位 Ph.D.
  • 年度 2002
  • 页码 207 p.
  • 总页数 207
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 土壤学;
  • 关键词

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