Spatial analysis of saturated hydraulic conductivity in a soil with macropores

Dirk Mallants , Binayak P. Mohanty , André Vervoort , Jan Feyen
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引用次数: 179

Abstract

Saturated hydraulic conductivity (KS) is an important soil hydraulic parameter for it establishes a limit on the rate of water and solute transmission through soil. However, its determination in the laboratory has been shown to be much influenced by column size. We evaluated the spatial variability of laboratory KS measurements using three different column sizes: firstly, sixty 5.1 cm long columns of 5 cm diameter were used (type-I), next, thirty 20 cm long and 20 cm diameter columns were considered (type-II), and finally, thirty columns 100 cm long and of 30 cm diameter (type-III) were studied. All columns were collected along a transect in a sandy loam soil with macropores. Estimates of macroporosity at three depths (2.5, 12.5, and 16.5 cm) for twenty-four of the type-II columns were calculated from stained dye patterns obtained during ponded infiltration. The geometric mean of KS decreased with increasing column size, i.e., from 2.24, 1.68 to 0.56 cm/h for type-I, -II, and -III columns, respectively. The coefficient of variation (CV) based on a log-normal distribution showed a similar trend: 619% for type-I, 217% for type-II, and 105% for type-III. Type-II and type-III columns were large enough to encompass a representative elementary volume (REV). The percentage of dye-staining (macropore cross-sectional area) decreased from 3% at 2.5 cm to 1.7% and 1.6% at 12.5 and 16.5 cm, respectively. Percentage of depth-averaged macropore area was moderately variable with CV = 51%. A geostatistical analysis revealed that a weak spatial structure existed for type-I KS measurements whereas type-II and type-III columns displayed better spatial correlation with a range of approximately 14 m and 11 m, respectively. Spatial correlation was also observed for depth-averaged macropore area with a range of 12 m. The cross-semivariogram calculated between type-II KS values and depth-averaged macropore area obtained from the same columns indicated positive spatial cross-correlation for all lags.

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大孔隙土饱和水导率的空间分析
饱和水导率(KS)是一个重要的土壤水力参数,它决定了水和溶质通过土壤的速率。然而,其在实验室的测定已被证明受柱尺寸的影响很大。我们使用三种不同的柱尺寸来评估实验室KS测量的空间变异性:首先,使用60个5.1 cm长、直径5 cm的柱(类型i),其次,考虑30个20 cm长、直径20 cm的柱(类型ii),最后,研究30个100 cm长、直径30 cm的柱(类型iii)。所有的柱都是沿着一个带大孔隙的砂壤土样带收集的。24个ii型柱在三个深度(2.5、12.5和16.5 cm)处的宏观孔隙度估计是根据在池塘渗透过程中获得的染色染料模式计算的。随着柱径的增加,KS的几何平均值逐渐减小,ⅰ型、ⅱ型和ⅲ型柱的KS分别从2.24、1.68降至0.56 cm/h。基于对数正态分布的变异系数(CV)表现出类似的趋势:ⅰ型为619%,ⅱ型为217%,ⅲ型为105%。ii型和iii型柱足够大,可以包含一个具有代表性的基本体积(REV)。染色百分率(大孔截面积)分别从2.5 cm处的3%下降到12.5和16.5 cm处的1.7%和1.6%。深度平均大孔面积百分比有适度变化,CV = 51%。地统计学分析表明,1型柱的空间结构较弱,而2型柱和3型柱的空间相关性较好,分别为14 m和11 m左右。深度平均大孔面积在12 m范围内也存在空间相关性。ii型KS值与同一柱深度平均大孔面积之间的交叉半变异图显示,所有滞后均为空间正相关。
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