A comparison of undisturbed soil cores with restructured columns using a new one-step outflow model

David K. Powelson, Astrid R. Jacobson, Janis L. Boettinger
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Abstract

Undisturbed soil cores may be best for studying field processes in the laboratory, but core variability can make them difficult to use. The goal of this study was to develop a method to make packed columns that have one-step outflow curves similar to those of undisturbed cores. Undisturbed 15.2-cm-long cores and bulk soil were obtained from a sandy loam permanent pasture (Pasture) and a sandy clay loam uncultivated field (Springhill). Ordinary-packed columns were made by compressing bulk soil to the average core bulk density, and layered columns were made by duplicating the average bulk densities of three core layers. Outflow was recorded from pressure head of −7.6 to −133 cm from newly packed columns and after drying to produce shrinkage cracks. A new outflow model that included initial water content (θi), final water content (θf), and time to reach 63.2% outflow (Τ) was fit to the data by adjusting a time exponent β (average r2 = 0.995). Column parameters were compared with cores by equivalence testing. Drying reduced θi and θf, possibly due to shrinkage cracks that increased drainable porosity. Columns of the Pasture soil had significantly greater Τ than natural cores, possibly due to lack of root-formed pores in the columns. Overall, layered and dried columns were most similar to natural cores and less variable, and cumulative one-step outflow curves from undisturbed cores and packed columns can be quantified with a simplified four-parameter model. These methods and results may help make packed soil columns more representative of undisturbed soil.

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使用新的一步流出模型的未扰动土芯与重组柱的比较
未受干扰的土壤岩心可能最适合在实验室中研究现场过程,但岩心的可变性可能使它们难以使用。本研究的目的是开发一种方法,使填料柱的一步流出曲线类似于那些未受干扰的岩心。从沙质壤土永久牧场(牧草)和沙质粘土壤土荒地(Springhill)获得未经干扰的15.2 cm长的岩心和大块土壤。将土体压缩至岩心平均容重制成普通填充柱,将三层岩心平均容重复制制成分层柱。从- 7.6到- 133 cm的压力头,从新填充的柱和干燥后产生收缩裂缝,记录流出量。通过调整时间指数β(平均r2 = 0.995),拟合了包含初始含水量(θi)、最终含水量(θf)和达到63.2%流出时间(Τ)的新流出模型。通过等效性检验对柱参数与岩心进行了比较。干燥降低了θi和θf,可能是由于收缩裂缝增加了可排水孔隙率。草甸土壤柱的Τ值明显大于天然岩心,这可能是由于草甸土壤柱中缺少根状孔隙所致。总体而言,层状柱和干燥柱与天然岩心最相似,变化较小,未受干扰的岩心和填充柱的累积一步流出曲线可以用简化的四参数模型进行量化。这些方法和结果有助于使填料土柱更能代表原状土。
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