首页> 外文期刊>European Journal of Soil Science >Estimation of field capacity for aggregated soils using changes of the water retention curve under the effects of compaction.
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Estimation of field capacity for aggregated soils using changes of the water retention curve under the effects of compaction.

机译:利用压实作用下保水曲线的变化估算集聚土壤的田间持水量。

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摘要

The objective of this study is to present a new method for field capacity estimations using the CPV function (changes in pore volume). The method requires water retention data of an aggregated soil before and after a compaction event. The CPV function estimates the threshold of equivalent pore diameter (D-threshold) between structural and textural porosity using changes in the water retention curve. The D-threshold corresponds to a water potential associated with field capacity according to the TFC concept (textural field capacity), which assumes that (i) the textural pores define the field capacity conditions and (ii) the D-threshold and consequently the water potential at field capacity are constant parameters for each soil regardless of its compaction state. Published datasets for different aggregated soils subjected to different compaction processes and data from a lysimeter drainage experiment were used to evaluate the method. The analysis of the drainage experiment was supported by the BUDGETv.6.2 model, which was used to estimate the optimum value of the water content at field capacity (parameter of the model) using observed soil water contents and drainage rates during the drainage experiment (concept of inverse problem). The results for different soils subjected to compaction showed that the estimated water potentials by the CPV method follow the commonly accepted assumptions that govern field capacity conditions, justifying also the assumptions of the TFC concept. The field capacity conditions estimated by the model demonstrated an adequate correspondence to the results of the CPV method, indicating its ability to assess the field capacity conditions of the lysimeter soils.
机译:这项研究的目的是提出一种使用CPV函数(孔体积的变化)进行场容量估计的新方法。该方法需要在压实事件之前和之后聚集的土壤的保水数据。 CPV函数使用保水曲线的变化估算结构孔隙率和结构孔隙率之间的等效孔径阈值(D阈值)。根据TFC概念,D阈值对应于与田间持水量相关的水势(纹理田间持水量),其中假定(i)纹理孔隙定义了田间持水条件,并且(ii)D阈值并因此确定了水不管土壤的压实状态如何,田间持水量的电势都是恒定参数。使用已发布的不同集聚土壤经过不同压实过程的数据集以及来自溶渗仪排水实验的数据来评估该方法。 BUDGETv.6.2模型支持对排水实验的分析,该模型用于在排水实验过程中使用观测到的土壤含水量和排水速率来估算田间持水量(模型参数)的最佳水含量(概念)反问题)。对不同土壤进行压实的结果表明,通过CPV方法估算的水势遵循控制场容量条件的公认假设,也证明了TFC概念的合理性。该模型估算的田间持水条件与CPV方法的结果充分对应,表明其具有评估溶渗仪土壤田间持水条件的能力。

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