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首页> 外文期刊>Soil & Tillage Research >Stress wavelets: multi-scale and multi-resolution assessment of soil structure by the drop-shatter method.
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Stress wavelets: multi-scale and multi-resolution assessment of soil structure by the drop-shatter method.

机译:应力小波:通过跌落破碎法对土壤结构进行多尺度和多分辨率评估。

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摘要

Stress wavelet properties are inherently involved in the process of the drop-shatter method of assessment on soil structural characteristics. The analogies between wavelet analysis and the drop-shatter process are based on two factors: scale and resolution. By carefully following the requirements of wavelet analysis, a standard procedure of soil fragmentation and sieving is described. Following this procedure, a set of equations can be derived from which surface contacting energy between soil aggregates of a specific scale can be calculated. The resultant values in fact mirror the multi-resolutions of wavelets. Natural soil clods as well as artificial structured soil cores were used for fragmentation. Though the experiment can do well on natural soil clods, and it is precise enough in predicting structural state of a sub-dimensional clods of 8 mm, its use on artificial soil cores produced a set of data that was quite chaotic. The unique behaviour experienced in the process of fragmentation of artificial soil structure indicates that there is no distinct stage between mother soil clods (cores) and its constituent primary particles. Such a state should result from an excessively large impact energy (too low a resolution in the wavelet analysis) for each drop stroke impact. With an ultimate goal for soil process simulation, the construction of the experiment for artificial structured soil core preparation brings the traditional methods of sample preparation a step forward further by creating an environment much nearer to the field conditions experienced in natural soils. Still, extensive refinements are needed, especially for the mode of water application, cycle and intensity of management..
机译:应力小波特性固有地涉及到对土壤结构特征进行评估的跌落破碎法中。小波分析和液滴破碎过程之间的类比基于两个因素:规模和分辨率。通过仔细地遵循小波分析的要求,描述了土壤破碎和筛分的标准程序。按照该程序,可以导出一组方程式,可以从中计算出特定规模的土壤团聚体之间的表面接触能。结果值实际上反映了小波的多分辨率。天然土壤块和人工结构化的土壤核心被用于破碎。尽管该实验可以很好地处理天然土块,并且可以精确地预测8毫米次尺寸土块的结构状态,但在人工土芯上的使用却产生了一系列混乱的数据。在人工土壤结构破碎过程中经历的独特行为表明,母土块(核心)与其组成的初级颗粒之间没有明显的阶段。对于每个下降行程冲击,这种状态应由过大的冲击能量(小波分析中的分辨率太低)引起。以土壤过程模拟的最终目标为基础,人工结构化土壤核心制备实验的构建通过创建一个更接近天然土壤所经历的田间环境的环境,使传统的样品制备方法进一步向前发展。尽管如此,仍需要进行大量改进,尤其是在水的使用方式,周期和管理强度方面。

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