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Pedotransfer function application for estimation of soil hydrophysical properties using parametric methods.

机译:Pedotransfer函数应用参数化方法估算土壤水物理性质。

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Soil hydraulic properties are needed as input data to describe and simulate the transport of water and solutes in the soil profile. The most important characteristics are the soil moisture retention curve (SMRC) theta (h) and the hydraulic conductivity function k( theta ) or k(h), where theta is the soil moisture content, h is the pressure head and k is the hydraulic conductivity. SMRC represents the amount of water remaining in the soil under equilibrium conditions and is unique for each soil. The measurement of SMRC is laborious and time-consuming and so there are not enough data available sometimes. Various SMRC estimation models have been proposed and used extensively to overcome this problem. Other more easily available soil properties, such as particle size distribution, organic matter content, soil structure and bulk density, were used for the estimation of SMRC. Bouma and van Lanen (1987) called these models "transfer functions", and later on they were called "pedotransfer functions". This study is based on European works by Woesten et al. (1998, 1999), and others. The pedotransfer functions derived by Woesten et al. (1998) were used in the first part of the study. In the second part, the authors derived their own pedotransfer functions for the sites where all necessary data were available. The methodology of data processing was similar to that used by Woesten et al. (1998) for continuous pedotransfer functions. The use of continuous pedotransfer functions was tested on data sets from several sites in the Czech Republic (Cerhovice, Cernici, Brozany, Ovesna Lhota, Tupadly, Dzbanov, Podlesi and Zichlinek). Unfortunately, the available Czech data sets are not as large as the data sets used in Woesten's work. Quite good new estimates of SMRC (expressed as pF curves) were found e.g. for the Cerhovice and Cernici sites; the estimates for a man-made soil profile in Brozany and for natural soils in Ovesna Lhota, Tupadly, Dzbanov, Podlesi and Zichlinek were less successful, partly because of insufficient input data. The applications of continuous pedotransfer functions derived by Woesten et al. (1998) for the Czech data sets were not very successful, either. The quality and size of the input data sets are critical factors for a successful use of pedotransfer functions..
机译:需要土壤水力学特性作为输入数据,以描述和模拟水和溶质在土壤剖面中的传输。最重要的特性是土壤水分保持曲线(the SMRC)theta(h)和水力传导函数k(theta)或k(h),其中theta是土壤水分含量,h是压头,k是水力。电导率。 SMRC代表平衡条件下土壤中剩余的水量,并且对于每种土壤而言都是唯一的。 SMRC的测量既费力又费时,因此有时没有足够的数据可用。已经提出了各种SMRC估计模型,并广泛用于克服该问题。其他更容易获得的土壤特性,例如粒度分布,有机质含量,土壤结构和堆积密度,被用于估算SMRC。 Bouma和van Lanen(1987)将这些模型称为“传递函数”,后来又称为“ pedotransfer函数”。这项研究基于Woesten等人的欧洲著作。 (1998,1999)等。 Woesten等人得出的pedotransfer函数。 (1998)用于研究的第一部分。在第二部分中,作者为所有必要数据均可用的站点派生了自己的pedotransfer函数。数据处理的方法类似于Woesten等人使用的方法。 (1998年)的连续pedotransfer函数。在捷克共和国多个站点(Cerhovice,Cernici,Brozany,Ovesna Lhota,Tupadly,Dzbanov,Podlesi和Zichlinek)的数据集上测试了连续pedotransfer函数的使用。不幸的是,可用的捷克数据集不及Woesten工作中使用的数据集大。例如,发现SMRC相当不错的新估计(表示为pF曲线)。用于Cerhovice和Cernici网站;在Brozany的人造土壤剖面和在Ovesna Lhota,Tupadly,Dzbanov,Podlesi和Zichlinek的天然土壤的估算效果较差,部分原因是输入数据不足。 Woesten等人推导的连续pedotransfer函数的应用。 (1998)的捷克数据集也不是很成功。输入数据集的质量和大小是成功使用pedotransfer函数的关键因素。

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