M. Rahmati, J. Vanderborght, J. Šimůnek, J.A. Vrugt, D. Moret‐Fernández, B. Latorre, L. Lassabatere, & H. Vereecken. (2020). Vadose Zone J. 19:e20068. https://doi.org/10.1002/vzj2.20068

This article was originally published with incorrectly labeled columns for soil hydraulic parameters in Table 2. The table has been corrected as shown here. In addition, labeling (a, b, and c) has been added to Figure 1 since publication.

TABLE 2. Average soil hydraulic parameters for the van Genuchten (1980) model for 12 USDA textural classes (Carsel & Parrish, 1988) and the sorptivity (S) value obtained from the horizontal infiltration simulation

Textural class	θr	θs	α	n	m	θi	Ks	S	β
	cm3 cm−3		cm−1			cm3 cm−3	cm h−1	cm h−1/2
Clay	0.068	0.380	0.008	1.09	0.083	0.271	0.20	1.02	1.92
Clay loam	0.095	0.410	0.019	1.31	0.237	0.150	0.26	1.46	1.58
Loam	0.078	0.430	0.036	1.56	0.359	0.088	1.04	2.20	1.27
Loamy sand	0.057	0.410	0.124	2.28	0.561	0.057	14.6	6.22	0.80
Sand	0.045	0.430	0.145	2.68	0.627	0.045	29.7	9.23	0.60
Sandy clay	0.100	0.380	0.027	1.23	0.187	0.170	0.12	0.79	1.70
Sandy clay loam	0.100	0.390	0.059	1.48	0.324	0.111	1.31	1.61	1.36
Sandy loam	0.065	0.410	0.075	1.89	0.471	0.066	4.42	3.84	0.99
Silt	0.034	0.460	0.016	1.37	0.270	0.090	0.25	1.35	1.50
Silt loam	0.067	0.450	0.020	1.41	0.291	0.104	0.45	1.66	1.44
Silt clay	0.070	0.360	0.005	1.09	0.083	0.266	0.02	0.35	1.92
Silty clay loam	0.089	0.430	0.010	1.23	0.187	0.197	0.07	0.53	1.70

• Note. θ_i, θ_s, and θ_r are initial, saturated, and residual water contents, respectively; α, n, and m are parameters of van Genuchten's (1980) model; K_s is saturated hydraulic conductivity, S is soil sorptivity, and β is an infiltration constant defined by Haverkamp et al. (1994).

中文翻译：

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更正为：使用特征时间概念从一维入渗实验估算土壤水力特性

M. Rahmati，J.Vanderborght，J.Šimůnek，JA Vrugt，D.Moret-Fernández，B.Latorre，L.Lassabatere和H.Vereecken。（2020）。渗流小区j。19：e20068。https://doi.org/10.1002/vzj2.20068

本文最初发布时在表2中用不正确的列标记了土壤水力参数。该表已按此处所示进行了更正。此外，自发布以来，已在图1中添加了标签（a，b和c）。

表2. 12种USDA纹理分类的van Genuchten（1980）模型的平均土壤水力参数（Carsel＆Parrish，1988）和从水平入渗模拟获得的吸水率（S）值

纹理课	θ [R	θ小号	α	ñ	米	θ我	ķ小号	小号	β
	厘米3厘米-3		厘米-1			厘米3厘米-3	厘米h -1	厘米高-1/2
黏土	0.068	0.380	0.008	1.09	0.083	0.271	0.20	1.02	1.92
黏土壤土	0.095	0.410	0.019	1.31	0.237	0.150	0.26	1.46	1.58
壤土	0.078	0.430	0.036	1.56	0.359	0.088	1.04	2.20	1.27
壤土砂	0.057	0.410	0.124	2.28	0.561	0.057	14.6	6.22	0.80
沙	0.045	0.430	0.145	2.68	0.627	0.045	29.7	9.23	0.60
沙泥	0.100	0.380	0.027	1.23	0.187	0.170	0.12	0.79	1.70
沙土壤土	0.100	0.390	0.059	1.48	0.324	0.111	1.31	1.61	1.36
沙壤土	0.065	0.410	0.075	1.89	0.471	0.066	4.42	3.84	0.99
淤泥	0.034	0.460	0.016	1.37	0.270	0.090	0.25	1.35	1.50
淤泥壤土	0.067	0.450	0.020	1.41	0.291	0.104	0.45	1.66	1.44
淤泥	0.070	0.360	0.005	1.09	0.083	0.266	0.02	0.35	1.92
粉质黏土壤土	0.089	0.430	0.010	1.23	0.187	0.197	0.07	0.53	1.70

• 注意。θ_我，θ_小号和θ _[R分别是初始的，饱和的，和残余水含量; α，n和m是van Genuchten（1980）模型的参数；K _s是饱和导水率，S是土壤吸收率，β是Haverkamp等人定义的入渗常数。（1994）。