Prediction of the soil water retention curve for structured soil from saturation to oven-dryness

被引:47
作者
Karup, D. [1 ]
Moldrup, P. [2 ]
Tuller, M. [3 ]
Arthur, E. [1 ]
de Jonge, L. W. [1 ]
机构
[1] Aarhus Univ, Fac Sci & Technol, Dept Agroecol, Blichers Alle 20,POB 50, DK-8830 Tjele, Denmark
[2] Aalborg Univ, Dept Civil Engn, Sofiendalsvej 11, DK-9200 Aalborg SV, Denmark
[3] Univ Arizona, Dept Soil Water & Environm Sci, 1177 E 4th St, Tucson, AZ 85721 USA
关键词
PARTICLE-SIZE DISTRIBUTION; BULK-DENSITY DATA; CLAY CONTENT; HYDRAULIC-PROPERTIES; EQUATIONS; MODEL;
D O I
10.1111/ejss.12401
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
The soil water retention curve (SWRC) is the most fundamental soil hydraulic function required for modelling soil-plant-atmospheric water flow and transport processes. The SWRC is intimately linked to the distribution of the size of pores, the composition of the solid phase and the soil specific surface area. Detailed measurement of the SWRC is impractical in many cases because of the excessively long equilibration times inherent to most standard methods, especially for fine textured soil. Consequently, it is more efficient to predict the SWRC based on easy-to-measure basic soil properties. In this research we evaluated a new two-stage approach developed recently to predict the SWRC based on measurements for disturbed repacked soil samples. Our study involved undisturbed structured soil and took into account the effects of bulk density, organic matter content and particle-size distribution. Independently measured SWRCs for 171 undisturbed soil samples with organic matter contents that ranged from 3 to 14% were used for model validation. The results indicate that consideration of the silt and organic matter fractions, in addition to the clay fraction, improved predictions for the dry-end SWRC. The dry-end results revealed that the smallest matric potential at hypothetical zero-water-content' varies between -45 000 and -125 000 m (pF 6.65-7.1) even for soils with similar clay mineralogy. The sensitivity analysis of the two-stage approach indicated that predicted SWRC results are more sensitive to bulk density than to organic matter content or soil texture. For the soils studied, the two-stage approach showed reasonable agreement with measured data, with a root mean square error of 0.04 cm(3) cm(-3) for the matric potential range from pF 1 to pF 6.6. HighlightsIs a new approach to modelling the soil water retention (SWR) curve applicable to structured soil? The model accurately predicts the full SWR curve with an RMSE of 0.04 cm(3) cm(-3). Prediction accuracy of the wet part of the SWR curve was sensitive to variation in bulk density. The pF at zero water content, which affects the prediction of dry SWR, ranged from 6.65 to 7.10.
引用
收藏
页码:57 / 65
页数:9
相关论文
共 37 条
[1]  
[Anonymous], 1964, MEDIA HYDROL PAP
[2]   A simplified approach to estimate water retention for Sicilian soils by the Arya-Paris model [J].
Antinoro, C. ;
Bagarello, V. ;
Ferro, V. ;
Giordano, G. ;
Iovino, M. .
GEODERMA, 2014, 213 :226-234
[3]   Prediction of clay content from water vapour sorption isotherms considering hysteresis and soil organic matter content [J].
Arthur, E. ;
Tuller, M. ;
Moldrup, P. ;
Jensen, D. K. ;
De Jonge, L. W. .
EUROPEAN JOURNAL OF SOIL SCIENCE, 2015, 66 (01) :206-217
[4]   Rapid and Fully Automated Measurement of Water Vapor Sorption Isotherms: New Opportunities for Vadose Zone Research [J].
Arthur, Emmanuel ;
Tuller, Markus ;
Moldrup, Per ;
de Jonge, Lis Wollesen .
VADOSE ZONE JOURNAL, 2014, 13 (01)
[5]   Soil Specific Surface Area and Non-Singularity of Soil-Water Retention at Low Saturations [J].
Arthur, Emmanuel ;
Tuller, Markus ;
Moldrup, Per ;
Resurreccion, Augustus C. ;
Meding, Mercer S. ;
Kawamoto, Ken ;
Komatsu, Toshiko ;
de Jonge, Lis Wollesen .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 2013, 77 (01) :43-53
[6]   A PHYSICOEMPIRICAL MODEL TO PREDICT THE SOIL-MOISTURE CHARACTERISTIC FROM PARTICLE-SIZE DISTRIBUTION AND BULK-DENSITY DATA [J].
ARYA, LM ;
PARIS, JF .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1981, 45 (06) :1023-1030
[7]  
Bouma J., 1989, Advances in Soil Science, V9, P177
[8]  
Campbell G. S., 1992, P INT WORKSH IND MET
[9]   SIMPLE METHOD FOR DETERMINING UNSATURATED CONDUCTIVITY FROM MOISTURE RETENTION DATA [J].
CAMPBELL, GS .
SOIL SCIENCE, 1974, 117 (06) :311-314
[10]  
CLAPP RB, 1978, WATER RESOUR RES, V14, P601, DOI 10.1029/WR014i004p00601