Modeling Soil Water Retention Curves in the Dry Range Using the Hygroscopic Water Content

被引:10
|
作者
Chen, Chong [1 ]
Hu, Kelin [1 ]
Arthur, Emmanuel [2 ]
Ren, Tusheng [1 ]
机构
[1] China Agr Univ, Dept Soil & Water Sci, Beijing 100193, Peoples R China
[2] Aarhus Univ, Fac Sci & Technol, Dept Agroecol, DK-8830 Tjele, Denmark
来源
VADOSE ZONE JOURNAL | 2014年 / 13卷 / 11期
关键词
RELATIVE-HUMIDITY; SORPTION ISOTHERM; ADSORPTION; EQUATION; CLAYS;
D O I
10.2136/vzj2014.06.0062
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Accurate information on the dry end (matric potential less than -1500 kPa) of soil water retention curves (SWRCs) is crucial for studying water vapor transport and evaporation in soils. The objectives of this study were to assess the potential of the Oswin model for describing the water adsorption curves of soils and to predict SWRCs at the dry end using the hygroscopic water content at a relative humidity of 50% (theta(RH50)). The Oswin model yielded satisfactory fits to dry-end SWRCs for soils dominated by both 2:1 and 1:1 clay minerals. Compared with the Oswin model, the Campbell and Shiozawa model combined with the Kelvin equation (CS-K) produced better fits to dry-end SWRCs of soils dominated by 2:1 clays but provided poor fits for soils dominated by 1:1 clays. The shape parameter a of the Oswin model was dependent on clay mineral type, and approximate values of 0.29 and 0.57 were obtained for soils dominated by 2:1 and 1:1 clays, respectively. Comparison of the Oswin model combined with the Kelvin equation, with water potential estimated from theta(RH50) (Oswin-K-RH50), CS model combined with the Arthur equation (CS-A), and CS-K model, with water potential obtained from theta(RH50) (CS-K-RH50) indicated that for soils dominated by 2:1 clay minerals, the predictive ability of the Oswin-K-RH50 model was comparable to the CS-K-RH50 model in which theta(RH50) was the input parameter but performed better than the CS-A model where clay content was the input parameter. The Oswin-K-RH50 model also has the potential for predicting dry-end SWRCs of soils dominated by 1:1 clays.
引用
收藏
页数:7
相关论文
共 50 条
  • [21] Effect of soil water retention barriers on turfgrass growth and soil water content
    Kursad Demirel
    Yasemin Kavdır
    Irrigation Science, 2013, 31 : 689 - 700
  • [22] Modeling soil water retention curves by pore fractal dimension based on microstructure image
    Sun, Haiquan
    EARTH SCIENCE INFORMATICS, 2024, 17 (04) : 3589 - 3597
  • [23] Water retention curves for a tropical soil contaminated by vinasse
    Miguel, M. G.
    Pereira, S. Y.
    ADVANCES IN UNSATURATED SOILS, 2013, : 259 - 264
  • [24] Soil water retention curves for remolded expansive soils
    Chao, K. C.
    Nelson, J. D.
    Overton, D. D.
    Cumbers, J. M.
    UNSATURATED SOILS: ADVANCES IN GEO-ENGINEERING, 2008, : 243 - 248
  • [25] Water retention and shrinkage curves of weathered pyroclastic soil
    Dias, Ana Sofia
    Kamath, Abhijith
    Pirone, Marianna
    Urciuoli, Gianfranco
    4TH EUROPEAN CONFERENCE ON UNSATURATED SOILS (E-UNSAT 2020), 2020, 195
  • [26] Tensiometer techniques for determining soil water retention curves
    Toll, D. G.
    Asquith, J. D.
    Fraser, A.
    Hassan, A. A.
    Liu, G.
    Lourenco, S. D. N.
    Mendes, J.
    Noguchi, T.
    Osinski, P.
    Stirling, R.
    UNSATURATED SOIL MECHANICS-FROM THEORY TO PRACTICE, 2016, : 15 - 22
  • [27] Soil water retention curves based on idealized models
    V. A. Sysuev
    I. I. Maksimov
    V. V. Alekseev
    V. I. Maksimov
    Russian Agricultural Sciences, 2013, 39 (5-6) : 522 - 525
  • [28] Effect of gypsum content on soil water retention
    Moret-Fernandez, D.
    Herrero, J.
    JOURNAL OF HYDROLOGY, 2015, 528 : 122 - 126
  • [29] Soil Water Retention Curves for Residual Soils Using Traditional Methods and MIP
    Mendes, Rodolfo Moreda
    Medeiros Marinho, Fernando Antonio
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2020, 38 (05) : 5167 - 5177
  • [30] Soil Water Retention Curves for Residual Soils Using Traditional Methods and MIP
    Rodolfo Moreda Mendes
    Fernando Antônio Medeiros Marinho
    Geotechnical and Geological Engineering, 2020, 38 : 5167 - 5177