4.7 Article

Evaluation and application of the modified van Genuchten function for unsaturated porous media

期刊

JOURNAL OF HYDROLOGY
卷 571, 期 -, 页码 279-287

出版社

ELSEVIER SCIENCE BV
DOI: 10.1016/j.jhydrol.2019.01.051

关键词

Water retention curve; Relative hydraulic conductivity; VG model; Wetting front pressure; Characteristic length

资金

  1. National Key R&D Program of China [2018YFC0407201]
  2. Six Talent Peaks Project in Jiangsu Province [HYGC-004]
  3. Fundamental Research Funds for the Central Universities [2018B12614, 2019B12314]
  4. National Natural Science Foundation of China [51479055, 41807178]
  5. Open Foundation of Jiangsu Key Laboratory of Coast Ocean Resources Development and Environment Security [JSCE201701]
  6. Open Foundation of Ministry of Education Key Laboratory of Integrated Regulation and Resource Development on Shallow Lakes [2016006]

向作者/读者索取更多资源

( )Proper soil hydraulic functions of the water retention curve (the WRC) and relative hydraulic conductivity (the RHC) are essential for studies of unsaturated groundwater flow in soils. Various mathematical expressions of these functions have been proposed, including the widely used van Genuchten-Mualem model combining the van Genuchten formula for the WRC and the Mualem formula for the RHC. Here we validate a model based on the van Genuchten function for the both WRC and RHC (termed the MVG model), against published experimental data covering a wide range of soil textures from sand to silt clay loam. The results show that the MVG model is more accurate and flexible than existing soil hydraulic functions, especially for predicting the RHC. The fitting of the model to the data also reveals a relationship of model parameters between the MVG-WRC and MVG-RHC functions. Both functions can be integrated and differentiated to attain simple analytical expressions for characteristic parameters of soil water flow, for example, the wetting front pressure psi(f) used in the Green and Ampt model for ponded infiltration analysis and the characteristic length L-c as a key factor in determining various flow processes (e.g., drainage or evaporation) in unsaturated soils.

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