Richards Equation

Richards Equation is a partial differential equation in porous media flow theory that describes the movement of water in unsaturated soils by extending Darcy's law to account for capillary and gravitational forces, thereby distinguishing it from saturated flow models through its dependence on soil moisture content and pressure head.

764

Publications

38.6K

Citations

1.8K

Authors

734

Institutions

Publications per year

2017–2026

184

Authors

1.8K

  1. MT
    Martinus Th. van Genuchten

    U.S. Salinity Laboratory, United States

    14 publications · 1.4K citations

    13

    h-index

  2. HV
    Harry Vereecken

    Forschungszentrum Jülich, Germany

    10 publications · 511 citations

    10

    h-index

  3. CP
    Claudio Paniconi

    Institut National de la Recherche Scientifique, Canada

    10 publications · 764 citations

    10

    h-index

  4. AW
    A. W. Warrick

    University of Arizona, United States

    10 publications · 508 citations

    10

    h-index

  5. FA
    Florin A. Radu

    University of Bergen, Norway

    10 publications · 835 citations

    10

    h-index

1–5 of 1.8K

Venues

  1. Water Resources Research

    128 publications · 12.2K citations

    59

    h-index

  2. Vadose Zone Journal

    VZJ · 52 publications · 2.6K citations

    28

    h-index

  3. Advances in Water Resources

    22 publications · 1.4K citations

    20

    h-index

  4. Journal of Hydrology

    21 publications · 1.7K citations

    18

    h-index

  5. Soil Science Society of America Journal

    SSSAJ · 21 publications · 910 citations

    17

    h-index

1–5