Soil Moisture Profile Model for Two-Layered Soil Based on Sharp Wetting Front Approach

Author:

Leconte Robert1234,Brissette Francois P.1234

Affiliation:

1. P.E.

2. P.E., Member, ASCE

3. PhD, Dept. of Constr. Engrg., Ecole de Technologie Superieure, 1100 Rue Notre-Dame Ouest, Montreal, PQ, Canada H3C 1K3. E-mail: rleconte@ctn.etsmtl.ca

4. PhD, Dept. of Constr. Engrg., Ecole de Technologie Superieure, 1100 Rue Notre-Dame Ouest, Montreal, PQ, Canada H3C 1K3.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry

Reference44 articles.

1. Beven K. ( 1984). “Infiltration into a class of vertically nonuniform soils.” Hydrological Sci. J. Oxford England 29(4) 425–434.

2. “Infiltration of water into nonuniform soil.”;Bouwer H.;J. Irrig. and Drain. Div.,1969

3. Brooks R. H. and Corey A. T. ( 1964). “Hydraulic properties of porous media.” Hydrology Paper No. 3 Colorado State University Fort Collins Colo.

4. Celia M. A. Bouloutas E. T. and Zarba R. ( 1990). “A general mass-conservative numerical solution for the unsaturated flow equation.” Water Resour. Res. 26(7) 1483–1496.

5. Chapra S. C. and Canale R. P. ( 1985). Numerical methods for engineers with personal computer applications McGraw-Hill New York.

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