The hydraulic conductivity of unsaturated soils with constant volume is a function of the saturation degree or matric suction, and can be obtained based on currently available procedures. However, each procedure has its limitations and consequently cares should be taken in the selection of a proper
A new analytical model to predict the hydraulic conductivity of unsaturated soils
โ Scribed by C. D. Tzimopoulos; M. Sakellariou-Makrantonaki
- Publisher
- Springer Netherlands
- Year
- 1996
- Tongue
- English
- Weight
- 763 KB
- Volume
- 10
- Category
- Article
- ISSN
- 0920-4741
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
Free drainage well Excess pore-air pressure Excess pore-water pressure a b s t r a c t Based on Fredlund's one-dimensional consolidation equation for unsaturated soil, Darcy's law and Fick's law, a semi-analytical solution was presented to the free drainage well with a finite thickness under applica
Most studies on the use of physically based hydrological models have identiยฎed saturated hydraulic conductivity (K sat ) as one of the most sensitive input parameters. However, K sat is also one of the most dicult landscape properties to measure accurately, casting doubt on the ability of modellers