## Abstract A numerical algorithm to simulate water flow in variably saturated nonβdeformable porous media is presented. The algorithm is based on the numerical approximation of Richards' nonβlinear equation. This equation is discretized in time by using a thirdβorder CrankβNicholson scheme based o
Assessment of adaptive and heuristic time stepping for variably saturated flow
β Scribed by C. M. F. D'Haese; M. Putti; C. Paniconi; N. E. C. Verhoest
- Publisher
- John Wiley and Sons
- Year
- 2007
- Tongue
- English
- Weight
- 669 KB
- Volume
- 53
- Category
- Article
- ISSN
- 0271-2091
- DOI
- 10.1002/fld.1369
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