𝔖 Bobbio Scriptorium
✦   LIBER   ✦

A finite element collocation method for variably saturated flows in porous media

✍ Scribed by Myron B. Allen; Carolyn Murphy


Publisher
John Wiley and Sons
Year
1985
Tongue
English
Weight
416 KB
Volume
1
Category
Article
ISSN
0749-159X

No coin nor oath required. For personal study only.


📜 SIMILAR VOLUMES


MIXED TRANSFORM FINITE ELEMENT METHOD FO
✍ R. G. BACA; J. N. CHUNG; D. J. MULLA 📂 Article 📅 1997 🏛 John Wiley and Sons 🌐 English ⚖ 187 KB 👁 2 views

A new computational method is developed for numerical solution of the Richards equation for flow in variably saturated porous media. The new method, referred to as the mixed transform finite element method, employs the mixed formulation of the Richards equation but expressed in terms of a partitione

A finite element formulation for strong
✍ P. Steinmann 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 349 KB 👁 2 views

The aim of this contribution is the development of a finite element formulation tailored to capture strong discontinuities in fluid-saturated porous media. Thereby, strong discontinuities are considered as the final failure mechanism within localization problems. The failure kinematics are governed

Multiphase flow in heterogeneous porous
✍ R. Huber; R. Helmig 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 325 KB 👁 2 views

Various discretization methods exist for the numerical simulation of multiphase flow in porous media. In this paper, two methods are introduced and analyzed -a full-upwind Galerkin method which belongs to the classical finite element methods, and a mixed-hybrid finite element method based on an impl

Finite element, discrete-fracture model
✍ Jong-Gyun Kim; Milind D. Deo 📂 Article 📅 2000 🏛 American Institute of Chemical Engineers 🌐 English ⚖ 315 KB 👁 2 views

## Abstract A new discrete‐fracture multiphase flow model developed allows incorporation of fractures in a spatially explicit fashion. It is an alternative to conventional dual‐porosity, dual‐permeability models used most often to model fractured subsurface systems. The model was applied to a water

A finite element algorithm for parameter
✍ R. Mahnken; P. Steinmann 📂 Article 📅 2001 🏛 John Wiley and Sons 🌐 English ⚖ 233 KB 👁 1 views

## Abstract In this contribution an algorithm for parameter identification of geometrically linear Terzaghi–Biot‐type fluid‐saturated porous media is proposed, in which non‐uniform distributions of the state variables such as stresses, strains and fluid pore pressure are taken into account. To this