✦ LIBER ✦

Quadrature solution for foam flow in porous media

✍ Scribed by Freddy H. Escobar; Faruk Civan

Publisher: Elsevier Science
Year: 1996
Tongue: English
Weight: 511 KB
Volume: 15
Category: Article
ISSN: 0920-4105
DOI: 10.1016/0920-4105(96)00007-1

No coin nor oath required. For personal study only.

✦ Synopsis

The Ikoku and Ramey foam flow model is modified to account for the real gas behavior encountered in petroleum reservoirs, a practical and accurate quadrature solution is obtained for four types of boundary conditions, and a sensitivity analysis with respect to the power-law fluid parameter is carried out. It is shown that the quadrature method conveniently handles all the boundary conditions and the highly nonlinear foam flow equation.

📜 SIMILAR VOLUMES

Numerical solutions for flow in porous m

Numerical solutions for flow in porous media

✍ J.G. Wang; C.F. Leung; Y.K. Chow 📂 Article 📅 2003 🏛 John Wiley and Sons 🌐 English ⚖ 292 KB 👁 1 views

Porous flow model for cellular foams

✍ K. B. Kann 📂 Article 📅 1990 🏛 Springer 🌐 English ⚖ 293 KB

Approximate analytical solution for MHD

Approximate analytical solution for MHD stagnation-point flow in porous media

✍ S. Awang Kechil; I. Hashim 📂 Article 📅 2009 🏛 Elsevier Science 🌐 English ⚖ 330 KB

A new technique to study foam flow in po

A new technique to study foam flow in porous media: Radial flow in fibrous mats

✍ D. E. Hirt; R. K. Prud'homme; Ludwig Rebenfeld 📂 Article 📅 1988 🏛 American Institute of Chemical Engineers 🌐 English ⚖ 199 KB

Fundamental solution of equations of flo

Fundamental solution of equations of flow in porous media

✍ G. I. Polishchuk; T. G. Polishchuk 📂 Article 📅 1984 🏛 Springer 🌐 English ⚖ 138 KB

A mixed solution for two-dimensional uns

A mixed solution for two-dimensional unsteady flow in fractured porous media

✍ Fidelibus, C.; Barla, G.; Cravero, M. 📂 Article 📅 1997 🏛 John Wiley and Sons 🌐 English ⚖ 196 KB 👁 2 views

A mixed finite element-boundary element solution for the analysis of two-dimensional flow in porous media composed of rock blocks and discrete fractures is described. The rock blocks are modelled implicitly by using boundary elements whereas finite elements are adopted to model the discrete fracture