scholarly journals A Numerical Method Based on the Range-Discrete Grid for One-Dimensional Buckley-Leverett Equation

2016 ◽  
Vol 68 ◽  
pp. 07001
Author(s):  
Zhiwei Cao ◽  
Zhifeng Liu ◽  
Xiaohong Wang
1975 ◽  
Vol 2 (3) ◽  
pp. 267-277
Author(s):  
C.N. Achara ◽  
T.E. Unny ◽  
S. Satcunanathan ◽  
D.F. Parker

2015 ◽  
Vol 294 ◽  
pp. 96-109 ◽  
Author(s):  
Sebastian Acosta ◽  
Charles Puelz ◽  
Béatrice Rivière ◽  
Daniel J. Penny ◽  
Craig G. Rusin

Author(s):  
Youn-Gyu Jung ◽  
Moon-Sun Chung ◽  
Sung-Jae Yi

This study discusses on the implementation of an upwind method for a one-dimensional two-fluid model including the surface tension effect in the momentum equations. This model consists of a complete set of six equations including two-mass, two-momentum, and two-internal energy conservation equations having all real eigenvalues. Based on this equation system with upwind numerical method, the present authors first make a pilot code and then solve some benchmark problems to verify whether this model and numerical method is able to properly solve some fundamental one-dimensional two-phase flow problems or not.


2019 ◽  
Vol 139 ◽  
pp. 873-894 ◽  
Author(s):  
Guiling Wang ◽  
Guihong Liu ◽  
Zhihong Zhao ◽  
Yanguang Liu ◽  
Hai Pu

2011 ◽  
Vol 71-78 ◽  
pp. 1880-1884
Author(s):  
Hai Jia Wen ◽  
Jia Lan Zhang

The aim is to present a numerical method to solve the large-strain consolidation of super soft-soil. The theory of large-strain consolidation (LSC) is acted as the better method for analysis on the consolidation problem of super soft-soil foundation. The focal points are, based on practical engineering, the one-dimensional LSC equations being derived, the consolidation coefficients being inquired and so on. Based on these, one-dimensional nonlinear LSC equation is solved by the FDM, the e~p and e~k function that are according with the practical engineering is introduced into the solving progress, and the multi-layers super soft-soil is also considered in the progress successfully etc. Finally, a case showed the satisfied analysis result by LSCFDM. And some realizations about LSC analysis on super soft-soil are concluded.


Sign in / Sign up

Export Citation Format

Share Document