Numerical modeling of slug flow initiation in a horizontal channels using a two-fluid model

Abstract This paper presents a methodology for modeling slug initiation and growth in horizontal ducts. Transient two-fluid equations are solved numerically using a class of high-resolution shock capturing methods. The advantage of this method is that slug formation and growth in a stratified regime can be calculated directly from the solutions to the flow field differential equations. In addition, by using high-resolution shock capturing methods that do not contain numerical diffusion, the discontinuity generated by slugging in the flow field can be modeled with good accuracy. The two-fluid model is shown to be well-posed mathematically only under certain conditions. Under these circumstances, the two-fluid model is capable of correctly predicting and modeling the flow physics. When ill-posed, an unbounded instability occurs in the flow field solution, and the instability amplitude increases exponentially with decreasing mesh sizes. This work shows that there are three zones associated with slug formation. In addition, long wavelength slugs are shown to initiate from short wavelength waves. These short waves are generated at the interface of the two phases by the Kelvin–Helmholtz hydrodynamic instability. The results obtained through numerical modeling show good agreement with experimental results.

[1]  P. L. Spedding,et al.  Prediction in stratified gas-liquid co-current flow in horizontal pipelines , 1997 .

[2]  Nikolai V. Pogorelov,et al.  Shock-Capturing Approach and Nonevolutionary Solutions in Magnetohydrodynamics , 1996 .

[3]  Jin Ho Song,et al.  The well-posedness of incompressible one-dimensional two-fluid model , 2000 .

[4]  A. Dukler,et al.  A model for predicting flow regime transitions in horizontal and near horizontal gas‐liquid flow , 1976 .

[5]  Richard D. Hornung,et al.  Adaptive Mesh Refinement and Multilevel Iteration for Flow in Porous Media , 1997 .

[6]  Randi Moe,et al.  The dynamic two-fluid model OLGA; Theory and application , 1991 .

[7]  N. Andritsos,et al.  Influence of interfacial waves in stratified gas‐liquid flows , 1987 .

[8]  W. P. Jepson,et al.  Studying Transient Multi-Phase Flow Using the Pipeline Analysis Code (PLAC) , 1990 .

[9]  Yehuda Taitel,et al.  A model for slug length distribution in gas-liquid slug flow , 1993 .

[10]  J. Flaherty,et al.  The effect of virtual mass on the numerical stability of accelerating two-phase flows , 1980 .

[11]  Yehuda Taitel,et al.  Two-Phase Slug Flow , 1990 .

[12]  R. Issa,et al.  Improved closure models for gas entrainment and interfacial shear for slug flow modelling in horizontal pipes , 2006 .

[13]  Steinar Evje,et al.  Hybrid flux-splitting schemes for a common two-fluid model , 2003 .

[14]  T. J. Hanratty,et al.  PRESSURE PROFILES FOR SLUGS IN HORIZONTAL PIPELINES , 1993 .

[15]  James P. Brill,et al.  Slug flow behavior in a hilly terrain pipeline , 1994 .

[16]  M. Ishii Thermo-fluid dynamic theory of two-phase flow , 1975 .

[17]  Yehuda Taitel,et al.  Effect of gas compressibility on a slug tracking model , 1998 .

[18]  R. I. Issa,et al.  A model for simulating gas bubble entrainment in two-phase horizontal slug flow , 2003 .

[19]  M. R. Ansari,et al.  New algorithm for the numerical simulation of two-phase stratified gas–liquid flow and its application for analyzing the Kelvin–Helmholtz instability criterion with respect to wavelength effect , 2007 .

[20]  G. Tóth,et al.  Comparison of Some Flux Corrected Transport and Total Variation Diminishing Numerical Schemes for Hydrodynamic and Magnetohydrodynamic Problems , 1996 .

[21]  G. Wallis One Dimensional Two-Phase Flow , 1969 .

[22]  Paolo Andreussi,et al.  Void distribution in slug flow , 1993 .

[23]  Victor H. Ransom,et al.  Hyperbolic two-pressure models for two-phase flow , 1984 .

[24]  Yehuda Taitel,et al.  Interfacial and structural stability of separated flow , 1994 .

[25]  Ole Jørgen Nydal,et al.  ON THE MODELLING OF SLUG FLOW , 1996 .

[26]  J. E. Kowalski Wall and interfacial shear stress in stratified flow in a horizontal pipe , 1987 .

[27]  Ovadia Shoham,et al.  The elimination of severe slugging—experiments and modeling , 1996 .

[28]  Mamoru Ishii,et al.  Two-fluid model and hydrodynamic constitutive relations , 1984 .

[29]  R. I. Issa,et al.  Simulation of slug flow in horizontal and nearly horizontal pipes with the two-fluid model , 2003 .

[30]  C. Hirsch,et al.  Fundamentals of numerical discretization , 1988 .