An arbitrary Lagrangian-Eulerian σ (ALES) model with non-hydrostatic pressure for shallow water flows

Abstract An arbitrary Lagrangian-Eulerian model in the σ coordinate system (ALES) is developed for shallow water flows, based on the unsteady Reynolds-averaged Navier–Stokes equations. Unlike the conventional σ coordinate system, non-hydrostatic pressure is incorporated and the effect of a moving free-surface included giving a general scheme. The standard k − ϵ turbulence model is used to calculate the eddy viscosity. Wave flows over bars are appropriate test cases for which experimental data are available and comparisons are favourable. The model is also applied to the important practical problem of wave and wave/current flows over a trench, for which experimental data are available only for the steady current alone case. The inclusion of vertical grid velocity has negligible effect on computational efficiency. The solution of Poisson's equation for non-hydrostatic pressure at each time step is solved efficiently by the conjugate gradient method but represents the main component of computer time. The model may readily be extended to three dimensions.

[1]  Peter Stansby,et al.  Shallow‐water flow solver with non‐hydrostatic pressure: 2D vertical plane problems , 1998 .

[2]  Thomas J. R. Hughes,et al.  An arbitrary Lagrangian-Eulerian finite rigid element method for interaction of fluid and a rigid body , 1992 .

[3]  Bassam A. Younis,et al.  Prediction of turbulent flows in dredged trenches , 1995 .

[4]  Gordon D. Stubley,et al.  Surface-adaptive finite-volume method for solving free surface flows , 1994 .

[5]  O. Hassager,et al.  Simulation of free surfaces in 3-D with the arbitrary Lagrange-Euler method , 1995 .

[6]  Roland W. Lewis,et al.  Finite element modelling of surface tension effects using a Lagrangian-Eulerian kinematic description , 1997 .

[7]  V. Casulli,et al.  Stability, accuracy and efficiency of a semi-implicit method for three-dimensional shallow water flow☆ , 1994 .

[8]  Robert L. Haney,et al.  On the Pressure Gradient Force over Steep Topography in Sigma Coordinate Ocean Models , 1991 .

[9]  N. Kikuchi,et al.  An arbitrary Lagrangian-Eulerian finite element method for large deformation analysis of elastic-viscoplastic solids , 1991 .

[10]  C. W. Hirt,et al.  An Arbitrary Lagrangian-Eulerian Computing Method for All Flow Speeds , 1997 .

[11]  N. A. Phillips,et al.  A COORDINATE SYSTEM HAVING SOME SPECIAL ADVANTAGES FOR NUMERICAL FORECASTING , 1957 .

[12]  P. Bradshaw,et al.  Turbulence Models and Their Application in Hydraulics. By W. RODI. International Association for Hydraulic Research, Delft, 1980. Paperback US $15. , 1983, Journal of Fluid Mechanics.

[13]  Balasubramaniam Ramaswamy,et al.  Numerical simulation of unsteady viscous free surface flow , 1990 .

[14]  G. Stelling,et al.  On the approximation of horizontal gradients in sigma co‐ordinates for bathymetry with steep bottom slopes , 1994 .

[15]  Robert K.-C Chan,et al.  A generalized arbitrary Lagrangian-Eulerian method for incompressible flows with sharp interfaces , 1975 .

[16]  A. Faghri,et al.  Computation of Turbulent Flow in a Thin Liquid Layer of Fluid Involving a Hydraulic Jump , 1991 .

[17]  Suhas V. Patankar,et al.  NUMERICAL METHOD FOR THE PREDICTION OF FREE SURFACE FLOWS IN DOMAINS WITH MOVING BOUNDARIES , 1997 .

[18]  J. U. Brackbill,et al.  BAAL: a code for calculating three-dimensional fluid flows at all speeds with an Eulerian-Lagrangian computing mesh , 1975 .

[19]  C. W. Hirt An arbitrary Lagrangian-Eulerian computing technique , 1971 .

[20]  Akihide Tada,et al.  Applicability of numerical models to nonlinear dispersive waves , 1995 .

[21]  Ted Belytschko,et al.  Theory and application of a finite element method for arbitrary Lagrangian-Eulerian fluids and structures , 1982 .

[22]  Leo C. van Rijn,et al.  Two-Equation Turbulence Model for Flow in Trenches , 1983 .