Sediment transport problems by the particle finite element method (PFEM)

被引：10

作者：

Bravo, R. ^{[1
]}

Ortiz, P. ^{[1
]}

Idelsohn, S. ^{[2
,3
]}

Becker, P. ^{[4
]}

机构：

[1] Univ Granada, Escuela Ingenieros Caminos, Campus Fuentenueva, Granada, Spain

[2] Catalan Inst Res & Adv Studies ICREA, Barcelona, Spain

[3] Int Ctr Numer Methods Engn, Barcelona, Spain

[4] Int Ctr Numer Methods Engn CIMNE, Barcelona, Spain

来源：

COMPUTATIONAL PARTICLE MECHANICS | 2020年 / 7卷 / 01期

关键词：

Erodible beds; Sediment transport; Velocity and acceleration streamlines integration; Avalanches; FREE-SURFACE FLOWS; DISCRETE ELEMENT; BED EROSION; DUNE; FORMULATION; MOTION; WIND; SAND;

D O I：

10.1007/s40571-019-00255-y

中图分类号：

O1 [数学];

学科分类号：

0701 ; 070101 ;

摘要：

This paper presents a particle finite element model for the numerical simulation of sediment transport problems. Fluid motion and sediment motion are coupled in a two-way manner, through boundary shear stress field and through flow domain mesh deformation. Solution of equations for fluid and sediment flows is performed by an explicit particle Lagrangian procedure (PFEM-2), including a fractional step strategy for the fluid flow equations. Previous particle finite element techniques concentrate on the simulation of erosion by removing elements. Here, transport problem includes erosion, saltation, deposition, and avalanche of grains. Numerical tests explore the efficiency of the methodology, either quantitatively or qualitatively.

引用

页码：139 / 149

页数：11

共 40 条

[1] Selection of dune shapes and velocities - Part 1: Dynamics of sand, wind and barchans [J].