A Finite-Volume approach for compressible single- and two-phase flows in flexible pipelines with fluid-structure interaction

被引:25
作者
Daude, F. [1 ,2 ]
Galon, P. [1 ,3 ]
机构
[1] Univ Paris Saclay, IMSIA, UMR EDF CNRS CEA ENSTA 9219, F-91762 Palaiseau, France
[2] ERMES, EDF R&D, F-91120 Palaiseau, France
[3] Univ Paris Saclay, CEA Saclay, DEN SEMT, F-91191 Gif Sur Yvette, France
关键词
Variable cross-section; Compressible two-phase flows; Finite Volume; ALE formulation; Pipe network; Junction; NONCONSERVATIVE HYPERBOLIC SYSTEMS; GENERALIZED RIEMANN PROBLEM; VARIABLE CROSS-SECTION; ALE FORMULATION; WALLED PIPES; GAS-FLOW; SCHEMES; SOLVER; MODEL; COMPUTATION;
D O I
10.1016/j.jcp.2018.01.055
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
A Finite-Volume scheme for the numerical computations of compressible single-and two-phase flows in flexible pipelines is proposed based on an approximate Godunov-type approach. The spatial discretization is here obtained using the HLLC scheme. In addition, the numerical treatment of abrupt changes in area and network including several pipelines connected at junctions is also considered. The proposed approach is based on the integral form of the governing equations making it possible to tackle general equations of state. A coupled approach for the resolution of fluid-structure interaction of compressible fluid flowing in flexible pipes is considered. The structural problem is solved using Euler-Bernoulli beam finite elements. The present Finite-Volume method is applied to ideal gas and two-phase steam-water based on the Homogeneous Equilibrium Model (HEM) in conjunction with a tabulated equation of state in order to demonstrate its ability to tackle general equations of state. The extensive application of the scheme for both shock tube and other transient flow problems demonstrates its capability to resolve such problems accurately and robustly. Finally, the proposed 1-D fluid-structure interaction model appears to be computationally efficient. (C) 2018 Elsevier Inc. All rights reserved.
引用
收藏
页码:375 / 408
页数:34
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