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  4. Interface-preserving level set method for simulating dam-break flows
 
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Interface-preserving level set method for simulating dam-break flows

Journal
Journal of Computational Physics
Journal Volume
374
Pages
249-280
Date Issued
2018
Author(s)
Gu, Z.H.
Wen, H.L.
Yu, C.H.
Sheu, T.W.H.
TONY W. H. SHEU  
DOI
10.1016/j.jcp.2018.07.057
URI
https://scholars.lib.ntu.edu.tw/handle/123456789/451643
URL
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85050978660&doi=10.1016%2fj.jcp.2018.07.057&partnerID=40&md5=3ee847b5a4e4af72a62fb2438d958472
Abstract
An interface-preserving level set method that solves advection and re-initialization equations for simulating three-dimensional dam-break flows is developed. This method solves mass transfer problems on a uniform staggered Cartesian grid. The advection equation that is used to advect the level set function for capturing the interface is discretized by a proposed fourth-order spatial discretization scheme. This scheme is dispersion-relation-preserving and is compact-reconstruction weighted essentially non-oscillatory (DRP-CRWENO4). This scheme is compared with a previous fifth-order, weighted, essentially non-oscillatory (WENO5) scheme and can represent an interface more accurately, while exactly preserving mass conservation. This level set approach introduces a mass correction term into the re-initialization equation based on local interface-preserving conditions. An explicit Adams–Bashforth algorithm on a staggered Eulerian grid is used for the Navier–Stokes solver. The point successive over-relaxation method is then employed to solve the resulting linear system. Two one-dimensional wave propagation problems are simulated to verify the proposed DRP-CRWENO4 scheme, which is shown to be capable of effectively capturing large gradients with fourth-order accuracy. To demonstrate their resolution, the two advection schemes (WENO5 and DRP-CRWENO4) are applied in two two-dimensional benchmark cases, i.e., a vortex deforming problem and Zalesak's disk problem, where simulation results of both schemes are compared against each other. Demonstration study is then further extended to three-dimensional cases of the vortex deforming problem and Zalesak's sphere problem, and simulation results agree well with those using hybrid particle level set method. Finally, several dam-break problems with and without obstacles are investigated to validate the coupled two-phase incompressible flow and level set method solver. The results for the predicted flow structure and mass conservation properties are compared with the reported experimental data or numerical simulations.
SDGs

[SDGs]SDG15

Type
journal article

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